Loading...
HomeMy WebLinkAbout0880 ATTUCKS LANE hTrucK ,�W �-i�.� Anderson, Robin From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Friday,March 23, 2018 3:28 PM To: Florence, Brian; Anderson, Robin Subject: 880 Attucks Lane, Cape Cod Linen They are putting in new dryers which will involve a new gas line inside and prbably some electrical work. Sally check permits and there are no current ones for this property Sent fi-OM my Sprint Samsung Galaxy SO 6. 1 °FINE - . The Town of Barnstable 9� 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 June 6, 2000 - F.W. Webb Company Marc Nantel, General Manager 7 Attucks Way v Hyannis,Ma. 02601 Re: Webbs, 7 Attucks Lane, Hyannis w. Dear Mr. Nantel; Please be advised that I have recently been informed that all Site Plan conditions have been satisfied. In recognition of this report,the corresponding CO has been converted to reflect final status. Sincerely, Ralph Crossen Build4 Commissioner i STEPHEN' KELLEHER ARCHITECTS July 6, 1999 ' Ken Hughes F. W. Webb Co. 7 Atuxet Way Hyannis, MA 02601 RE: Addition and alterations at F. W. Webb in Hyannis ` Present: Ken Hughes Dan Foley Mark Mantel Scott MacRae Peter Nicorski Roy Goodwin Steve Kelleher *JOB MEETING NOTES* We met on,srte�to,day, July,6`h,;to review the progress of the.work: :The following items `. were*noted and discussed: jr ^,. 1t .. �+i 1n..: �..' r � •J ;t F yad� t.f.:,t... - Tri-County.Steel erectors are on site. They:have the structural steel.95% complete,.Roy said that the,structural.steel has all been plumbed and is in very good shape. - The second floor mezzanine deck is down and probably 80% of it has been welded. - Scott and Peter noted that they could pour the second floor slab any time. - Roy's personnel started installing steel sidings and insulation on the back of the building and have the first 50 feet or so done. He expects that the sheeting will be complete within the next week and a half. - Ken and Dan discussed not doing the sheets at the front of the building until it is closer to a period they are actually going to move into the new,facility, because if we sheet the building it will block the doors and windows of the existing offices and showroom. Roy noted that he has taken off the gutter on the addition side and,.that when it rains now the water will,go down into the sandy soil; but, once the slab.is poured on'the first-floor,% we may encounter water problems in the existing building. Scott requested,,SKA.to get some details to him.on.8Yz°:x,l l'_ forthe cricket as.he'is still having (rouble finding someone to quote that work. ® P.O. Box 107 • 4 Reservation Road • Mattapoisett, MA 02739 • (508) 758-6005 Scott also noted that he is having trouble finding sheetrockers and stud people to do the metal studs. We reviewed the changes in the plan. We reviewed the deletions of the walls and the two (2) doors. - We reviewed these changes and the fact that they need to be coordinated. Scott would like copies of the drawings. I noted that he should have them back in his office since they were shipped to him on Friday via FedEx. - We are hopeful that the repositioning of the walls, etc. will not be a large change order. Scott noted that he needed to send the plan changes to his sub-contractors so that they could notify him of any additional costs. - We reviewed the interior finishes as far as carpet, base, vinyl tile is concerned. Mark Mantel will bring those back with him. He feels as though the interior colors are chosen by corporate and that they will know exactly what interior colors are to be utilized. - The exterior block was approved, the same color. Scott'has that in his office. - We reviewed the sprinkler drawing and the Siamese connection on the building. It appears the Siamese connection can be changed to the new front of the building. The drawings show a new riser coming off the back-flow preventer but I do not see any work noted for the Siamese connection. - There needs to be some coordination done between the electrician and the sprinkler fire alarm. Possibly at our next meeting the electrician can be there so that that coordination can move forward. Check the plumbing centerline at the kitchen sink. The radiant heat needs to be undertaken by the owner. The plumbing at the offices needs to be moved so that work can be done. Scott needs the stair shop drawings approved. I checked the dimension of the opening at the rear stair. On the shop drawings show we need 20' and we have 19' 6". I will review this tomorrow on the shop drawing and ship that out with whatever notes we need to do. After our meeting, I measured the masonry that is in place. *END OF JOB MEETING NOTES* CC: Scott MacRae H. J. Bishop & Son Ralph Crosin, Hyannis Building Inspector h Jun-24-99 15:25 From-JAMES J WELCH CO +9787448320 T-132 P.02/02 F-899 From';!% ntaxwat 7a:Raiprt Levaraa Data:NMI Tim..11:S700 AM ra8w t er GEOTECHNICAL CON•SIT,C.TANT% INC. �T 133 FAST XWN STREET Telephone, (508)229-0900 MARLBOROUGH, MA 01752 F X: (508)229-2279 CQ=RETE INSPECTION ItF.Pf�RT b No. Laysllee Contractors Jo 540 ' 10North Front Street Project: Webb Location: ��g MA �New Bedford MA 027410 Series ID# 1537 TARGET CONCRETE SUPPLIM, ASTM; STRWOM. LRM Goncrete-C-39,C-143,C-231, rout-t-1019 4000 Morlar-C-109,grilled Core*- -42 SAMPUS: 4 LOCATION:Foodly SI.iFlt�: 5 AM TF.NAP: 92 F CONC TEMP: 80 F TIME CAST: 1,30 PM [.1►R NO. stx.� ARFA DATE AGE S NGTH [tE114RKS (9Q.IN.) CAST - DAYS (PSI) 14814 6x1 Z 6 11999 6/1511 99D 7 i 14815 W 2 28. 1l 8 NIA 0 MileF 602 26.27 618 990 / 0 14817 W2 28, 7 NAM I GEOTBCHNICAL CONSULTANTS,INC. INSPECTED 13Y: MR REVIEWED BY: Ricdurd Pi=i, P.E, i !I h Recelved Jun-t8-99 13:46 From-506 758 4312 To-JAMES i .cH c0 Page 02 i °F IKE The Town of Barnstable 9� 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 June 6, 2000 F.W. Webb Company P Y . Marc Nantel, General Manager 7 Attucks Way Hyannis, Ma. 02601 Re: Webbs, 7 Attucks Lane,Hyannis' Dear Mr. Nantel; Please be advised that I have recently been informed that all Site Plan conditions have been satisfied. In recognition of this report, the corresponding CO has been converted to reflect final status. Sincerely, Ralph Crossen Build4 Commissioner a L' tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape ea'gineering June 1 1999 civil engineers& land surveyors ' structural design � Arne H.Ojala P.E., P.L.S. Stephen Kelleher Timothy H.Covell,P.L.S.land court Stephen Kelleher Architects Daniel A.ojala,PL.s. surveys P.O.Box 107 4 Reservation Road site planning Mattapoisett,MA 02739 sewage system RE: F.W. Webb Addition k W designs , Attu C S ay, Hyannis,MA inspections Dear Stephen: permits On Friday, May 28`', 1999, 1 met with the Barnstable Building Commissioner regarding the above referenced location. Mr.,Crossen has._decided.to require the 2'-6" section of wall be removed,but decided the 0.83' front setback encroachment was diminimus in light of the special circumstances on the site. The'2'-6" section of wall can be trimmed as shown on your detail,but adequate drainage between the two walls must be provided as well as a water proof cover over the gap. The concern was water pooling between the two walls and freezing action causing structural damage. The Commissioner penciled the corrections on the sketch we provided. A copy is included for your files. Once the foundation has been modified,we must provide a Certified Plot Plan indicating the new position and he will stamp it approved. Please do not hesitate to call with any questions or comments. J _ Sincerely, i Daniel A.,.Ojala P.L.S. Down Cape Engineering r. Cc: Ralph Crosser,T.O.B. Building Commissioner . 1 113 a C y 13.00, 58.1't W W AL BUILDING UI/ METAL BUILL DING F.F. 53.67' + PEAK BLDG EL. - 75.9'NGVD IBUILDING AREA - 11.730 Idt 1�V l S8 N/F WLLuAm J. SCOT1 O ^I p +5.87' N M p `.�Ni It I FEf 29.8'� 60.00' PROPOSED CUT OUT 0.83' X 1.0' X 6.0' 59.22' FOUNDATION 60.03, 20.19 FOOTPRINT r z 0.83 EXISTING: 8542 SF PROPOSED: 8362 SF 9 O O A N u - 0 0 ' // ALLOWED: 80,499(.25)=20,124 SF EXISTING: 20,272 SF ` PROPOSED: 20.092 SF PROPOSED WALL LOT AREA EXISTING WALL 80,499t sq.1t 1.85t Acres ,2.33, 30011 AS BUILT SKETCH F. W. WEBB CO. �� 5-26-99 SCALE: 1" 30' Jun-28-99 09:30 From-JAMES J WELCH CO +9707448320 T-172 P-01/02 F-900 wvv I � JAMES J. WELCH & COMPANY, fNC, CONSTRUCTION MANAGERS - BUILD RS 27 CONGRESS STREET SALEM_ MA 01970 PHONE: (978)744-9300-.FAX: (978)744-8320 ESTIMATING FAX: (978)744-5463 FAX TRANSMITTAL * DATE: 2g 292' FAY: FROM: Score" M�wc,eo9 EYT: /3S NUMBER OF PAGES INCLUDING COVER SHEET: '] i REMARKS: ' w PLEASE CONTACT US AT(97S)744-9300 IF THIS TP.ANSMI 3SION IS NOT CLEAR OR IS INCO`1PLETE. THA. ' YOU. I j Jun-28-99 09:30 From-JAMES J WELCH CO +97B7448320 T-172 P.02/02 F-990 ti .3uii-Z3-99 06_ 36A P.01 GEQT'ECf' LAICAL CONSULTANTS, INC. i OciT 133 r.:1NT ALUN STREET I T%!I;phone: (508)229-0900 M :` RT. ROI2ULTtxFi . T1f ,� 01752 1! .4N : ( 508 )229- 2279 Cil CRETE R\ISPR'TT0N RKPORT 1.4v.tllic C'onrractor% Jt)b tin- liau Pro.crr lU 1ICRh�'r��ni Street � W Vbcbb :..007iQCVn' H1:1lL1lrs �Ly NcwBedtoicl r.t.A 0274tf Series FL), : 1337 TARGET CONCRETESVPPT,W..R; AST11: I STRENGTH: LRM Concrete-C-39, C-143. C 23110rout-0-1019 4000 Mortar-C 109, Drilled Cores -PC•42 SANTPT.F.S. d SLUMP: 5 AIR TF.NIP; 93 F ('ONC TEMP: SO F 'Ium''("%ST: 1 30 PNa t.aB NO. SIZE t)#Tl: VA1�E acI rI+ENQ;ftt REhi�RI:S (SQ,IN.) (WiT TESTED DAN'4 (PSI) 14 114 6R.12 2827 6/8)1959 d115 19A 2 r i4a15 78 27 6/8/19S6 sl?dl19s9 14 �...... i 14816 6x12 .V Miiggg N/A ._�_ 0 � 14817 eix12 _ 6/8i1999 N/7 0 I � I cop y, p 'ovre clep�$57V i I f:T.(�TF.C:H tiIC".1I. C'A1'Si.'I.1:11'!5, IN( INSPZC'IED BY, MR RFAILIVED BY: kichard Pizzi. 11.E. i i i i Jun-30-99 14:19 From-DAMES J WELCH CO +9787448320 T-237 P-01/03 F-136 iiw JAMES J. WELCH & COMPANY, INC. CONSTRUCTION MANAGERS - BUILDERS 27 CONGRESS STREET SALEM, MA 01970 PHONE: (978)744-9300 -FAX: (978)744-8320 ESTIMATING FAX: (978)744.6463 *** FAX TRANSMITTAL DATE: -30 TO: CO: - FAX: FROM: Go EXT: NUMBER OF PAGES INCLUDING COVER SHEE : REMARKS: e �n POW PLEASE CONTACT US AT(978)744-9300 IF THIS TRANS AISSION IS NOT CLEAR OR IS INCOWLETE. THANK YOU. Jun-30-99 14:19 From-JAMES J WELCH CO +9787448320 T-237 P.02/03 F-136 Geotechnicai Consultants, Inc. (508)229-0900 FAX_ (508)229-2278 4 June 1999 Lavallee Contractors 10 North Front Street New Bedford, Massachusetts D2740 Attention; Mr. Ralph Lavallee RE: F.W. Webb Company 7 A ttutks Way^ Hyannis,M&Nvathusetts GC1 Project No. 991540 Dear Mr. Lavallee. As per your request, we have Completed an inspection and evaluatio of the subgrade soil conditions at the above referenced property. This letter summarizes the results of our inspection and observations, The subject site is IOGated at the southwest end of the F.W. Webb B I ilding in Hyannis, :Massachusetts. A new addition is proposed for the site with construction framing and foundations similar to the existing building. The building will be founded on shallow spread footings with the ground floor cast as a stab.on grade A site inspection was made by a stai3P Sector Mcal engineer on 3 Jury 1999. The purpose of the inspection was to make visual observations and measurements and M wify the capacity of the eubgrade soils to safely support the footing loads. At the time of oul hapectioll the sit d e ha been excavated to the proposed bottom of footing elevation. The ex ased soils consist of natural coarse to fine sand with some coarse to fine gravel. prior to ur inspection,the subgrade had been proof compacted. According to the Massachusetts State Building Code, the subgrade s Hs are material class 7 and, based on our measurements, have a relative density in the range of"medium dense". Under the Code; the footings at this location can safely support up to four tons per square foot. 201 Boston post Road West • Marlborossoh. Massachusanx nt7y7 Received Jun-15-99 09i12 From-508 T58 4312 TO-JAWS J IELCH CO Page Ot i Jun-30-99 14:19 From-JAMES J WELCH CO +9787448320 T-237 P.03/03 F-136 V W.Webb Corepaoy 7 Attwcks Way-ayea rk1g,Mai9aCkU$c%t2 Go Project No.991540 June 4,1999 PaEc#2 We trust the foregoing is sufficient for your immediate needs. Shouk you have any questions or need additional information, please feel free to contact me. Sincerely, CEOTECHNICAL CONSULTANTS,INC. Paul F Ayre Aichard Pizzi, P.E. PFA/RP/aae R@cBlvad Jun-15-90 09:12 From-508 T50 4312 To-•JAMES J WELCH CO Page 03 TOWN OF BARNSTABLE SIGN PERMIT .PARCEL ID 312 031 GE$ASE ID 23121 I ADDRESS 172 ATTUCKS LANE PHONE HYANNIS ZIP - LOT 7 BLOCK LOT SIZE 'DBA DEVELOPMENT DISTRICT HY PERMIT 41760 DESCRIPTION FW WEBB - 100 SQ. PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services j TOTAL FEES: $100.00 DIME BOND $.00 CONSTRUCTION COSTS $.00 QA 753 MISC. NOT CODED ELSEWHERE 1. PRIVATE P1% �' STABLE, ; MASS. 16.39. ED Mpl UILDI G DIVIS + N BY DATE ISSUED 10/18/1999 EXPIRATION DATE �TMe The Town of Barnstable, ��I ® K AM Department of Health, Safety and Environmental Services Buiding Division 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: t4/, tv& C' Assessors No. a -®3 j Doing Business As: kl/ Ltle b b CU Telephone No. -7?5- 3 �t Sign Location P � Street/Road: , �� fi cf�s L 12 e Zoning District: Old Kings Highway? Ye&o Hyannis Historic District? Yes/ Property Owner i Name: 6 n�- Telephone: Address: �' j'Yl nC��(P S er --rP i�c Y v-1 i.6 o L i- : Sign ContraeWt S Name: ` C 1 Telephone: do) --.8 Y, Address: 11rS Gre[e, f` 1� vd S n � 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 the reverse side of this application. Is the sign to be electrified? Yel/No (Note:Ifyes, a WU7Wpermitis 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. Signature of Owner/Authorized Agent: Date: Size: /O D Permit Fee: i Permit was approve Disapproved: Sign PP Signature of Building ficial: Lt Z"I Date: /O Signi.doc rev.8/31/98 v HE'AGE I-,F 2 LL NCILs Logo&MYLAR L7lZ WALL sISNAGE MANUFACTURE&INSTALL ONE INT-ILLUM NCL5 STYLE LOGC&ONE 5ET OF MYLAF LTK STYLE WALL 51GN,WITH ALL PC5 PEGGED OFF CORRUGATED WALi Istmkfcalmm CCM39" yam► (SAME HGLEA5 ENTRANCE ELEV) m o {�w.I'MCKMYIV1TRIM ca 119'WHITE PLEAI pq:REO(59 o,%3)GRAPHIC,%VI WHITE I 4" cCFY minetlm:9N9 NEOY GRID.OR LAMPS tur11K WHITE PLEHI , ^ rA - -� ID m:I'SLAG( O �/ 1� IJ �J/ \j cm:NJA xpl6mKq:WA , CI 1JL� U l�J —- m CNE 5ETOF 3';HT)tIIF'fT 15t RRFACE C3LL a n I,a►tEA��s5Q Ff; '" DORMYL5 '-0"DETAL EVAMN 3/8=1 /8=1'�N 0DETAIL ELY ATIQ clor y.TW09ET5 84.Fe09.99 Eltmatog DIF ILL nl F"Suney Ontg SpwikoUnsAmpwdBY Plie{Nemec � Vhllt NIA Rrodudkn F.W.HEM9909V close :dat ��,: Oiaer air R"I", • Upd�e erc sales Rep �. LL:PJIA COkEI 8 JGA Pull A9 2°99WNW Up�ala0.8. � �ta3 Rd..SW.Dwg.fro: P�IIF�'L _ Nal:yrtI1TEPLEAtm:3lIBP.Ret��M�tN!h Cepik:l' 9elalRcq. i 9cluc. IVGICAtED SaBI'@IK F�& !•, FAatMA -Amo.1 Rah5:R!A MM.WA Omacinno' ^.�o• 9copyalw lallor1BdAN acAm9 1'(AR LTRC5,W/INT-I.LUNI NCL . r✓ STYLEL000 , ti r LL �R_Qp-I„SURFP,G3'V�-III �, • INYL SIGNATURE(01 GA--^6 (JF) m 0 a 0 NCL5 LOGO&MYLAR LTK WALL SIGNAGE ;,ab,•ak aLsoB®s oT>br� MANUFAC0KE&INSTALL:ONE INT-ILLUM Ismixomwer ❑ChafWaite a I� NCL5 STYLE LOGO&ONE 5ETOF MYLAK. • • ' "° `"" I LTA.5TYLE WALL SIGN,WITH ALL PC5 v x m E�tetPYA > ii-.:. ' ► r PEGGED OFF CORRUGATED WALL (SAME HGLE A5 51DE ELEV.) o Ww-t'MACKMYLAR rRM roe:3116'WRIE PLEXI Iptr RIB(a63i}xl)OPPNICA 0715 2lI 4^ r COP`! ,m5taEan:66H NEON GRIO,aRLAMPS flume:N/A ►ce:3/fIr WHITE PLE tt \J! o/� iaz P BLACK [���''11 ��{ I '"T son:WAS 1 1r MM �_1 12" BrgtCTrner ca F11 ^A N y� lJ VJJ e. DETAIL ELEVATION 316_1'-0" LLugg,K,,r�I11Tp� ��ppn�yy r� - --...... JMfRaS7. W16I11. H: Ip ..............7 w. sty:in�o�f5 9d.Fr 99.99 Eafnraling LYF ILL FWd Su vey C"gn%leditvanocceptedEy: RIs Narna PtadUc�un F.9'/WE03 990997 Client lanuard: WA VWC WA Draw ay; SAN Rsp- tea' m: BEB 7C i�ra9ra V UL•IWA �` �CTtELB JGA B LL V. „q_23-99 srrcrvrd,�!�NNaeast UrdateA.B. pot Sid.I*.No. Pat No: ��Fa(t�tEmT® hm 1IIaY4VFH1EftF�f1 iF�ItN' NBUm®Mal!NIA Depth;l' Scela: I0ICATM ---Sehm Rep. e 1,�� W SIm.r8LK Badks'McI;WA N#on Rm� :NlA VM:N1A AaarrvsHT Im oMEemoctacuv tila R�isions: Oets Re�lslonlc Qete Ra�isians Cale: hsrouefe aa+•xnEerru�a�o�c,ru�rmNo x .sm,r,.orucnrrmrrrtwasaro nuoaant TOWN OF BARNSTABLE SIGN PY.RIJI PARCEL ID 312 031 GEOBASE ID 23121 ADDRESS 172 ATTUCKS LANE PHONE HYANNIS ZIP - LOT 7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 41759 DESCRIPTION FW WEBB - 99.9. SQ. PERMIT TYPE BSIGN TITLE SIGN PERMIT j CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services a TOTAL FEES: $100.00 TIME BOND $.00 CONSTRUCTION COSTS $.00 Q� 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P ' * ,�,��' `STABLE. MASS. I 039. I FD MA'I� i B, ILDING DIVISI N/ B_Y �• DATE ISSUED 10/18/1999 EXPIRATION DATE TME The Town of Barnstable --:�/7 9 " • ' 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 Tax Collector °'� ` V Treasurer Application for Sign Permit Applicant: 4v" F14 C-a Assessors No. Doing Business As: (A), Telephone No. •7 75` -1810 Sign Location Street/Road:— `r A't , Zoning District: Old Kings Highway? Ye o Hyannis Historic District? Yeso Property Owner Name: J��t� Telephone:— Address:;0 0 ,iUUA rase 'th n P. kP Z y r I,K!), r , Village: .N)A o Sign Contractor Name: S 6 r I ( -'StO nS Telephone:603 83:Z Address:/53� &-ee)Oi< st dvkan P44 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 the reverse side of this application. Is the sign to be electrified? (Yes)No (Note:Ifyes, a whingpe=tis 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. Signature of Owner/Authorized Agent: Date: /O 1 T — Size: �� Permit Fee:_ /d a � Sign Permit was approved. Disapproved: Signature of Building Ofli al: �r Date: Signi.doc rev.8/3//98 °F 1HE 1p� The Town of Barnstable M. �e� Department of Health Safety and Environmental Services HIED n►A�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: � � _ RE: FAX NO: FROM: DATE: PAGE(S): (EXCLUDING COVER SHEET) -e-h,6 TOWN OF BARNSTABLE SIGN P PP,R(;EL ID 312 031 GEOBASE ID 23121 PHONE ADDRESS 172 ATTUCKS LANE ZIP - HYANNIS I:OT 7 BLOCK LOT SIZE --..--- DBA DEVELOPMENT DISTRICT HY PERMIT 41759 DESCRIPTION FW WEBB - 99.9 SQ. PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: -and Environmental Services TOTAL FEES: $100.00 pXI BOND $.00 CONSTRUCTION COSTS $.00 753 MISG. NOT CODED ELSEWHERE 1.. ` ` PRIVATE P �gTABLE. MASS. i639 A�O�' Ep N1� ILDI G DIVISI N ! Y � ��'• ' D VICE ISSUED 10/18/,'1999 EXPIRATION DATE a TRANSMISSION VERIF_T•.CATION REPORT k,• TIME: 11/08/1999 14: 49 NAME: FAX � TEL . DATE TIME 11/08 14:48 FAX N0./NAM_ 97780409 I . DURATION 00:00: 42 PAGE(S) 02 RESULT Off; MODE STANDARD ECM TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 312 031 GEOBASE ID 23121 ; < ,; r PHONE ADDRESS 172 ATTUCKS LANE ZIP - HYANNIS BLOCK LOT SIZE --- LOT 7 DEVELOPMENT DISTRICT HT DBA PERMIT 41760 DESCRIPTION FW WEBB - 100 SQ. ` PERMIT TYPE BSIGN TITLE SIGN PERMIT erit Of Health Safet: Department CONTRACTORS: _ ..and Environmental Services ARCHITECTS: O� TOTAL FEES: $100.00 00 BOND $, _........_. _..._. . Qi► CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE -1 .-.-_ ---. ._.v-..PRIVATE P BLE. •' MASS. 039• Al UILDI G DIVIS]b i y . DATE ISSUE: 10j18/1999 EXPIRATION DATE f a . °FSME The Town of Barnstable STM �ebA 16 9. ,0�' 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 August 4, 1999 F.W. Webb Attn: Ken Hughes 172 Attucks Way Hyannis, MA 02601 Dear Sir: In response to our talk this morning, this is to verify that you may store fiberglass shower units and miscellanneous plumbing fixtures on the second floor of your new addition with the understanding that the two existing openings on the second floor are partitioned or surrounded by a safety railing. Sincerely, alph Jones?C Building Inspector RJ:aw TOWN'OF BARNSTABLE BUILDING PERMIT APPLICATION: Map 3 l 2- Parcel O3 1 Permit# c��/ T 7" 12Hea616 lth Division . !v 0 N Date Issued ` - 7 •• Conservation Division (�Z �;��� Fee i ,s�u...,5 C Tax Collector Treasurer.. —` IMCANP M'OEM A SEVER CONNECTION MEM MH THE Planning Dept. 411—if f�d`�T►'O/J INGINERIM DMOM PNORTO Date Definitive Plan Approved by Planning Board-IV A Historic-OKH Nil Preservation/Hyannis o'V 14 • Project Street Address 1.7 2 /9 TT y L x3 u>h9 Y L -7 Village N Y.-Wly i`5 1 A 02-601 z TPc �� W , ,�eke %-�r-/v fp,eKE Owner �� ty 1,yEZ3 A 40'wL,Q d lyy Address /A ue?- G",'m 1,7y /'-/J Telephone Tel" 2-72- 66 n,---> Permit Request 3 ,'1d i'N (l- P66L M 1'G /%f2 1%eld; rcoto) /we/200mintly q00 7rD �X rks Ti,tJ(v � t.0• (.�`Pl3 -1YAAIiUI s, M A C oCo47i c�il7 /�-p0177 60 Square feet: 1 st floor: existing 1 123® proposed 9375 nd floor: existing --0 proposed 4 Total new z6 ?Z> Estimated Project Cost 597/0 06� Zoning District Flood Plain Groundwater Overlay Construction Type 11,2i5- 6NG%NEEt bME L Lot Size Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Ingle Family ❑ Two Family ❑ " Multi-Family(#units) ' ,Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Hi ay: ❑Yes 0 No , Basement Type: ❑Full 0 Crawl Ikout ❑Other `Basement Finished Area(sq.ft.) Basement Unfi ed 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 ❑' ' ❑ Electric .0 Other Central Air: ❑Yes Fireplaces: Existing New Existing woo al stove: 0 Yes ❑No Detached gara . existing ❑new size Pool:❑existing ❑new size Barn:❑existi ❑new size - Att garage:❑existing 0 new size Shed:❑existing ❑new size Other:" Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial !Wes ❑No If yes,site plan review# Current Use Ll 00,0 L_ Y •Proposed Use 3!^w " • BUILDER INFORMATION Name J�w try COSI .77A.;,e , Telephone Number 92e— 74*'�� D� Address 27 Z oA.)h/2 E5 .5 1• License# _ 2 1-6 by l 07 0- o 0 /97r7 Home Improvement Contractor# Worker's Compensation# Y_-,96 603 q:7 6 7 ALL,CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE TEVwE 1/0 1792 t 4 FOR OFFICIAL USE ONLY PERMIT NO. 3 q r - DATE ISSUED' --MAP/PARCEL NO. ADDRESS _ •VILLAGE 4, OWNER DATE OF INSPECflO-N: s FOUNDATION FRAME ° k INSULATION, FIREPLACE i ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL% -•<n is GAS_: ROUGH ±ti= e FINAL FINAL BUILDING t F f I ri u Io DATE CLOSED OUT ASSOCIATION PLAN NO. ; t ---=--- The Commonwealth of Massachusetts =•yam: Department of Industrial Accidents -_•�_ �� 011ica al/a�est/gaUoos _ " 600 Washington Street , Boston Mass. 02111 Workers' Compensation Insurance Affidavit name: location: City phone# ❑ I am a homeowner performing all work myself. ❑ lamas olrietor and have no one worla'ng in any achy O///////////d/// ❑ lam an employer providing workers' compensation for my employees working on this job. company name: James J. Welch & Co. , Inc. 2.7 .Congress Street .... . ;.. address: city- Salem, MA 01970 phone#: 978)744-9300 insurance cn. Crum & Forster olicv# 4086034767 ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the folloning workers' compensation polices: companv name• address: city. phone#- imornnce cn _. oiicv# //.�.�///�i�//.:�.�/.:l .lug✓/.�///.�i�.��.i��//�//i%//.�.�//////////�/.�/////////i�/////.�.�/.�.�// / / /..... /�/�% company name: :.,...::.........,.::........:..... address- city: phone insurance co. :... ..'iiiii�.•:::::::is w�vv.:::>::. rPd.. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of c rhtunal pena►ties of a tine up to si soo.00 and/or one years'imprisonment as weII as dvd penalties in the form of a STOP WORK ORDER and a dne of S100.00 a day against me. I understand that a copy of this s =the e forwarded to the OMce of Investigations of the DIA for coverage verification. 1 do hereby i paukas apdpenaWes.of pt rju y that the information provided above is trup and eomtx Si Date Print name �r7��7�% Phone a 9',? 71 7 /1360 Fh-k y do not write in thin area to be completed by city or town ofrAw town: pennitAlcense 0 QBuilding Depsrtmatt OLkensing Board mediate response is required ❑Selectmen's Office ❑Health Department : phone p: ❑Other (Kv*W 9,9f PJA) . ... ._ r.ar.ar.l...._ 'J1 _�..r.:l�.1I..I_..ai ..1.lr.`.s{.i..._._♦ .e•.1 ......_r• - •' . 6771 1468 DEPARTMENT OF PUBLIC. SAFETY 146816 ONE ASHBURTON PLACE. RM 1301 BOSTON` A 02108-1618 CONSTRUCTION SUPERVISOR LICENSE Number: Expires: F3irthd ate•__ CS 001247 01/01/2000 e3:f�f7ss� Restricted To: 00 .f. MICHAEL J WELCH - --•-_-�__ _ �__, 21 8RAOLEE RD -''DFf'•�=� � ' MARBLEHEAD, MA 01945 ✓_`. Keep top for receipt and change of address notification. 4. - r �- : ,� �+.'1'- s tit._l r ,•ti.: ) � •• r ,. ;M, '�.i .\,7 •`� .y. : . r ��. �: `4 .d'•• .•;, .t' '•.',t tr?. `y •,f•t.)�.• �7a� .r: �' i• 1 .�r' ,�� i. •,'.{.• -r� .,' •�� r •i :,i.,c•',��'• i= ;�°.17r 1 ci�'%f' : I.`t�';;'1 ;iY.�;;•i�� •e�.. ��• 1. .� . •`�' 'S,I�. �"S,• .r�•i!_ i'. �� \. !:�::. .\, •��,.,�. A 8119 ;o BARNSTABLE MUNICIPAL „5 AIRPORT o � 0 0 N /V �24'44' ' MAP 312 PCL 31 2' 80,499 SF i� 0 rn = r ^I } N v C /v� `mil 58.1•+/, NSF WILL" J. SCOTT 29,9•+ _ � o CONCRETE v 59.2'+/- FOUNDATION r ; I 8366 SF N DO A ' O CD N a c I - 30.0•+/ �\ R0 AD � RT 6y 50 0 JOB # 96-298 CERTIFIED PL O T PLAN LOCATION 7 ATTUCKS LANE, HYANNIS, MA SCALE : 1 " = 80' DATE 6-14-99 REFERENCE PB 350 PC 100, PB 454 PC 88 PREPARED FOR: DB 3267 PC 15 MAP 312 PCL. 31 F. W. WEBB CO. I HEREBY CERTIFY THAT THE STRUCTURE SHOWN GROUND OASTSHOWN HE EON.HIS PLAN IS CATED ON THE lH OF ARNE do oft 508-362-4541 H. fox 508 362-9880 down cape engineering, inc. 90 CIVIL ENGINEERS V LAND SURVEYORS a io main st. yarmouthport,ma DATE REG. SURVEYOR JUN-01-99 TUE 11 :49 AM STEPHEN KELLEHER ARCH` 508 758 4312 P. 07 // 2 - Pro ec e r 1 d Window System, P-600 Series PmHC85 Specifications General: Projected Aluminum Windows shall be thermally improved Atzi atones and vents all glazing legs shall be Va" high with Series P-SW as manufactured by Universal Aluminum Corp., serrations on inside surface.Glazing bead shall be extruded Marlboro, MA The windows shall include all the necessary snap-in type no less than .050" an hardware and related Items a d d Shall accommodate u s described to this section and to and including 1 glass,panels or louvers. p as detailed on the plans. Material: Thermal Barrier: All Series P-ti00 members and glazing beads shall be Thethermal h barrier shall consist of a two-part chemically extruded aluminum alloy 6063 T 5 with an internal curing 9 strength pure polyurethane casting resin. This urethane filled structural thermal barrier. Overall depth of break arou d the entire banier Perimeterrerimeter of the frame and vide a continuous the t and frame shall be no less than 2" windows to be designed for It shall not be abridged by any metals, conductors or other Inside glazing using snap In aluminum extruded head. similar materials, Construction: Finish: All ventilator corners shall be mitered and reinforced with All aluminum surfaces shall be undercoated with a 5-stage extruded keys that are crimped into place. All joints will be chromate pre-treatment then have an electrostatically applied Sealed weathertight Comers of frame shall be closely fitted, baked-on bronze or white enamel finish.(Special colors and butt-jointed and tightly joined by mechanical means. anodized finishes available at added cost.) Ventilator sections will be double weatherstripped with extruded vinyl keyed Into extruded grooves. Erection: Hardware: Window frame shall be installed straight, plumb and level wout All projected ventilators shall be provided with two four-bar, inaccordan el th a u nin place facturrers details.W or twisting nd securelyt ow shall be heavy-duty friction hinge assemblies securely fastened to properly caulked with a suitable compound to accomplish a the frame and vent members and operating in a track thoroughly water tight installation around the perimeter of Provided with an adjustable nylon ffiction feature that conceal the window frame and wall opening. when closed. Standard locking hardware shall consist of cam locking handles cast of nickel/bronze and secured with stainless steel fasteners, saw IF A0, imam 7,01 r a sow . �. c RP U -¢ _ K7 PAN' /. 0 tv9­4 Universal Aluminum Corp. 303 Mechanic Street • M0-r1bQrQ,MA 01752. 617-461-2850 ALUMINIUM wuv ALL oows Received Jun-01-99 11:43 From-508 758 4312 To-JAMES J WELCH CO Page 07 JUN-01-99 TUE_11 :51 AM STEPHEN KELLEHER ARCH 508 758 4312 P. 09 .�wnn > -- Standard Features: � .. 333 (1) Bronze Craft Locking Hardware _ aj (2) Heavy Duty 4 Bar Hinges (3) 1/4, fie" and 1" Glazing (4) Heavy Outy Weatherstripping (5) Self Mulling Units (6) Acrylic Bronze or White Finish Other Finishes Available Upon Request Optional: (1) Trim &Trim Clip (2) Tinted Glass (3) Low"E" Glass (4) Installation Clips (6) Egress Hinges . �. (6) Receptor (7) Screens (8) True Muntin O a O , v AIIJMIN4M WINOOW! Received Jun-01-99 11:43 From-508 758 4312 To-JAMES J WELCH,CO 'Page .09 JUN-01-99 TUE 11 :52 AM STEPHEN KELLEHER ARCH 508 758 4312 P. 10 - 6200T- PI/PO/CSMT/TH.I.S./FX PROJECT IN/OUT ASWENT TOP-HINGED & XED WIND ,,. (aWrI l' ELEVATIONS f- .EVATIONS ARE NUMBER KEYED TO DETAILS 'p 2-�►P� S �� 1•�l CASEMENT AND FIXED ,, T- bwC-V- W N COW W S 3 ..► r � M•'CC. �80L.(q PAN&A- • 5 8 3 25 22- 28 24 .' 28 4 8 8 10 _ 5 28 _ 1 a . 6 3 3 19 INSWING 19 INSWING 22 \ 33 23 17 ,7 4 4 3 pw 22... , 5 19 INSWING 34 29 , 22 4 17 8 - ®KAWNEER COMPANY,INC..1940 Received Jun-01-99 11:43 From-508 758 4312 To—JAMES J WELCH CO Page 10 JUN-01-99 TUE 11 :49 AM STEPHE_N KELLEHER ARCH 508 758 '4312 P. 06 t74mit:r_- UN-IVERSAL ALUMINUM CORP. 2 w R rig Gmmmvwu -WindOW System ' P-600 Series P-HC85 Project in Fixed Ute Over Projected if - - Project out specifically Deslgned for Comrneri 181 Applications Received Jun-01-99 11:43 From-508 758 4312 To—JANES J WELCH CO Page 06 JUN-01-99 TUE 11 :50 AM STEPHEN KELLEHER ARCH 508. 758 4312 P. 08 P-600 Series P-HC85 2" Thermal Glazing System Y t ..w 5 - I ION i� 0 no a ao a _ o Received Jun-01-99 11:43 From-508 758 4312 To—JAMES J WELCH CO Page 08 - y x_ �FSHE + BAM&r"M 9�A ,� The Town of Barnstable rED MA'S 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 October 9, 1997 Patrick Butler, Esq. Nutter, McClennen&Fish PO Box 1630 Hyannis, MA 02601 Re: SPR-012-97 FW Webb Co., 172 Attucks Lane, Hyannis (312/031) Proposal: FW Webb, a wholesale supplier of plumbing products, proposes to construct an addition to existing building. Dear Mr. Butler, The above referenced proposal was reviewed at the Site Plan Review meeting of October 9, 1997 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance and forwarded to the Zoning Board of Appeals with the following conditions: • Applicant to submit stamped revised plans. • Show sampling manhole on plans. • Must connect to sewer. • provide drainage on plan and drainage calculations. • Provide berm along Attucks Way. 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 die Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner Maloney Kathy From: Schlegel Frank To: Maloney Kathy Subject: RE: address help, please Date: Thursday, February 18, 1999 11:04AM SEE MAP 312 PCL 031 #172 ATTUCKS LANE From: Maloney Kathy To: Schlegel Frank Subject: address help, please Date: Wednesday, February 17, 1999 2:09PM Priority: High F. W. Webb tells us their mailing address is 7 Attucks Way. The computer doesn't recognize this. The phone book lists it as Airport Road/Attucks Lane. Can you help?? Page 1 Maloney Kathy From: Maloney Kathy To: Schlegel Frank Subject: address help, please Date: Wednesday, February 17, 1999 2:09PM F. W. Webb tells us their mailing address is 7 Attucks Way. The computer doesn't recognize this. The phone book lists it as Airport Road/Attucks Lane. Can you help?? S Page 1 f� r . r v et . STEPHEN KELLEHER .ARCHITECTS January 15, 1999 Mr. Robert Mucceroni F. W. Webb Inc. .200 Middlesex Turnpike Burlington, MA 01803 RE: Addition and Alterations at F. W. Webb, Hyannis, Mass. Present: Dan Foley, F. W. Webb Audre, J. J. Welch Steve Kelleher JOB MEETING NOTES We met on site today to review the progress of the work. The following items were noted and discussed: Andre has hit some unsuitable material below the slab grade.. - Dan Foley has been notified and taken pictures of the existing,,conditions . for;:structur.al 'stability of-"the.; slab. t It-ris; my opinion,.that l-the-:-mater.ial must`=be=removed from..the,�site: - More investigative work will be done over the next week. Andre will keep the owner and us informed. - The footings pier steel have been installed and the work looks very good. - We discussed the moving of the gas service to the corner of the building. Dan would like- to keep a paved area on the north side of the building. and possibly add an additional pit as he needs the outside storage. I said I have a call into Down Cape Engineering relative to the fact that when `organizing the. .building steel drawings etc. the _building has grown by 6 ' ' in length overall. That needs to be clarified with the Cape Cod Commission and this pit will probably need , toget -clarification also.' - Andre and I reviewed the updated dimensional plans. These plans .simply,�iclarify and .verify numbers on the December 1,--1998 tplansr,;;and'..whatLL:was discussed- with Andre'"6nd'710% over the telephone -earlier .this' week:-when-.he was pouring the.-footings_ ® P.O. Box 107 • 4 Reservation Road • Mattapoisett, MA 02739 • (508) 758-6005 Also, there were some^ steel members that were missing on the second floor framing. That was added in miscellaneous corrections made from our earlier permit set that was issued on December lst. Building Inspector has been on site to see the reinforcing and concrete installation of the footings. We are awaiting shop drawings for the bolt locations for ti the metal building frame. Those should be coming either today or Monday. *END OF JOB MEETING NOTES.* CC: Robert Mucceroni , Scott MacRae Hyannis Building Inspector , H. J. Bishop & Son AM. STEPHEN KELLEHER ARCHITECTS January 19, 1999 Mr. Scott MacRae James J. Welch, Inc. 27 Congress Street Salem, MA 01970 RE: Addition Alterations at F. W. Webb, Inc. , Airport Road, Hyannis, MA Present: Andre, James J. Webb Fadi Azrab, Universal Building Systems Steve Kelleher f JOB MEETING NOTES We met on site' to review the progress of the work and shop submittals. The following items were noted and discussed: Fadi, Andre and I reviewed together the shop drawings from A & S Steel. We coordinated their bolt plan with SKA' s foundation plan. Some of the dimensional differences relate to the fact that we had one side of the building with an outset gert and the other side with an inset gert and the center line of the building would, therefore, be eight inches ( 8 ' ' ) to one side. We took that fact into account and dimensioned the bolt plan accordingly. - Also, when.the�architect had drawn the plans, he expected- that the column line 'A' between the existing building and column line 'A1 ' the wall gerts were the outset. Fadi has 'a 'call into the manufacturer to see if the manufacturer, in fact, is going to build it that way. - Also, there is a new column introduced BU THE BUILDING manufacturer at the stairway and another column that was changed from the column line 'B1 ' line to column line 'C' . The manufacturer felt there would be a savings in steel doing it that way. Andre has thatnoted on his plans. He has to relocate . those footings (not installed yet) . - . The architects plans show straight column type metal building frame. - Fadi is going to supply a rigid frame which has tapered columns at the exterior walls of the main frames. ® P.O. Box 107 • 4 Reservation Road • Mattapoisett, MA 02739 • (508) 758-6005 It should also be noted that on tapered column designs, its not noted on the bolt plan but it will be coming on the engineering plans, generally a kick-out moment is introduced to the footing and tied to the slab. Andre will need to install reinforcing from the pier at the slab level at the main frames. That is on column lines 'B' , 'C' and 'D' with reinforcing from the pier into the slab. - SKA, Bishop, and the metal building manufacturer, need to coordinate size and length of these reinforcing straps. Fadi felt the metal building structural plans should be completed by February 1st. . We will have a similar sit- down meeting to review the shop drawing as quickly as possible. *END OF JOB MEETING NOTES.* CC: Dan Foley Bill Bishop Hyannis Building Department TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 312 031 GEOBASE ID 23121 ADDRESS 172 ATTUCKS LANE PHONE HYANNIS ZIP LOT 7 BLOCK { LOT SIZE DBA DEVELOPMENT` ` . DISTRICT HY PERMIT 44109 DESCRIPTION SUPERSEDES PERMIT #42994. BLDG PMT #39174 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox CONSTRUCTION COSTS $.00 '� vT 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE E PI t., E�'":. ; * BARNSTABLE, + MASS. 1639. A� �Ep NII� BUILDIN SI BY DATE ISSUED 06/06/2000 EXPIRATION DATE _ The Town of Barnstable sex-I o SrABM KM 9� Department of Health Safety and Environmental Services % Mo't Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner June 6, 2000 F.W. Webb Company Marc Nantel, General Manager 7 Attucks Way Hyannis,Ma. 02601 • Re: Webbs, 7 Attucks Lane,Hyannis Dear Mr.Nantel; Please be advised that I have recently been informed that all Site Plan conditions have been satisfied. In recognition of this report,the corresponding CO has been converted to reflect final status. Sincerely, Ralph Crosser Buildin Commissioner 1 F. V. WEBB COMPA�&Y INTERSTORE SHIPMENT r FROM: s F F - , Al - p • De artment „ lth Safety, •. p of Hea , sand Enviror ientaI Services A y , w . x �. MASS.I HARN3TABLE. 1639.' > ry BUILDING'DIVISION . • a BY l • ' r Department of Health, Safety and Environmental Services * BARNSTAB14 MASS. 039. FD MA'S BUILDING DIVISION BY {r. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.F;N- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET•OR r 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_ t 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. III BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 ` 1 (Q Qq,v 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL ^--_OH�C 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. Va� I BUILDING PERMIT 6c. p el/ (��_ I I a TOWN "OPPROV-E67t BARN B*- LE El PLUMBING G i i v ,TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 312 031 GEOBASE ID 23121 ADDRESS 172 ATTUCKS LANE PHONE HYANNIS ZIP - LOT 7. BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 42994 DESCRIPTION F.W.WEBB CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: �1HE ' BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY l PRIVATE P ABLE, i MASS. i6g9. A� Ep M1►1 BUILDING DIVISION BY DATE ISSUED 12/10/1999 EXPIRATION DATE TOWN OF:=.BARNSTABLE CERTIFICATE"bF OCCUPANCY j PARCEL ID 312 '031 ,; GEOBASE' I D'- '23121 ADDRESS 172 AT-TUCKS LANE - PHONE HYANNIS ZIP - LOT 7 BLOCK LOT SIZE e DBA DEVELOPMENT, DISTRICT HY ,PERMIT 42994 DESCRIPTION F_W.WEBB CERTIFICATE OF OCCUPANCY }PERMIT TYPE `BCOO TITLE CERTIFICATE OF OCCUPANCY RNTRACTORS: Department of Health,,Safety ^ RCHITECTS: and Environmental Services 1 TOTAL FEES: �11H*E BOND $.00 -�1► •{►� CONSTRUCTION COSTS $.00 �+ 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PI?} 'p 3TABLE + MASS. 039. A� ED MA'S BUILDING DIVISION BY DATE ISSUED 12/10/1999 EXPIRATION DATE 0. F _ TOWN OF 'BARNSTABLE CEFrrIFIOF y i PARCEL ID 312 0,31 CEOBASE AID -231. 1. � ADDRESS ESS 172 NPTUC S LANE PHONE HYANNIS' ZIP LO`S,' 7 BLOGK LOT 'S'I 7,E DBA DEVELOPMENT HERMIT 29 4 DESCRIPTION F.W.WEBB CERTIFICATE OF OCC UPANCY !,.PERMIT ER,MIT TYPE- BCOO TITLE CERTIFICATE OF OCCUPANCY A. Department of Health, Safety =NTRACTORS `ARC; I'I'EC'TS: and Environmental Services TOTAL l+'EEZS:BOND $MOO. CONSTRUCTION COSTS � $.00 � Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P� 1.�1�ntti. fARN3TABLE. MAS& ' �i ED M1r►I A BUILDING DIVISION BY N DATE ISSUED 12/1.0/1999 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 OF THIS .PERMIT DOESNOT 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 BEEWMADE.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. MO � s ® ' ® 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. i BUILDING PERMIT r-sJP- 1 Ld � G ors TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# ( � G Health Division �1� C � J_ °f� 1 J�1✓L-�2 Date Issued Conservation Division VeC. t7T` eeR �`� h�+� ��► Tax Collector Treasurer__ Planning Dept. Date Definitive Plan Approved by Planning Board A -lam Historic-OKH Preservation/Hyannis �+ ✓Project Street Address H S . A 14 ;,/`/illage R owner Address '�,'feelephone -Z o Permit Reque t Du a e .DID /O S �G Square feet: 1 st floor:existing i(� proposed(F.3'7s 2nd floor:existing proposed lu3Z Total new 2 6 ,/Estimated Project Cost ' Zoning District Flood Plain Groundwater Overlay construction Type ~ Lot Size Grand! thered: ❑Yes ❑No If yes,attach supporting documentation. Dw T' pe: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing S e Historic House: ❑Yes O No On Old King's` ' ay: ❑Yes ❑No Basement Type: ❑Full ❑ I 0 Walkout ❑Other �. Basement Finished Area(sq.ft.) <Basementea(sq.ft) Number of Baths: Full: existing new new Number,of Bedrooms: existing newTotal Room Count(not including baths): existing Floor Room Count Heat Type and Fuel ❑Gas ❑Electric ❑OtheN 41 Central Air: 0 Yes o Fireplaces: Existing New Existing wood/coal stove. Yes ❑No Detached ge:❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new siz ' JAtt ed garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Ap eals Authorization ❑ Appeal# Recorded L1 t d Commercial es ❑No If p ,es site Ian review# Y Current Use 0 u, ; Proposed Use BUILDER INFORMATION Name. -,���� � Gc�el,e/ - (b INL° ✓Telephone Number `� ��' 7� - 3a Address �'� 7� License# X ®� 1 Z � Hom'' Improvement Contractor# z/Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE D t1 30,�� 1- 3 FOR OFFICIAL•USE'ONLY - PERMIT NO. DATE ISSUED - �• - • - F� < 'r i �_ _ _ ` ; _ - '; { .', ; . , MAP/PARCEL NO. 1p ADDRESS '; VILLAGE OWNER i - r 1 ._. - •! - • � � .` r r r ' ; f d.,= + - +- ` '3-.', t' t' ` i j �� _ .- p' ,r '' t C s DATE OF INSPECTION: FOUNDATION'` L ; FRAME INSULATION• - . . .-�. ,1 •{ : E c ',a. , '. - ." - 'r � , ' ,r 4 ; : �3 i +• FIREPLACE ELECTRICAL: ROUGH `' FINAL' f" a , c4r , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL. FINAL BUILDING .' .� DATE CLOSED OUT r' 8 t ASSOCIATION PLAN NO. ; , --_a: '_ -:-_. The Commonwealth of Massachusetts . --= Department of Industrial Accidents ace ofinyrestigalions 600 Wasltington Street J+ Boston,Mass. 02111 Workers' Compensation Insurance Affidavit mu I name: location: city ohone# ❑ I am a homeowner performing all work myself. ❑ I am a sole ro rietor and have no one workin in any ca acity ❑ I am an employer providing workers' compensation for my employees working on this job. company name: James J'. Welch & Co. , Inc. address: 2.7 :Congress Street r Salem, MA 01970 ohone#: ( 978)744=9300 city insurance co. Crum & Forster AM# 4086034767 ` ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city: phone#: insurance co. olicv# Contra ny name: address: dtv phone#: Insurance co. ,.: ...: ... olicv# Fallure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment is well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statem ma be forwarded to the OMce of Investigations of the DIA for coverage verillcation. 1 do hheereby i u r the pains d penalties of perjury that the information provided above is tru,-and correct sign iur Date Print name Phone# q NV �1360 X/Z official use only do not write in this area to be completed by city or town otlicial (contact ity or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required QSelectmen's Office ❑Health Department person: phone#; ❑Other (avaea 9J95 PJA) Information and Instructions r Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for then employees. As quoted from the "law", an employee is defined as every person in the service of another under any co= 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 of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver, c: 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 employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or 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 local licensing agency shall withhold the issuance or renews; 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,neither 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 contracting 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 insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is = . being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you E_ are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permi tilicense number which will be used as a reference number. The affidavits may be returned fo the Department b mail or FAX unless other arrangements have been made. ep Y The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. i The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Offlce of imlestloatlons 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 5 6771 146811 DEPARTMENT OF PUBLIC SAFETY 146816 ONE ASHBURTON PLACE, Rq 1301 BOSTONK A -02108-1618 CONSTRUCTION SUPERVISOR LICENSE Number: Expires: B-Lathda Q CS 001247 'T: 01/0.1/0000 7_19 Restricted to: 00 1 67 j2ul MICHAEL J WELCH J` 21 BRADLEE RD MARBLEHEAD, MA 01945 4 60, Keep top for receipt and change of address notification. W, • ST,1-4 own 2.;'M.1Qj!qv< ­Vvoy,. • j M Otto, -eAvvp,J- "'INTAOR oily 'AAA,0070� SAM 4 d' 1§0Q: 4-WaA,TO wN om own 'n Aly M, a 1 MY, 'J iz hly c'Na yqW0M 1 -- c . A* '4 J i S , , W 7 +0 TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY (PARCEL ID 312 031 GEOBASE ID 23121 ADDRESS 172 ATTUCKS LANE PHONE HYANNIS ZIP - LOT 7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY. PERMIT. 44109 DESCRIPTION SUPERSEDES PERMIT #42994. BLDG PMT #39174 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: ME BOND $.00 Ox� CONSTRUCTION COSTS $.00 f 753 MISC. N4T CODED ELSEWHERE 1 . PRIVATE P -E:ti� ; * BARNSPABLF, + NOTE: ALL CONDITIONS OF SITE PLAN REVIEW- APPROVAL MA83. MUST BE MET PRIOR TO ISSUANCE OF PERMANENT sbg9 % ED M1� CERTIFICATE OF OCCUPANCY. BUILD pSt,O BY DATE ISSUED 02/11/2000 EXPIRATION DATE 05/11/2000 1 :% > �,�•""'.e TOWN OF BARNSTABLE Permit No. _- Buildit,Inspector I SAUSTAn Cash OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to F. W. Webb Camgany Address - Attuoks Way 'a Airport Rc74cL a,. Hyannis Wiring Inspector f'�_ �;/ Inspection date Plumbing Easpectoi X Inspection date Cray Inspector+1 �� - . Inspection date -> �1 l 'Engineering Department f„1� l f`-t-- !Tr Inspection date// p� / THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL' NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. 19,P! _., ...�(,Building Inspector'"..: i Assessor's map and lot'number 11.4......... I ` . ...... CF THE TO ,,Sewage Permit number .. 8/.. ..s�, . .d............................. , SEPTIC SYSTEM MU§T @I : BARNSTABLE. House number ........................................................................ �N 9 MAsa TOWN OF BANYNOVA,1146tAN6 TOWN fMOUL4TiONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....Ki w.....13wkfal.......... ..................... TYPE OF CONSTRUCTION ....ti.Pr0..Q.L' V-S -.Ter-+....... ..... ..... 1/1�. ...... z .........19.4��. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies, for a permit according to the following information: Location ......A-T.-T.Q<,-..v-.ir;.. V y. ... ... ......- .. .... . ...... ....... .. r......1. C. � ?. .�.�,7.�.�/ :'.... Proposed Use -.1�./. .1.......... ..... .� 4r... ....�, Ids i .�- 44 ...... ..Q. .}.Gl r........ Zoning District . I. ,�I. 4 `�?`C'2�.! 1..........................Fire,District ....ky./S N.!tid.k.S........................................ Name of Owner s`.�(r... .�F..�F.�.aJ :.... .0..........Address N\ A Ai A, ....� ......... Name of Builder ......Address ..— ... .Name of Arch ite (C+W.6... j... .. 41..L. sue. k.... ...,....,.. .V. l►!�. .l .l. ..)... ./� ' � Number of Rooms .....-Foundation � 1. .............................. Exterior . A�,......... ..... .......................Roofing ..... r Floors ...©`-!..?�...... ........................................................:..Interior ... Ta L3 (Z_. Heating � .5...................... ... Plumbing Z . F Fireplace ...... ......4 ......................................................Approximate Cost .............. ?.�1...�.�..�.®..�..�................... Definitive Plan Approved by Planning Board ________________________________19________. Area �.�.../...Lo.'T.. .... Diagram of Lot and Building with Dimensions rf •--�" Fee ... ......... .... . .................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ��1 MO. oil I hereby agree to conform to all the Rules and Regulations of th o n f Barnsta le regarding the above construction. Nam ...... ... ........ .......................................... � � , ice , F. W. '' EBB COMPANY a. 23203 Build One Stor,,7 No ................. Permit for .................................... Commercial Building ............................I........ .......... ............... r Location Attucks TA7 Road ........................................7 7 r:T:fttt t ......... • Hyannis ............................................................................... wner F......,W......We.bb.......................................Company................. 40 ... ... . ..... .... Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ -Permit Granted ............ .........19 81 Date of Inspection .......................... ........19 Date Completed. ..... ..........19 PERMIT REFUSED- 7. _47 ........... ...... 19.............. ............... ....................... ....................... • f . . .......................C.. ................................... ............................... .............................................................. ............... ........................................................ Approved ................................................ 19 ............... ............................................................... 6,49�pl Assessor's map and lot'number TFIE PypGSewage Permit number MAWS T AXLE, Housenumber ..................................................................... 1639- a Mo TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....... ......"JO .............................. ... TYPE OF CONSTRUCTION ... r)�,.le .—T ........................................................ ........... ..... ........ ........ZK .........z..............119..� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... ....... ........ .................... .................................................... _j Proposed Use J?A I I A I k-1.rj....... ... ........................... ...... .... ........................................... Zoning District ..............................Fire District ....L71. .4.,— X1 . . ..................... .Name of Owner "...AV:... ......... ...........Address ............. .....Address .......................................................... Name of Builder .... C s ..... . ....... ....... Name of Architect_.A... ...Addre"s ... . ...... Number of Rooms i .......Foundation ................... . Exterior ............. ................. . .............. .......................Roofing ..... .................................................. ....... .. .......... . ...........................................Interior t. ...Floors . ....!.;A ........ Heating -14..t7::....j.............. ...............................................Plumbing ..................................................................... Fireplace ...... ........................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board -------------------------------19--------- Area Jlj.. ................................ Diagram of Lot and Building with Dimensions Fee !:�-/.4 .......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the"Town of Barnstable regarding the above construction. Name' ............. .................... F. W. WEBB COMPANY 23203 Build One Story No ................. Permit for .................................... Commercial Building ....La:h-jc........................... Location ...At.tuc.k.s...Way....&....Mrr-PiD-Pt Rocad ..... ....... .. . ........ . ........- ............... Hyannis .............. F. W. Webb Company Owner .................................................................. Type of Construction ........................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ........ ............19 81 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED .................................... .......................... 19 ................................. ............................................. ............................. ....................................... .........i.j. i.v.................................... ...... . . . . ....................................... Approved ................................................ 19 ............................................................................... ............................................................................... i W.O.#: SCOPE • WORK W/, MASONRY SEEPAGE 10F 2 v � . " MAJOR PURCHASE / z MYLAR LOGO & LTR WALL OIGNAGE i i ` MANUFACTURE & INSTALL: ONE SET OF SIGN DISPOSITION � > Y; MYLAR LTK STYLE WALL SIGN, WITH ❑Store for Bado ❑Leave @ Site ❑Dispose 3t ❑Store for Customer ❑Chargeable V4A ALL PCS PEGGED OFF CORRUGATED • • . = WALL (SAME HGLE AS ENTRANCE ELE ) - �az�•''1'u-- {}, -�.+.^-.""'"t''�.2'�:�'"'�..:-`..-,-'�'r"' T""-' .-°"'ye'�'3r'o'eta!-"i'-�'���'�-==�"a�+a"Ur! � r�.�.�.- - Cabinet:N/A ' PHOTO FROM SALES SURVEY-Scale: 111I.T.S. Retainer: 1"BLACK MYLAR TRIM Face:3/16"WHITE PLEXI 1 Copy:RED(3630-33)GRAPHIC,W/WHITE COPY 21'-4' ,,,LETTERS Returns: N/A 25" Face:3/16"WHITE PLEXI D 2 Trim: 1" BLACK O 0 Neon: N/A 0 w Transformer: N/A 56 0 r, D nI Qn 2 POLES Pole:_ .. - -- - - O D a ` Pole Cover: N.�2a� ONE SET OF 3"(HT)WHITE,15t SURFACE DOOR VINYLS LL COLORS ARE FOR REPRESENTATION`ONL DETAIL ELEVATION 3/8 =1'-O" t r r---------------------- :SEE ACTUAL SAMPLES FOR COLOR MATCH. LL FINISHES TO BE SEMI-GLOSS UNLESS OTHERWISE NOTE[ DETAIL ELEVATION 3/8 =1'-0" r GENERAL`INFO Qty:TWO SETS Sq.Ft:99.99 Type: Mat: Ret.Size: Box Depth: Estimating Clien Location: is W WEBB HYANNI MA d�N �� 1 S/F D/F ILL. on-IL Face Mat: Thickness: Copy: Field Survey File Name: Design Specifications Accepted By: Ckts: N/A Volt: N/A % Production Pole Cover! Mat: Hgt: Depth: F.W.WEBB 990997 Client: Landlord: , Amp: N/A UL:N/A Update Eric Program: Drawn By: Sales Rep: Date: -- - - Interior Exterior Face-Lit Back-Lit Drain Holes: Y N _ COREL 8 JGA BILL B. 9-23-99 ' Update A.B. 158 Greele St,Hudson,NH 03051 Ground Face. Mat:WHITE PLEXI Th:3/16" Retums Mat: N/A Depth: 1" Scale: Ref.Std. Dwg. No: Part No: (603)882-2638 Fax(603)882a880 a�. INDICATED Size: MyIa Size:1"BLK Backs Mat: N/A 'Neon Rows:N/A MM: N/A Sales Rep. Length: 0. Revisions: Date:' Revisions: Date: Revisions: Date: ©COPYRIGHT 1999 THE BARLO GROUP '' �� Stub Concrete:_Yds. Trans. Location: N/A Wiring '/z BX 3/8 Liqtite Raceway THIS DESIGN IS THE PROPERTY OF THE BARLO GROUP,ALL PRODUCTION AND Dia: 1 3 cJ DUPLICATION RIGHTS ARE RESERVED BY THE BARLO GROUP.THIS PRINT IS B— 99-09-97 IGNED FOR YOUR Length: Housings/ Glass Pk's Dbl.Backs Mtg./ Nut Sert Thru Back <Cllp 2 1. 4 6 ORGANIZATION OR EXHIBITED NIN ANY EFASHON AND IS OTTOBEUSEDOUTSIDEYOUR SHEET 2 OF 2 W.O.#: JOVEKENT.KANCE SCOPE OF • - MFG.&INSTALL:(2)TWO 5ET5 OF lr MYLAR LTRS,W/MYLAR STYLE LOGO _ L 1 U L © . B k 13 AL50 REQ D-1st SURFACE,3 WHITE11 VINYL SIGNATURE ON GLASS DOORGI a �C` 3 k i. t T,. r } MAJOR • PURCHASE SIGN F DISPOSITION r MYLAR LOGO& LTR WALL SIGNAGE ❑Store for Bado ❑Leave @ Site ❑Dispose ❑Store for Customer ❑Chargeable d/A MANUFACTURE & INSTALL: ONE SET OF • • - t MYLAR LTR. STYLE WALL SIGN, WITH ALL PC5 BEGGED OFF CORRUGATED cabinet:N/A ' ' I9 ' ' . WALL (SAME HGLE AS 51DE ELEV.) Retainer: 1"BLACK MYLAR TRIM Face:3/16"WHITE PLEXI Copy:RED(3630-33)GRAPHIC,W/WHITE COPY LE7TER3` Returns: N/A Face:3/16"WHITE PLEXI 25" Trim: 1"BLACK O 0 D D Neon: N/A " � 9� , Transformer: N/A 56 0 D o 0 2 POLES Pole: -� D 12" Pole Cover: LLCOLORS`ARE.FUR REPRESENTATION:ONL DETAIL ELE1/ATION 3/8 =1'-O�� SEE ACTUAL SAMPLES.FOR COLOR MATCHS_;: AREA=99.9 5Q.FT; � I LC FINISHES:TO BE SEMI-GLOSS UNLESS OTHERWISE NOTE -----------------------• I 'OENERAL1 INFO. "k r Qty:TWO SETS Sq.Ft:99.99 Type: Mat: Ret.Size: Box Depth: Estimating Clien Location: - S/F D/F ILL. on-IL Face/Mat: Thickness: Copy: Field Survey W WEBB HYANNI MA _ File Name: Design Specifications Accepted By: Volt: N/A Pole Cover Mat: Hgt: Depth. Production F. W.WEB5 990997 Client. Landlord: Amp: N/A UL: N/A Interior Exterior Face-Lit Back-Lit Drain'Holes: Y N Update Eric Program: Drawn By: Sales Rep: Date: , COREL 8 JGA BILL B. 9-23-99 Update A.B. '° Greeley Ground 4 Face Mat:WHITE PLEXI Th:3/16 Retiir Mat:N/A Depth: 1" Scale: Ref.Std. Dwg. No: Part No: " 158 eeley Sti;Hudson,NH 03051 x jar Sales Re INDICATED Iso3)asz•263s Fax Iso3�aa2-�sao Dia: Size: p _ Length: -,Mylar Size:1"BLK Backs Mat: N/A Neon Rows:N/A MM: N/A _ Revisions: Date: Revisions: Date: Revisions: Date: ©COPYRIGHT 1999 THE BARLO GROUP Stub Concrete:_Yds. Trans. Location: N/A Wiring % BX 3/8 Liqtite Raceway THIS DESIGN IS THE PROPERTY OF THE BARLO GROUP,ALL PRODUCTION AND Dia: 1 3 rJ DUPLICATION RIGHTS ARE RESERVED BY THE SARLO GROUP.THIS PRINT IS B_ 99-09—Q7 HOUSIn s� Glass Pk's DbLBacks Mt Nut Thru Back < CII DESIGNED FOR YOUR PERSONAL USE AND IS NOT TO BE USED OUTSIDE YOUR �`// Length: 9 g' P 2 4 6 ORGANIZATION OR EXHIBITED IN ANY FASHION. SHEET 1 OF 2 , ic PF4- F 20' 20' 20' 21'-0" NvIw s IEW OaltlklE 'x _p"� AO O ANA. NX_2 -w OF FON mCEr 1^CF FDN BALL— -- F4 3 F3 F3 F m TIALL F 'x 'x' BRG PL 'x•x• etc I B � _ N OR I r s COLUMNS TO N r FF ` . J L JF2 F2 L - F3� 'x'x BRG PL Z - " F3* F2 .. - 47'S VERTICAL - 'I MEW FO NDA� ( I I �� .. #YS 0 12" KITH 6 ,}n .. JJJ Y" I 9'R�NFORO� PST CONCRETE Tlnx TALL SLAB X W Z9 x Z9 - - ! •I MMOR I I IEHINl1TxN of N P (_ COLUMNS TO ( I I I t mWk f i�#SS #7�5 VERTICAL ROOF O I7 - _ I � - ( FITS U.N.0. . - III - � -, � � . I =- -- I - 3 I _ �F1 PL �F1 F3 F1 F1 'x'x BRG DAnON WALL PILASTERS 4 COLUMNS PLAN DETAILS N t 2 II �� 1rALL I �,�4, o NEW COLUMN - ,, - f. +r-r . 1 --s - - ,l 2 #5'S TOP - - ,,•. ,C.z_r 25 DOWELS s - OF FM - :.. & BOTTOM x.d:..;> :•� - _ TOP & BOTTOM tg - , _ _ _ �. _ t�� �� I slfr N 1ATP ' i�l �F4 '3' ' t` rL-T--- 4 12" CONCRETE �. EXISTING - - ^'r FON WALL •'-`, •.- - • _ . - 2 F2 E F2 F3 , To anxmE ma s, i 3 A5 DOWELS TO SEE FOOTING SCHEDULE pFfpN WALL TE 3 111 5'S EX NO T& B FTG FOR FOOTING REINIFORCING - C I ,. I ,I. 14. F FOR FTG DIM & DIMENSIONS _ a & REINFORCING :;5;: FACE _ *� N �u xarmvo 6 F3 r r-4• I F3 I Tp F3 I rtr attic A FOUNDATION SEC110N B FwNDAnm SECTION C FOUNDATON SECTION PAO W� 5 • E PAo•won �� a�1�mo2 WAIL.GIRT OUTSET 8" WALL GIRT OUTSET-;: 19 15'-D L-0.1 15COL -0" 5'-0".. FUN UALL 41 -0" " • _ - _ t • M • : - • BOX OUT® �F Al B� ' a B1 -,COL. W/GWB fi" MTL STUDS ®i6' O.C. W/ � -. .. 5/8" GAS ON 1 1/2' Z. 5/8" GWB BOTH.SIDES - - - - - - - U .C PS SPLIT BLOCK, 5 TOTAL - F 0 U N D A TI ON PLAN 8`WALL GIRT INSET BOX OUT® 6' MTL STUDS®16" - - COL W/GWB D.C. W/5/8' y- 26 GA. MTL WALL PANEL W/ ? 6" REINFORCED / 6'-REINFORCED GWB BOTH SIDES 12 CONCRETE FDN WALL -� R-13 FIBERGLASS W 6 MIL 6' REINFORCED CON VINYL INTERIOR FINISH CON SPLIT FACE BLOCK 'CONC - � F1 = W-6" SQ. X 16" W/6 #6 E.W.. E SLAB SLAB 5' TOTAL SLAB _ •�Wxfwr•Ilm xotl R 2' RIGID INSULATION I p U17 t ozm 10' CONCRETE FDN WALL 12'.CONCRETE FON WALL 4'S ®12' I — _ - .v Y. 8"x16" PILASTERS ®COLUMNS = 4'S ®'12' - � � ' 2' RIGID INSULATION r— F2 = 5'-0" SQ. x 14" W/5 #5 E.W. t 2" RIGID INSULATION 8"xtfi PILASTERS ®COLUMNS I I F2 DIMENSIONS VARY SEE PLAN �.�.��D { .•y / #5'S ®12' -PROJ. Z Compmy SEE FOUNDATION PLAN (S-1) .t. SEE FOUNDATION PLAN (S-1) - L—_J 7 AtinCks Way =< FOR FTG DIM & REINFORCING I FOR FTC DIM &REINFORCING' - I - ^.; F3 = 4'-0" SQ. x 12" W/4 #5 E.W. Hywmv*MA MW1 SEE FOUNDATION PLAN (S-1) I I F3* DIMENSIONS VARY SEE PLAN FOR FTG DIM & REINFORCING ' - r-I F4 = 3'-C" SQ. x 12" W/4 #4 EX F�d�on PIM D WALL TYPE- � WALL TYPE- ��FUJNDATIDN SECnc .• L J F4*= 4'-0" SO. x 18" W/3 #6 E.W. SEE DETAIL Mn.PANEL EXTMOR ONSET) SPLIT RIB BLOCK O HIGH WALL' WA °`trtTJ Vga ® °wa.ram L_ 4 Al B C D E F I 20' 20' 20 20' 21 '-0" A7 " N ' ' INSE1 GIRTS r— NEW CONCRETE THIS WALL NEW CON ,,,X "x „ X Pox, OUTSIDE EDGE PAD ® D PAD FOR A.H.U. U.N.O. OF FDN WALL �— — — — —J— —L — _F 7.5 TON EA. - - - -L � — - - -� - - - - l +2'-0" F4 F4* F3 F3 F STEP IN TOP x x , x BRG P 3 OF FDN WALL X BRG PL I I ' 2 B N 6"x6"x1 4" TS TYP. , INTER OR _. COLUMNS 10 2ND FLR @, F2 1- �I ' I FTGS U.N.O. 2 __j LT—J • F3 F2 F2 F2 It '„x „ BRc PL F2 F3 D/F SIM • 4 #7'S VERTICAL EW FOUNDA ION • I OUTSET GIRTS 3'S ® 12" 6 REINFORCED 000 PSI CONCRETE N # rJ SLAB WITH 6 X W 2.9 x 2.9 THIS WALL fix fix 'it TYP. INTERIOR I I TERMINATION OF op COLUMNS TO 4" SILL FOR LOCKS? 10 4 #7'S• VERTICAL ROOF ® E1 I I � F � � FTGS U:N.'0. (� ,. I ° 00 #SS ® 12" . 3 LT__1 Lj I L � F1 F1 x x BRG PL F1 F3 F2* 0 DATION WALL PILASTERS 4 5 3 ® COLUMNS PLAN DETAILS 1 2 I N TOP OF FDN WALL 1 ' NEW..COLUMN ' QI 4 . . •# 2 #5'S TOP STEP INTOP I & BOTTOM :::• '';'' 2 #5 DOWELS ...w.. , I— I OF FDN WALL CO N .;':. TOP & BOTTOM . :� ' •'..''' s. h F4 _ _ 4 F2 F2 12 CONCRETE ., EXISTING .•,;•.• ' I-� -f- . • :���;:,:• FDN WALL {' .,.y:.r r F2 F3 TO OUTSIDE EDGE ;,1�•• :4 '•. y' •' .' ; ,'= 3 #5 DOWELS TO SEE FOOTING SCHEDULE F3 E SIM OF FDN WALL ` 3 # 5 S ' `'• EXTEND T & B FTG FOR FOOTING REINIFORCING .,'`' C I4" SP T RIB F 1 O •� , •. FOR FTG DIM & DIMENSIONS & REINFORCING '�•, ', •• ., L•', I FACE LOCKS' CN +•' ..�•,.:. FALL MIN. COVERAGE OF ....; .. ,••,', REINFORCING REQ. ' '" ' B F3 PE METER,CONC " ' F3 PIL STER, TYP. F3 NEW CONC FOUNDATION SECTION B �OU�NDAT�10NSECTION (E) FOUNDATION SECTION .. PAD 0 DR A _ _ 5 --FEW CONC �— OUTSET GIRTS TYP. F4* E PAD 0 DR ABOVE SPLIT RIB 1 ' OUTSIDE EDGE \\-8" WALL GIRT OUTSET COL. At-F of FDN WALL 19' 15,—0, 5'— 0„ 15,_0„ 5,-0" 41 ,—0" 8„ 'WALL GIRT OUTSET Box OUT A Al B A7 Bl C C1 p E F COL. W GWB 6„ MTL STUDS 016" O.C. W/ 5/8" GWB ON 1 1/2„ ►,Z„ ` 5/8" GWB BOTH SIDES CLIPS .�. SPLIT FACE BLOCK, 5" TOTAL cp 8„ WALL. GIRT INSET BOX OUT ®— . 6 MTL STUDS 016„ FOUNDATION PLAN. COL. W/GWB if O.C. W/ 5/8" w 26 GA. MTL WALL PANEL W/ GWB BOTH SIDES 12" CONCRETE FDN WALL 6" REINFORCED R-13 FIBERGLASS W/ 6 MIL 6" REINFORCED 6" REINFORCED — CONC VINYL INTERIOR FINISH CONC SPLIT FACE BLOCK CONC F1 = 6'-6 SQ. x 16to W/6 #6 E.W. a SLAB SLAB 5" TOTAL SLAB �► Stephen Kelleher Architects N 2 RIGID INSULATION 4 Reservation Road N Box 107 .r :. •:•• #4'S ® 12" L Mattepoisett, MemchusettS.02739 co 10" CONCRETE FDN WALL 12" CONCRETE FDN WALL — I 5W-758-M5 Fax 758-4312 #4 S ® 12 N • , „ '• 8"x16" PILASTERS C� COLUMNS , „ „ 2 RIGID INSULATION �:" 8"x16" PILASTERS CAD COLUMNS F2 = 5 —0 SQ. X 14 W/5 #5 E.W. •y ,. .,. 2„ RIGID INSULATION , „ r •.«;:: #5 S ® 12 —PROJ. I I F2 DIMENSIONS VARY SEE PLAN F.W. Webb Company SEE FOUNDATION PLAN S-1 �/ A µ ( ) »' SEE FOUNDATION PLAN (S-1) (_ — / AttL1Cs Way r ;' FOR FTG` :DIM & REINFORCING i FAR FTG DIM & REINFORCING :n F3 = 4'-0" SQ. x 12>, W/4 #5 E.W. o H Y •:, . .' ,.r, •. .• t 'r N•t •°a•'1 • , •.• t• . � � � AP,, ymnis, MA 02601 ;;:':a.^;,' '' '•' 4 '•": SEE FOUNDATION PLAN S-1 p •p :•. '4 p•f `' 3 MIN. COVERAGE OFF':.!•:'{' * g• y f • . -.• . . . ( ) F3 DIMENSIONS VARY SEE PLAN •' ' . ALL REINFORCING REQ. T , • T. ; FOR FTG DIM & REINFORCINGL Ws �.� Ali Foundation Plan F4 = 3'-0 SQ. X 12 W/4 #4 E.W. UA �► L TYPE — WALL TYPE UNDATION SECTION _j F4*= 4'-0" SQ.` X 180' W/3 #6 EX SEE DETAIL F'�1THOFu�*�g� imn: Y &WALL T PANEL EXTERIOR (INSET) E SPLIT RIB BLOCK (DL@ HIGH WALL ; !! r - � °ib°'1211198