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521 MAIN STREET (HYANNIS)
.�� / j��d.c�-ice -a� .. ��� � q� r FIME T Town of Barnstable Regulatory Service Director Richard Scali Regulatory Services " * Licensin D1V1Slon Consumer Affairs Supervisor * BARNSTABLE. * Elizabeth G.Hartsgrove � M6 SS. �$ 200 Main Street, Hyannis, MA 02601 AjFG 3.l A, www.town.barnstable.ma.us Consumer Affairs Administrative Telephone: 508-862-4778 Fax: 508-778-2412 Officer Assistant Stephen O.Estey Margaret Flynn November 16, 2015 KELAFONIYES, INC. D.B.A. EGG & I ATTN: PANAGIS KAPPATOS 521 MAIN STREET HYANNIS, MA 02601 SUBJECT: SHOW CAUSE HEARING—NOVEMBER 16, 2015 Dear Mr. Kappatos, The Licensing Authority held, an advertised show cause hearing,.on November_ 16, 2015 for Kelafoniyes, Inc., d/b/a Egg_&.I,.Panagis Kappatos, mgr, located at 521 Main Street, Hyannis.foP the following violations of the Town of Barnstable, MA Code: • §501-14A1, Other causes for revocation, suspension and modification: due to a number of Health violations, as cited in the attached Public Health Notice dated October 5, 2015, at the Egg & I located at 521 Main Street, Hyannis. • §501-5C, Physical Premise: Portions of premise covered by the license was found unsanitary. • §501-5A, Physical Premise: License is considered not in good standing due to failure to comply with statutory Health codes. After testimony from Health Inspector Donna Miorandi, the following motions were voted 3-0 by the Licensing Authority: • FINDINGS: To move that the Licensing Authority determine violation of §501-5A, §501-5C and §501-14A1 of the Barnstable Licensing Authority Rules and Regulations was found; • VERDICT: To move that the Licensing Authority find Egg & I located at 621 Main Street, Hyannis guilty in violating §501-5A, §501-5C and §501-14A1 of the Barnstable Licensing Authority Rules and Regulations; • ACTION: To move that the Licensing Authority suspend Common Victualler License for 3 days, in conjunction with the October 13, 2015 Board of Health show cause hearing decision (Upon a motion duly made by Dr. Miller, seconded by Mr. Sawayanagi, the Board voted to issue a three (3) day suspension but will hold off implementing it unless there is another critical violation during the summer of 2016 which . the staff believes is significant enough to impose the suspension. Also, the Board voted to continue this item until the March 2016 meeting with the condition their consultant assists the restaurant in pre-op preparations and the consultant meet with the Health Division on status prior to Board meeting March 2016) and to be held in abeyance for one year from date of this hearing. Re pectfu y, El Yabeth G. HartsXro Consumer Affairs Supervisor Cc: Barnstable Licensing Authority, Barnstable Board of Health, Regulatory Services Director Richard Scali, Health Director Thomas McKean,Barnstable Police Department,Atty.David Lawler ! '.)015 I and 3) this variance approval is pending approval from Roger Parsons, Town Engineer. C. Attorney David Lawler representing Aztec City LLC — 302 Main Street, Hyannis, grease trap variance. GRANTED WITH CONDITIONS. The Board voted to grant the grease trap variance with the following conditions: 1) a grease recovery device will be used and maintained (Big Dipper on site), 2) grease removal logs will be maintained and the logs will be submitted to Roger Parsons, Town Engineer, per his request. V. Hearing — Food (Continued): David Lawler, Attorney, representing Joann Lucas and_Panagis Kappatos, owners of Egg &'I Restaurant, 521 Main Street, Hyannis, review of food procedures prior to renewal of food permit 2016. DISCUSSION. The Egg_& I are moving forward with their checklist of repairs. They have purchased a new hood and exhaust. Their consultant will come down from NH once kitchen is back together (once the floors and the sinks are in.) They will try to coordinate a time when Donna Miorandi, Health Inspector, and their consultant can meet together at the restaurant. VI. Hearing — Septic Repair Peter Gross and Melissa Gross McCray, Trustees — 2 Lake Drive, Centerville, Map/Parcel 230-075, failed septic system. CONTINUED TO MAY 10, 2016. Per applicant's request. VII. Hearing - Show Cause — I/A Maintenance: Lauren Needham, owner— 549 Huckins Neck Road, Barnstable, Map/Parcel 234-039, no I/A maintenance contract. CONTINUED TO MAY 10, 2016. Per applicant's request. VIII. Hearing — Sewer Connections: Stewart Creek Properties overdue for sewer connection. A. John O'Neill, Sr., Hyannis, owner— 2 Keating Road, Hyannis GRANTED AN EXTENSION. The Board granted a six month extension. Applicant will return to the Board for the October 2016 Board meeting and will apply to the County.Loan Program. Page 3 of 5 BOH 4/12/16 x � c M b9t � tr}sl ' Ttl 7 Y i�F'YP vp }t` vi , Wp- f . MOM Mi c o _ A w. wp, 1 r T ' +�.... "aw"Mr1e'� a,,p� ".. ate' a� '^c.*,". �� �ft�� �:8�z',, 'a' a•,„�r' s � x , r r YOU WISH TO OPEN A BUSINESS? For Your, Information: Business Certificates cost $30.00 for 4_years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO according to M.G.L. - it does.not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 151 Ff., 367 Main St., Hyannis, MA 02601(Tovtn Hall) and get the Business Certificate that is required by law. i 1 1 C1 a •• �t Fill in please: DATE t r APPLICANT'S YOUR NAME/CORPORATE NAME BUSINESS L� p a -� �_—� �— / t►1Ct C t 1 �Q o/ _YOUR HOME ADDRESS:' i-7-- ,--,--� TELEPHONE.# Home Telephone Number NAME OF NEW BUSINESS + TYPE OF BUSINESS IS THIS A HOME OCCUPATION? ' YES NO _ t Have you been given approval from the building division? YES i NO ADDRESS OF BUSINESSML LV,— c lay Q GAP/PARCEL NUMBER When starting a new business there are several things You must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This' form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. I. B.UILDING,COMMISSIONER'S OF -E This individual has been i of any emit requirements that pertain to this type of business. ut orized Signature** e COMMENTS: 1 A J� �n .l � [r ,. ��a'�,��" � �C,'k-���•-e, J`� h 2. BOARD OF HEALTH This individual has.b e infor ed9 h� perm' •Te uir merits that pertain to this type of business. Authorized Si ature** MUST COMPLY WITIiALL COMMENTS: HAZARDOUS MATERIALS REGULATIONS 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been info ed of the Ii ensing requirements that pertain to this type of business. f r Aut orized Signature** COMMENTS: too S OPI M V Cr C-1 L Parcel Detail Page 1 of 3 AL OAS, Ip v v . x-_ � ..,:.� �- L-��i�i•i'����-G-�r � � ��i�� ,.gam " • 4�.„...:. ++ � gar. .,..-� - r�'''� Logged In As: Parcel Detail Monday,July 26 2010 Parcel Looker) Parcel Info Parcel ID:308-096 Developer LOT 1 Lo Location 521 MAIN STREET (HYANNIS) l Pri.Frontage 100 Sec Road Sec Frontage - Village HYANNIS Fire District HYANNIS l Sewer Acct 1602 l Road Index 0952 x t Interactive ,, f Map I Owner Info owner ADALIS, THEODOROS Co-owner Streetl 140 DOLPHIN LN Street2. City HYANNIS State MA zip 102601 Country USA Land Info Acres 0.22 use:STORE-MSRY FRM ly Zoning:HVB J Nghbd C117 Topography Road l Utilities Location Construction Info Building 1 of 1 Year f Ext 1910 Roo l WOOD FRAME Built � Roof - Wall - Living 3296 ) Roof .. AC NONE Area Cover Type Style Store Int Bed Wall I Rooms -- Model Commercial 1 Floor Int Viryl/Asphalt Rooms 0 Full f " Grade Average l Heat Total Type i Rooms stories Heat Gas Found- Typical , Fuel - ation + Gross 3456 ,-...1 - � m a, 'Area Permit History.,. ._ _.._., .. Issue Date Purpose Permit#, Amount Insp Date Comments http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=24944 7/26/2010 i Parcel Detail Page 2 of 3 07/03/2003 Remodel/Renov 69933 08/24/2004 00:00:00 USE CHANGE 04/01/1994 B36605 $13,000 01/15/1995 00:00:00 HY REROOF 09/01/1992 B35341 $20,000 HY REMOD' Visit History Date Who Purpose 08/24/2004 00:00:00 Paul Talbot Bldg Permit Completed Sales History Line Sale Date Owner Book/Page Sale Price 1 01/08/2003 ADALIS, THEODOROS 16208/124 $325,000 2 05/15/1995 LANG, AUDREY C ET AL TRS . 9658/337 $255,000 3 BOROWKO, JULIAN DTH CRT 9658/336 $1 4 RUGGIERO, JOSEPH DTH CRT 9658/332 $1. 5 1 VALERIO, M & BOROWKO, J TRS 1403/575: $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2010 $165,300 $0 $0 $265,800 $431,100 2 2009 $174,600 $0 $0 $198,200 $367,800 3 2008 $174,600 $0 $0 $193,200 $367,800 5 2007 $174,600 $0 $0 $193,200 $367,800 6 2006 $174,600 $0 $0 $193,200 $367,800 7 2005 $165,700 $0 $0 $147,400 $313,100 8 2004 $72,300 $0 $0 $147,400 $210,700 9 2003 %$83,100',' $0 $0 $120,500 $203;600 10 2002 $83,100 $0 $0 $120,500 $203,600 11 2001 $83,100 $0 $0 $120,500 $203,600 .12 2000 $99,100 $0 $0 $91,400 $190,500 13 1999 $99;100 $0 $0 $91,400 $190,500 14 1998 $99,100 $0 $0 $91,400 $190,500 15. 1997 7 $37,000 $0 $0 $91,400 $128,400 16 1996 $37,000 $0 $0 $91,400 $128,400 17 1995 $37,000 $0 $0 $91,400 $128,400 18 1994 $102,000 ; $0 $0 $115,200 $217,200 19 1993 $73,400 . $0 $0 $115,200 $188,600 20 1992 $81,600 $0 $0 $128,000 $209,600 ' 21 1991 $138,300 $0 $0 $182,800 - $321,100 22 1990 $138,300 $0 $0 $182,800 $321,100 23. , ., 1989 $138,'300 $0 $0 $182,800 $321,100 24 1988 $88,700 $0 $0 $110,400 $199100 25 . 1987 $88,700 $0 $0 $110,400 $1991100 .26` 1986 $88,700 $0 $0 $110,400 $199,100 Photos http-Hissgl2/intranet/propdata/ParcelDetail.aspx?ID=24944 7/26/2010 �r. g �MzEN+:�.e war'+a. $1 z?s4 a t�s tJ b'bx2 i 9pa *,fit r' 't x "f,ti '"kti 7r f+e'�va• aQjK4 � v _ �� Gf�116190,79 a� to e 4� t 0 THE TOWN OF BARNSTABLE MAWSTUL& 63 s9- a MAN BUILDING INSPECTOR APPLICATION FOR PERMIT TO .. 7 Is' ..... ............................ TYPE OF CONSTRUCTION .... .....:! ..... .... -7. TO THE INSPECTOR OF BUILDINGS: ............... .............................19.... ... The undersigned hereby applies for a permit according to the following information: Location ..... ........ ........ ....../..Z�y............/-7...........I ProposedUse ... ........ ... ........................................ ...................................................................... Zoning District ...........1:3.......................................................Fire District ..... 4 .................................................... Nome of Owner 'r, 'r x ......................Z,...,y. ... .................................Address/i 4.!. /y ........... .............. Name of Builder ...... Address 4A... ......................... ...................... Nameof Architect ......tl� a..... .....................Address .................................................................................... Number of Rooms C ..................................................................Foundation ............. .................... Exterior ............ .......................................................Roofing ................................................. Floors < ..................................................Interior ..0.. .......... ... ...................................... Heating Plumbing ......... .................................................................................. ......................................................................... Fireplace ...................q... ..........................................Approximate Cost .......... ................................. Difinitive Plan Approved by Planning Board ------------------------------19--------- Diagram of Lot and Building with Dimensions 0 op 0 rri rn -4 0 00 0 0 41 0 T1 70 > Ti 000 V) -Z il-ci I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nome .... ............................................... V. B. Realty Trust DEC 31 197( Y 14293 enclose foyer No ................. Permit for .................................... ............................................................................... Location 521 14ain Street ..................................................... Hyannis Owner .................................... °<1. .... ��• S Type of Construction frame ....................................................................... i Plot ............................ Lot ................................ Permit Granted .......,October 4 .... . 19 71 .............. . Date of Inspection ............. ..... ........19 "7 Date Completed ......................................19 PERMIT REFUSED ......................................................... 19 ................................................................................ ............................................................................... ............................................................................... ar 1 Approved ................................................. 19 .............................................:................................. ............................................................................... f ram' � + �� � �/ �/'� ;,,� ,L._ of 6•^..-�� .� � �'�.. !°4� I!r',-/ .9Jv��'� .�' � .. 11` • a - • �...t=4aYe+rte.,,.gzFyee:.;�vx. -::,%fat-w•?anvMAixYxa:.vmmN wm.o-.m.r_ww+oa..sc.+F.�,.-.. g <: � _ • -. _ _ t � � n k 1 • , .. ..-.�n>+.tLm✓�.sY.acriww.- .r�:o.vxoAnu.p; • . - :'eS.+2�s. ,v« ass�vuraaa++.n.mn _wnw.nr®w• �cua.,.are• ...'.ia.x/.un-x�=+++•m-ar��x�r�r.nsf,a_-v.�..mma.�a,��w�.'.w M . . � r a�"�::;�� ° fir,g•'"m i��`,M�'o, � s IL • -' �" 3 .a It n " ° .m- _ 3 �.-. F h. - - - • ", it i.' _ _ �. � � '. ',+r.>Mvrv..�.m-r--.,...�............e......d,.wr......w.�wr�+au -•- .w<...xcn�.. ..�.-m .....-iww.�...mo.ie� - .. • - ~ ✓.�`� - 77—F rt.<e+aexa'E:•^,aSvv.?n42.s.."zxC1r>+^.SA.o .. '.w�-5 ` E �.�..,,,-•_.,..,,.,�;,.o. ...zmamnw:msvzwe m+�t+er... S ATI. . r• . ' l 4,Y /777- ell w.,.arcrn..++u'.w.uaw,ur r+.Mvt.a•rvw.cm.•wr•�.N t • r � ..,-.. - raw _ ...awa»rr-.um•.-. p t�-.n s•...�.. ...t acw-e. - .. .. . r t v.: _;:.•. - - - '.::.{ v�- � F ..-. ., .r_.- :n.�. -.. �...=.e.- .-,_ v:-�.c..c- ��u.� .._ ....... ..:... a u..,_-�. .-+c _.d „--ic.. - _.-__ _-,--...- .. .-.r......._ _..0 ... � 1' 1 1 __.__ _..._.,,,,,�mow.._ .. _ - •1 DEPARTMENT OF PUBLIC SAFETY COMMONWEALTH 1010 COMMONWEALTH AVE. OF BOSTON,MASS.02215 I MASSACHUSETTS LICENSE EXPIRATION DATE CONSTR. SUPERYIS 0813111993 EFFECTIVE DATE LIC-WO. E RESTRICTIONS ' 09/01/1988 •048858 ;G&' 2 FAMILY HOME MICHAEL , i9ICHON ; 137 OEERRIWGE MASHPEE MA-. 02649 PHOTO(BLASTING OPR ONLY( FEE: - - ::a 00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY STAMPED -OR-SIGNATURE OF THE COMMISSIONER - - ?MIS;DOCUMENT MUST 6E. S R OF LICENSEE '. .'. •`.:`. SCARRED ON THE PERSON OF THE HOLDER WHEN ENGAG OCCUPATION.'-.1A COMMISSIONER OTHERS RI�f�14a8 WANT EO IN THIS 1 y 200M-2-87.81429 I: ' I i i 1 Assessor's office(1st Floor): p Assessors map and lot number �Oi Tur>O� Conservation Board of Health(3rd floor): Sewage Permit number seaiSTAnt Engineering Department(3rd floor): ." o 039. House number ��MAI Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and.1:00-2:00 P.M.only, TOWY' OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ' Locations Proposed Use ��% Zoning District Fire District Name of Owner �t T�'1 T� � Address Name of Builder laNI.lv , CV)i Address Name of Architect tap6o\e4 y im- Address Number of Rooms Z Foundation Exterior -LA 1(A— Roofing A_A Floors Interior Heating I( - Plumbing Fireplace f Approximate Cost 2__ ®)V11 Are Diagram of Lot and Building with Dimensions Fee � 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 nstruction. Name ' — Construction Supervisor's License 62� 1 V. & B ROTARY TRUST e�w No 35341 Permit For Remodel & Re-Foof Commercial Bldg. ,,' t Location 521-532 Main Street - Hyannis - a Owner V '& B Rotary Trust Type of Construction Frame ; - . P b Plot Lot Permit Granted September 2 , 19 92 _ a Date of Inspection 19 ! ". Date Completed 19 4 t 4 I { ! I I 1 r 1 •_``gip I ` ! + + ! f t :x I :CoMMO TH' of hLA6SSACHUSETTs777 f f *e=p D .+AMIvN'T O F LNM LYSTRLAL AC F CIDENTS . 600 WASHINGTONMEET: A `I G+.•:; � / BOSTON,MAIICHL' FITS 02111 ,T x 1� y lu I yYN f�'f'.F'i+Y n JDlS ' 20IIONAY •. 4i t# • b �� � l p1�cc of busiAcislres dOr ``_ k••"���� F f :es►V p,..s I�asder`chc pains aid pculciu of peri ctss: `�` i , Yi�N M =r:: t`uq' { ' { ^• � '�ti ..i' a,,,1:' .-�+ t - s 1 prov, in$th foUowing work-in'compcas -*oa covczg for my amployus work, on'stis f� � a I p.•.- r �. s _ �d�0?2�8/' 7y p.s � � • ,.� x e� f p h f,° •~3'sok praprscroNWab r u,d hiYc!l0 oac w c 'S,y, ir' "1 L, d { >s, orku,g for mc. ,. • §�f521�,✓,rr FS.; an':,° _,.: :: I .,i '' -.`i'� ,:r ,..,y1'a �'..' �' .i •Jr� �r:k � ' •.� <-. ' olo MPG or,gezes�l rontraaoc or horr.cawne:(c::;.:oo ;u,d hive h,r��chc catsa:cocs lists c:::x ,� 'rt �s tgll..9 g wQrkca' wnp�s ►riot, insura,r:'pQii ,a r , �,oncu�or �, �► Coin � ��+N.4�I#�et• r 4 tr�cco� 1 *4%.C4 anyrnat JI s Comparnylpo4q N=bc• : G >I'�►'C'74;� pl au be aware tkst wale homawasa w:o$:.p oY pe.,ot+.o�'o cainteasoa�eooiuwdoa or'repir work o,i os.rot more4;a ihne oAi4 is vrhieh the boraeowaer alw reside,o:oo the grounds app sa,e J'Oetsi to be erployers Under%he V940rs'Corapeaatioa Ac(GL C.ln.se. 10)),ap?lieatloa bya homeawasr for a limn i trr;►u r.sylvideact tae le;sl su:w of&%sraployer Mader 40 Yorkers"Corpetamloa Acts i t 44%4 `�.".at a rape of&.4 jtit6mog win be fOf1M3TCeiato Lii ir7.'..C.S• i'.�Ci'�"311�1CaiCi.•'�fl Q1S,CC 0•r1,33Jrio..i at Chile:iyt ��Ir 's•�r.S.ix�C i.",3:2ia�iC tCO iCppL//Y��re GovC:.�e ii rC�wr ti:•CC. SCL:10.A Zpi C..�i1iL�s�Ci,t .60'wC,m?oiii:o:l O� • T S1 SMY QY •4I : • � • • • .�g� D w r r �;�..g ;:fis,c of�� o ,..pr�o..t:.c•:.o��; to one;e,::a:;crd r_"."'a:es,d La,,oc.:a a z S:or R er;t Orc::«.:: �- ss t { d 1'• t '}fri ,J��' l J3 J 1 q•.l�.�PN�I�� .•N��Q• •_••� •..D 5 �- _ .. ;,� ..: �rl ;i>r k i 'rt T r"P'1 d i. •; y., '% � i ,..�Ir'�f .�1 1 ri ` t.da.,.y✓"c_r,.au�,..e,.ti.�b .�.mild a_�a.r+,.et e....:„ .af .....xi4r-r ........arr� abr xe: .•tl�.._M.'..pMY.xha I6 .1 d.6al'm ,c.� ., n.._,., ... ,.d. r.. .. ., -/ j_�•� ✓�ie Ua�;►���aruvea� o��/iGa�au:�uae�a HOME IMPROVEMENT !'ONI"k:Al_TOk:S REGISTRATION BUaid. of Building Regulations and Standards One Ashburton Place — Roam 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR Registration 100140 Expiration 06/23/94 Type — PRIVATE CORPORATION HOME IMPROVEMENT CONTRAL Registration 188746 C:ap i z z i Home Improvement, Inc. � Type - PRIVATE CORPORA)a _ Thomas Cap i z z i , Sr. Expiration 66/23/94 1645 Newton Rd. Cotui t MA 02635 fapizzi Home Improvement Thomas Capizzi, Sr. 1645 Newton Rd. ADMINISTRATOR Cotuit nA d263i 4 -d Assessor's office(1st Floor): *� �V-1 Assessor's map and lot numb 17 Conservation(4th Floor): Board of Health(3rd flo N • Sewage Permit number t DA873TULE � ru• Engineering Department(3rd floor): z oo '030' House number �a Y1r 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 • s �,—� 1st % � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to the following information: Location �� '` /%%// ,,t) cJ l^ �/ i✓11/� Proposed Use Zoning District Fire District Name of Owner 4 le/A Address Name of Builder Address cva,j Z, �i71r� Name of Architect Address Number of Rooms Foundation Exterior Roofing z: Floors Interior Heating Plumbing Fireplace Approximate Cost / 'Area Diagram of Lot and Building with Dimensions Fee J �V 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 uction. i Name Construction Supervisor's License � �BT_ MALICIA, ROBERT No 3.666'5 Permit For RE-ROOF Commercial Bldg. Location 521 'Main Street Hyannis k Owner' Robert Malicia ' Type of Construction Frame Plot Lot :y Permit Granted April ,8 , ' i9 94 !1Date of Inspection- Frame 19 A tion 19 r r. °. .'ace 19 r, Da leted 19 c s e 4F I t • t I 1 1 F 0 ° 00 T i 1- 2A0 ° 00 � 1 of 240 ° 00 h - 4. 00 = 960 ° 00 T 960 ° 00 0 ° 10 = 96 . 00 + Assessor's Office 1"st floor Ma Permit# Conservation Office 4th floor _ Date Issued Board of Health Ord floor / �� A Cf jy�j' �To Engineering Dept. Ord floor) House# r-jS. CONN1tCTi TO _ ENa Planning Dept. (1st floor/School Admin.Bldg.): z eA"WrAIMA i Definitive Plan Approved by Planning Board 19 1,639. (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building�Permit Application Proiect Street Address J�c� I 4;w'- C�—&T 4k 3 Village Fire District (hvner Q�,i nGJ S A S e) Address Telephone ` Permit Rcquest: TO e 1 &xv �royj .j- �� ,� 'LV A. Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of ApMls Authorization Recorded Current Use Proposed Use Construction Type Existing Information Dwelling T Single Family -Two fami1v Multi-family Age of structure ^t✓ C&V-S r-t V Basement A 1-`r Historic House 0 Finished Old King s Highway- ® Unfinished Number of Baths No. of Bedrooms i `f Total Room Count(not including baths) Iz First Floor Heat Tyne and Fuel F 4 Central Air A-0 Fireplaces n"® Garage: Detached n G Other Detached Structures: Pool " Attached Barn ` None Sheds X Other Builder Information NameV (0,rA e;,T- Tele hone number ' � Address JAAr FID I License# ?-- S S q Q 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 Ie-- Pro'ect Cost Fee SIGNATURE G DATE 6 3 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T r r �fj✓ = D /�{J�/ FOR OFFICE USE ONLY ,ADDRESS VILLAGE / II OWNER C41 DATE OF INSPECTION: '. '• s FOUNDATION INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' r • GAS: ROUGH FINAL FOBM-,DING: Esc ten' DATE CLC�S (��T: , i ASSOCIA NO: s r 11/02/94 17:02 7277122 DEPT IA'D ACCID Q001 ,f - , Cotntnonulealtlz. o/ MaJJacluiJettj ' alJctparfine►t1 o�.yndu�triaL,Accident! 600 qq/W//��ul.inyton Shw t James J.Campbell &dton, ///amachujA 02111 Commissioner Workers' Compensation Insurance Affidavit (1loenscclpermiaee) with a principal place of business at: Y1n5 (awlsrsee/zip) do hereby certify under the pains and penalties of perjury, that: I am an employer providing workers' compensation coverage for my employees working on this job. Insurance Company Policy Number () l am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number O I am a homeowner performing all the work myself. I understand th;.t a copy of this statement will be forwarded to the Office of Investigations of the D1A for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consistfn¢of a fine of up to S 1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. Signe this day of kYNV �,r� e G, �1c1? se I ermittee Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 TOWN OF BARNSTABLE BUILDING PERMIT I 1 '-- •ems:. -�= Ul f2•P ���.i'1/�'!�G'��2�%��C�G Q �./�i��Ql�GI2-GI�IP� DEPAR FMENT OF PUSL.IC SAFETY ONE A*-H8U cTCN ?LACE, Rat 1301 BOS T ON, �iA 02108-1618 �raST UC;I`)N SUPERVISOR LICENSE NOV 0 , 1994 :v..mt;er: � - --- � f.'�o � Restrlc't,�d i �: _-- -- _— Ir;ERRY i" MCNAmARA - _ --Oeta-ch bottom, fold, sign on °back, and laminate license card. CSTERVILLE, MA �1?65'� ` - - Keep top for receipt and change Qf address riot itication- :� ;1�ltvicrizrrra7ura;.�lC/ o�./` s e�uaells Restricted 10: iU ,;- 6E'PARiflEki OF P06LIC S;AFE]i C3SSIRUC1100 SPERVISOR tIrENSE 00 - None :` rlus er Expires: la" - 1 8 2 Faaily Noes t�stricted T-. k 2RY d NC!iAAA Pa'aft � � 1 m 1=X L.S4f 15 �rCt 1.n fi,Ai Ru-4,v Afy- 31,( P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map' Parcel Application # 196O r Ud 19 Health Division Date Issued Conservation Division Application Fee /00 PlanningDept.p Permit Fee Date Definitive Plan Approved by Planning Board 4 Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner Address 5�l Telephone Per ezyofA= Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio 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 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑ Other M Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coalstove: Yesv,0 No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑exit ng ❑ r_e v size_ CD Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: "' ZoJng Board of Appeals Authorization ❑ Appeal # Recorded ❑ `D Commercial ❑Yes ❑ No If yes, site plan review# ® M Current Use �� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER Name Telephone Number Address License # 07 Home Improvement Contractor# Worker's Compensation # � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `� t FOR OFFICIAL USE ONLY APPLICATION# = DATE ISSUED r - MAP/PARCEL NO. s T r. ADDRESS I VILLAGE r OWNER j iL I i DATE OF INSPECTION: ' 4 FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL + GAS: ROUGH FINAL A FINAL BUILDING DATE CLOSED OUT s ASSOCIATION PLAN NO':- I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name;(Business/Organization/Individual): Address: 7/2J City/State/Zip: Phone.#: Are you an employer?Check the appropriate box: Type of project(required): 1. I am a em to r with 4. ❑ I am a general contractor and I P 6. ❑New construction employees full d/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner listed on the attached sheet T. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y $ 9. ❑Building addition [No workers'-comp. insurance comp. insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repair insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13Other comp.insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. - Insurance Company Name: Policy#or Self-ins.Lic.#: . �l5 ✓��/T �/� Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under pain a d penalties of per'ury that the information provided above is true and correct. Signafore: Date: l Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. , Pursuant to this statute,an employee is defined as ...every person to the service of another under any contract 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 or 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal 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,MGL chapter 152, §25C(7)states"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 out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 permit(license number which will be used as a reference number.-In addition,an applicant. that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your 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 Office of Investigations, 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia ~� ' sToti Town of Barn-stable Regulatory Services . SEEM ML Thomas F.Geiler,Director iOrEn Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: S08-862-4038 Fax: S08-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, , as Owner of the subject property hereby authorize i to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) IA ' Signature of Owner Date PA-tqv4--6- IP14 7o Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION r• Town of Barnstable THE Regulatory Services s . �Director Thomas F.Geiler • swxNsrestt:. , Meal. � >63� �•� Building Division prFD MA't a . Tom Perry,Building Commissioner R,v.to wn.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER". name home phone# work phone# CURRENT MAILING ADDRESS: r City/town state Zip Code The current exemption for"homeowners"was extended to.include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does'not possess a license,provided that the owner acts as supervisor. f DEFINMON.OF HOMEOWNTR Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section-109:1:1)_ The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ti Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsbilities,many communities require,as part of the permit application, that the homeowner certify-that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care,t•ammil an&adopt such a form/certification for use in your corranunity. Q:forms:homeexempt I FROM :AWNING SYSTEMS ..FAX *. :5087751967 Mar. 11 2009 11:49AM P1 Certificate of ift Regiotame REGISTERED Dote Work Performed APPLKATION ISSUED By r CONCERN No. GLEN RAVEN CUSTOM FABRIC S, I..l-C 1831, N PARK AVE ' GLEN RAVEN NC 27217 E F-36eos 2123/09 336•-227-621 1 This is to certify that the materials described on the reverse side hereof have been flame- retardant treated(or are inherently nonflantable). FOR TRI VANTAGF;+LLC AT 2937 WEST 25th STREET i , CITY CLEVELAND STATE OHIO 44113 I Certification is hereby made that: (Check "a or, b") (a) The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of she State Fire Marshal. Name of chemical used _ Chem. Reg. No. Method of application (b) The articles described on the reverse side hereof are made from a flame-resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame•resistant fabric or material used 1 FITS 5T Reg. No. �36I305 The Flame Retardant Process Used 1111L NOT Be Removed By Washing (will or will not) GLEN RAVEN CUSTOM 1=ASRICS By STEVEN L, ELLINGTON, GEN. MGR, Name of Production Superintendent Title 1Ne�tereby certii t this to a true cmpy of the original CERTIFICATE OF FLAME RESISTANCE ass to us, "original copy" of which has been filed with the California State Fire Marshal, TRl VANTAGE, LI.0 By — 6S. C00 Yn Control/lot# QuantitY n i k k i *NIC* FIR1=SIS�' 4�UV 88051 Customer order# Description 39046334 Sgeos t Td Vantage, LLC Invoice product Code AWNING SY*TEM5 _ 30 i ERSEVERANGi WAY UNIT 3 HYANNIS MA 02601 �I9p'YY1 Y) �►�- u� CERTWICAT_E_OF_LIABILITY INSURANCE1 02j25/2009 PRODUCER (508)997-6061 FAX (508 j J90-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 79398 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I N. Dartmouth, MA 02747 i INSURERS AFFORDING COVERAGE NAIC# r,SLRED Bob c�;daen--------------- -------------- ------ ---------------- ------J-- N-:jR=R/..,Central Insurance Companies �20230 DSA: Awning Systems r ,1:- -- ---------- ---r------ 30 Perserverance Way Irllh :; Hyannis, MA 02601-811.2 J'�il -- - _ � F COyERAGES -- I TF E POLICIES OF INSURANCE LI° ED 2ELJLV HAS/E FEF r« :ED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD tqD;CATEC-.NOTIVITHS TANDING I` AN'P,EOUIP,FMENT TERM OR C JNMTION CF ANY C VNTka.T ne O T HER DOCUMENT WITH RESPECT TO W-HICH THIS CERTIFICATE MAY EE 1,3SUED OP, (n. '!PERTAIN, `HE NS PANC'=AF ,IROE BY HE L.3 DLSCNiEED HEREIN IS SUBJECT TO ALL T HE TEr MS CXC:LJSI(INS AND CNDl IONS OF SUCH PG.LIES.AGGREGArt I b1'TS phi idr iv.,Y Hk E 2E ,cwCED BY FAIL C_A•iNS _�r �OLICYEFFECTIVE POLICYEXPiRATION— — —R.AN t YGLiCI'M 14'j._K pA7E(MM1DG'YYI DATErh;td(DD/f1'1 _ Ityii I , rr TfPcC .NSU G�,cRA a BrLIT, CLP7879521' 07/01,, 0U92008 07/01/2 1 1,000,0001 X I r=�r_I L NF a -v F - i.i-Ell !u 1 . — 1- LFSrlL-F a _ 300,001) I I ILL ".I I L` l j I4 t A 5,000 1,0130,000 1,000,000 1,000,OOU - - - —_ - — I AUPUMOBILE'LIABIUTY .L.tll --� --1, - !7 - �rJ 1Y lk TO E 0 I i r... j 17 GARAGE LIABILITY — jI DE:J ! L I I EXCEMUMBRELLALIAEILI',Y cccuk ,w;vri ;.rF I 1 1 ! _ RETEY TI!j!ti { j •. j riCRKE123COMPENSA ION AND �Y>irf,..: EMa DYERS LIABILITY I WC7879523131 C7 j01 2008 07 01/2009 _- A F� qF� e,ai� TJEF -;:!..:,,E / = 100 000 BCB GLIDDE`v rS NOT ldd,0001 COVERED UNDER*THE YK. � _ _1 500 ood i OTHER - - - I I I I. i � i I EESCRIPTiON OF OPERATIONS 1 LOCATIONS f VEHiCLES1 EXCLLSION.ADDED BY ENDOR�EMENT1 SPL'lk ?ROVISIONS aiph Crossen is listed as additional irSUreu. _ I CERTIFICATE HQLDEgCANCEL.ATION SHOULD At Y OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE L.Y EXPIP.A'h?!DATE?HEREOF,THE ISSJ!NG INSURER WILL ENDEAVOR TO MAIL .. r ZO—'ia'IS'Nft'TTFN NOTICE TO THE-ERTIFIC4TF HOLDER NAMED TO THE LF=T, i r � L IMPOSE NO OBLIGAT;ON OR LIAEILITY t- Egg $1 I - EJT r�tLl.RE TO M,AlL SUCH NOTICE BHP! - 521 Main St OF A�.` 1{RvO LPC`.THE I'1--UREP.I'S A-EENTS OR REPRESENTATIVES. iF Hyannis, MA 02601 AUT'HOf,•7ED RFPRESFNTAT,VE Kris-.-a Hartford ACORD 26(200V08) ©ACORD CORPORATION 1988 Qr allied v r r - 1. Head of awning supported on building where applicable. 8. See frame anchorage detail attachment methods and 2. All pipe to be as a standard weight schedule 40 A-53 allowable working load capabilities. Type E,Grade A;Allied's"Gatorshield"steel tube,Allied's 9. For truss design,be certain loads are applied only at pipe "Gatorshield"square tube.See design information for connections. specific size and wall thickness. 10.Where required by local code or other regulations,the 3. All welds to comply with A.W.S.Code,D 1.1;latest edition. canvas shall be labeled in a visible place with the Frame members hall be welded to each other in such a following information:canvas shall be removed when way as to develop the full strength of the members winds reach maximum whole gale force or apply a force joined. of 10 pounds per square foot or wind speeds reach 70 A. A weld connecting two tubes end to end shall be a mph. butt weld. 11.Awnings placed in a position to shade environmental, B. A weld connecting the end of one tube(branch tube) tinted or reflective glass,may cause thermal shock and to the surface of another(main tube),with the axis of glass breakage if the shadow cast over the glass is'/4 to'/z the tubes intersecting at an angle of not less than 30 of the glass area. degrees,shall be either: 1. A butt weld throughout,can be used regardless of the diameters of the tubes joined,provided 1. Contractors,subcontractors,fabricator,and erector shall complete penetration is secured either by the use familiarize themselves with the drawings and shall verify of backing material or by depositing a sealing run all dimensions,conditions at jobsite,plans specifications of metal on the back of the joint. etc.,as applicable.Prior to construction,any 2. A fillet weld throughout,used where the diameter discrepancies,error of commission or omission found in of the branch tube is less that%of the diameter the drawings or in the field,shall be reported in writing to of the main tube. the architect or designer,and to Allied Tube&Conduit. 3. A fillet weld in one part and a butt weld in 2. Any changes,revisions,alterations etc.,to these another with a continuous transition change from documents,specifications,etc.,shall only be authorized one form to the other.Used where the diameter and made in writing by Allied'I'ube&Conduit. of the branch tube is equal to or greater than%of the diameter of the main tube. 3. Failure to comply with the stipulations of articles 1)and/ C. The stress in a butt weld shall be calculated on an or 2)above,fully conditionally and totally releases any and area equal to the throat thickness multiplied by the all responsibility of AiliedT'ube&Conduit,its officers, ; effective length of the weld,measured at the center of design professionals,employees,consultants and client for its thickness. said discrepancies,errors,changes,revisions,alterations, F etc. D. The stress in a fillet weld or a fillet butt weld shall be calculated on an area equal to the throat thickness of the crotch multiplied by the length of the weld. E. The allowable tensile,compressive or shear stresses in Nominal Dimension of a Pipe a butt weld shall not exceed the tensile,compressive Pipe sizes are sometimes described by their nominal dimension rather or shear stress,respectively permissible in the pipes than their true outside diameter. For example,a 1 1/2"Schedule 40 pipe or tubes used,or in the parent metal,whichever is the size actually has an outside diameter of 1.900 inches not 1.500 inches. lesser. The table below cross-references the nominal dimension of a pipe with its actual outside diameter.Note that a Gatorshield tube with an outside 4. Cover weld with corrosive resistant coating. diameter equal to or smaller than the Schedule 40 pipe can have a 5. All framework is assumed to be covered with awningthinner wall and still be as strong or even stronger than the corresponding schedule pipe size. fabric which transmits the imposed loads to the frame. The fabric shall be properly attached to each appropriate Schedule 40 Pipe Gatorshieid®Round Tube member. Pipe Oulslde WaU Ou�lde Weller= 6. It shall be the responsibility of the designer to determine ] Sire Diameter Gauge Diameter Gauge 4 � which load set if any,is applicable to the particular Y 0.840 12 Ga 0.815 T15 Ga project. 31e 1.050 it Ga 1.029 14Ga 1" 1.315 10 Ga 1.315 14 Ga 7. In case of conflict between two or more members,the 11/4 1.660 9 Ga 1.660 14 Ga strongest one governs.Main members shall always be of 1'k" 1.900 9 Ga 1.900 13 Ga thicker wall sections than other members welded to 2" 2.375 8 Ga 2.375 13 Ga them. 21/z" 2.875 6 Ga 3" 3.500 5 Ga 3'k" 4.000 4 Ga n®allied 77777) Anchor connections show on on the following pages are Softwoods intended for use with the fiame designs provided.Tension Lag Shank Parallel Perpendicular and shear values may be taken and applied directly for pure Embedment Diameter Shear Shear tension or pure shear forces.Combined loadings should be Inches Inches Lbs: [bs calculated using the interaction formula(based on load 6 % 1,800 860 5 % 1,400 690 1.33 1.33 1/2 1,220 630 (Tu<applied>) 1 (Vu<applied>) 4 % 1,060 510 (�T<nominal>)1.13 T( )1.33 — 1/2 920 470 0V<nominal> 3 % 700 340 1�4 590 310 resistance factor design for steel and ultimate strength design % 460 140 (To<app1ied>)2 + (V.<8pplied>)2 < ♦ Hardwoods (OT<nom(nal>)2 (OV<nom(nal>)2 t Lag Shank Parallel Perpendicular Embedment Diameter Shear Shear Inches Inches Lhs. 7 Lhs. for concrete)as follows: 4 % 1,480 710 3 % 980 475 Concrete: Yx 830 430 Steel: Details shown for hardwood and softwood(as defined by anchor loads for 2 fasteners in parallel and perpendicular shear. AITC)are based on recommended minimum embedment The allowable withdrawal load in tension may be calculated depths of 11 screw diameters for softwoods and 7 screw from the detail by multiplying the allowable tension value diameters for hardwoods.When these minimum shown by the actual embedment depth of the typical screw recommended embedment depths can not be reached,the following tables may be used to determine the allowable total Where the drawings refer to parallel and/or perpendicular shear, it refers to the direction of the forces with respect to the grain of the wood.All threaded fasteners are assumed to be commercial quality,Grade 2. h -3- H MIN roP CHORD Rwlow ied VER1=BIERS 1 BOir � TRUSS SPIN 1 Live Load=15 PSF, Uplift=15 PSF, Snow=0 PSF Front Truss Min. Horizontal Spacing=6 Ft. Schedule 40 f Ratter span 9 Ft. . 12 Ft. 15'Ft. 18 Ff. 20 Ft. j Top I/? 'Ir e/4 1" 1�.� 10 R. Batt 'h" 'h" 3/4 1" 1" Vert 'h" 'h" 31e 3/4 W Top 1" Ille 1'/4" 11/a' 1Y4 15 R. Batt 1" V/4" 1'/a' 1'/a' 1'/a' Vert 1" 1'/4 1'/4" 1'/4 1'/4 Top Ve 11,14" 1'/4" 1'/2" 1'/z' 20 R. But! 11/4" 1'i4 1'/4" 1'h" 11h" Nominal Dimension of a Pipe Vert 1'/4 1'/a" 11/4" 1'/z' 1'/x" p Pipe sizes are sometimes described by their nominal dimension rather Gatorshield®Round than their true outside diameter. For example,a 1 1/2"Schedule 40 pipe Ratter Span 9Fr. 12Ft:15Ff:. iBFf. 20Ft. ) size actually has an outside diameter of 1.900 inches not 1.500 inches. Top h 8 " 1" /4"3 1" 1 i The table below cross-references the nominal dimension of a pipe with /a" 10 R. Batt 3/4 1" 3/4" 1" 11/4" its actual outside diameter.Note that a Gatorshield tube with an outside Vert 3/4' 1 3/4 1" 3/4 diameter equal to or smaller than the Schedule 40 pipe can have a Top 1" 1'/4° 1'/4" 1'/e" 1'/4" thinner wall and still be as strong or even stronger than the 15 Ft. Be" 1" 1Ya" 1'/4" 1'/a' 1'/4" corresponding schedule pipe size. Vert 1" 11/4 11/4' 1'/4 1'/4" Schedule 40 Pipe Gatorshield®Round Tube Top 1'/4" 11/x" 11/? 119 2" 20 R. Batt 11/4" 1'/x" 1Yz' 11/? 2" 6Plpe ORsde Wall Outside—Waller Vert 1'/4 11/? 11/ 11/? 2" size Diameter Gauge Dla►neter Gauge, Gatorshield®Sq.16 Ga. 'h" 0.840 12 Ga 0.815 15 Ga Rafter Span 9 Ft. 12 Ft—15 Ft.1tt A 2iW_ 3/4 1.050 11 Ga 1.029 14 Ga Top 3/4" 1" 11/4 1'/4 1'/z" ` 1 Ile - 1.315 10 Ga 1.315 14 Ga 10 R. Batt 3/4 1" 1Yi 1'/4 1'h" 1/4 1.660 9 Ga 1.660 14 Ga Vert 3/4" 1" 1'/4" 1'/4" 1'/4 11k" 1.900 9 Ga 1.900 13 Ga Top 1'h" 1'h" 1'/2" - - 2"" 2.375 8 Ga 2.375 13 Ga 15 R. Batt 1'/? 11h" 1'/? - - 2/x 2.875 6 Ga Vert lYz' 1'h" 1Y: - 3" 3.500 5 Ga Top 1'h" - - _ _ 31h" 4.000 Aloe 20 R. Batt 11h" - - - - Vert 11h" - - - - Gator'shield®Sq.18 Ga. RO Span 9 ft..12 R 15 Ft. 18 H. -20 At - Top 11"11/4 1'/4" 1'h" 1'h" 10 R. Batt 1" 1'/4" 1'/4 1'/Z 1'/x" Vert 1" 1'/4 1'4 1'/4" 1'/4" Top 1'/e, - - - 15 R. Batt 11h" - - - - Vert - Top - - - - 20 R. Bott - - - Vert - - - - - �, -1- I - . n®alliecl � a } Live Load=15 PSF,Uplift=15 PSF,Snow=25 PSF Live Load=15 PSF, Uplift=15 PSF, Snow=40 PSF Front Truss Min. Horizontal Spacing=6 Ft. Schedule 40 Span 9 Ft. ..12 Ft: 15 Ft 18 R: 20 Ft Schedule 40 Rafer� Ratter Spa. �-9 R. 12 Ff 15 Ft 18 FC '20 Ft � Top�1% 1%" 1Ile 1'/? 1'/ 10 R. Batt 1'/e" 1'/e 1'/a" 1'/z 1'/? Top Ile 1" 1" 1Ile 1'/e" Vert 1'/4" I'A 1'/a" 1'/a" 1W 10 R. Batt '/e 1" 1" 1'/a" 1'/4" " Vert '1." P 1" 1" 1" 15 R. Batt 1'fi" 2" 2" 2° Z' Top 1/e 1 h" 1/x 1/? 1 Y Vert 1'/2"' 2" 2 . 2" 2" 15 Ft. Batt lYe 1'/z" 1'/z 1'/x" 1Yz° _ Vert 1'/a° 11/Z 1W 1'h° 1'/i° Top r' - - - - Top 11/z" 2" 2° - - 20 R. Batt 2" - - - - 20 R. Batt 1'/s" 2" 2" - - Vert 2" - - - - Vert 1'k° 2" 2° - - Gatorshield®Round Gatorshield®Round (`Rafte►Span 9Ft 12ft-15FL 18ft 20Ff' Rafter Span 9 Ft- 12 Ft. 15 R. 18 Ft. 20ft.. TO - 1'/e" 1'/z" 1'/s" 1'/2" 2" TO 1" 1" 1'/e 1'h° I% 10 R. Butt 1'/e 11/? 1Yz" 1'/s 2" p + > ' Vert 1Ye 1'/z 1'/f 19? 11/ 10 R. Batt 1" 1" 1/a" 1/a" 1/x' Vert 1° 1" 1'/a° 11le 11/e Top 2" 2" 2" - - Top 11h" 11h° 1'/? 11h° 2° 15 R. Batt 2" 2" 2" - - 15 R. Batt 11/z" 1'/? 11/2" 1'/z" 2" Vert 2" 2" 2" Vert 1Yz" 1'/Z" 1'/? 1'/2" 2° Top 2" - - - - Top 1'/i" 2" 2° - - 20 R. Batt 2" - - - /z" - 20 Ft. Batt 1' 2" 2" - - Vert 2" - - - - Vert 11/4" 2" 2" - - Gatorshield®Sq.16 Ga. Gatorshield®Sq.16 Ga. - Span_ _ Ra/ter 9R-112 5 Ft: 1Ff. 18R.- 28Ft Rafter Span 9 Ft. 12 FL 15 R. 18 Ft. 28 Ff. i - - -` Top 1/: - - - - Top 1'/a" 11/z" 11/z" 1'/? - 10 R. Batt 1'h" - - - - 10 R. Batt 1Ye 1'/z" 11/? 1'/z - Vert 1'Fz" Vert 1'/a" 1'r4" 1'/z" 1'/z° - Top - - - - - Top - - - - - 15 R. Batt - - - - - 15 R. Batt - - - - - Vert Vert - - - - - Top - - - - - Top - - - - - 20 Ft. Batt - - - - - 20 Ft. Batt - - - - - Vert - - - - - Vert - - - - - GatorshieldO S 18 Ga. Gatorshield_®Sq.18 Ga. -- --- a N88er Span9R. - -- -3 q� 12 Ft.�15F1 18 FL 20 Ft; JJ NaHer Span 9 Ft. 12 Ft. f5 Ff. 18 Ft. 20 H. TOP - - - - - t TOP 1,%., - - - - 10 R. Batt - - - - - 10 R. Batt 1'h" - - - - Vert Vert 1'fs" - - - - Top - - - - - Top - - - - - 15 R. Batt - - - - 15 Ft. Batt - - - - . - Vert - Vert - - - -. - Vert - - - - - Top - - - - - 20 R. Top - - - - - 20 Ft. Batt - - - - - - - - - Vert - - . - - Vert - - - - - -2- C•�®allied ANCHOR TO i I MIAIN4 m� • SPREADER VIVIMS Z 6v RAFTER . z ''b• BRACE �P ,oroe Q�pa� . Nominal Dimension of a Pipe Pipe sizes are sometimes described by their nominal dimension rather than their true outside diameter. For example,a 1 1/2"Schedule 40 pipe size actually has an outside diameter of 1.900 inches not 1.500 inches. The table below cross-references the nominal dimension of a pipe with its actual outside diameter.Note that a Gatorshield tube with an outside diameter equal to or smaller than the Schedule 40 pipe can have a thinner wall and still be as strong or even stronger than the corresponding schedule pipe size. Schedule 40 Pipe Gatorshield®Round Tube Pipe Outa/de INall'� Outside Wall' Size Diameter Gauge Diameter Gauge Ih" 0.840 12 Ga - - 0.815 15 Ga 31V 1.050 11 Ga 1.029 14 Go 1" 1.315 10 Ga 1.315 14 Ga 1'/4" 1.660 9 Ga 1.660 14 Ga VNI 1.900 9 Ga 1.900 13 Ga T 2.375 8 Ga 2.375 13 Ga 21Y 2.875 6 Ga 3" 3.500 5 Ga Vff 4.000 4 Ga 1 n-v- allied iftoomp" Live Load=15 PSF,Uplift=15 PSF,Snow=0 PSF Schedule 40 Gatorshield®Sq.16 Ga. Top Anchor Forces ' Projection 5 Ft 10 FL —1513. 'Projection 5 Ft 10 Ft 15 Ft: TPro/ect an 5 Ft. 10 ft 15 Ft.' H.Min. 1'8" 3' 5' N.Min. 1'8" 3' 5" onion Lb. 1,070 2,410 3,180 Top '/? 3/4 1" Top 3/4" 1° 1'h"' Shear Lb. 560 1,120 1,680 Batt 1h" 3/4" 1'/a" Batt 3/4 1" 1'Ir Diag 1h" 3/4° 11/4" Diag 3/a" 1" 11/4" Bottom Anchor Forces Vertical 1/i' 1h" 3/4" Riser 3/4" 3/4" 1" 'Pio%lion' : SFt tOFt 15F7."" Bracing Y '/2 3/a" Frond Bar 3/a" , 3/0" 1" Tension Lb. 1,160 2,590 3,520 Gatorshield®Round Gatorshield®Sq.18 Ga. I Shear Lb. 10 - 10 10 I Pro/ection 15 FL f0 Ft —15 FL ! Projection 5 Ft. 10 Ft. 15 Ft. L - - H.Min. 1'8" 3' 5' H. in. lIr 3' 5' Top 1h" 3/4° 11/4 Top 3/4" 1" - Batt 1h" 3/4 11/4 Batt 3/4 - 1" — - Diag 1h" 3/a' V. Dia Riserg 3/a' 1 - Riser 1/2" 1/2"' 3/4" T. 1" Front Bar '/i. 1/z" 3/4 Front Bar 3/4 1" - Live Load=15 PSF,Uplift=15 PSF, Snow=25 PSF Schedule 40 Gatorshield®Sq.16 Ga. Top Anchor Forces _ Projecton aft tO Ft. _15 Ft_ �:Projection ;1-5 R. IO Ft. 15 Ft. Projection 5 Ft. TOW .. ,15 H.Min.. 1'8"' 3' 5' H.Min. 1'W. 3' 5' Tension Lb. 1,800 4,000 5,320 Top 'h" 1" 11/4 Top 3/4" 1'/4° - Shear Lb. 940 1,870 2,800 Batt 'h" 3/4" 11/4" Batt 3/4° 111a' - Diag 1h" 3/4" 11/4 Diag 3/4 1" - Bottom Anchor Forces Vertical 'h" 3/4 1" Riser 3/4" 11' - Projection 5Ft ,10Ft 15Ft . Bracing 'h" 3/4" 1" Front Bar 3/4 1" - Tension Lb. 1,160 2,590 3,520 Gatorshield®Round Gatorshield®Sq.18 Ga. I Shear Lb. 10 10 10 Pro/ectlor► 5 Ft. 10 Ft. 15 R. Projection 5 Ft. 10 t. 15 R. H.Min. 1"8" 3' 5' H.Min. 1'8" 3" 5' Top 1h" 1" 1'h" . Top 3/a" 11h° - Butt 'h" 1" 1'h" Batt 3/a° 1'/4" - Diag 11? 3/4" 1" Olag 3/4" 1" - Riser 1/z" 3/4" 11/a" Riser 3/a' 11/4" Front Bar W. 3/1' 11W Front Bar 3W 1Ile - Live Load=15 PSF, Uplift=15 PSF,Snow=40 PSF .i Schedule 40 Gatorshield®Sq.16 Ga. Top Anchor Forces Projection 5 Ft 10 ft. 15Ft Projection 5 Ft.- f0 Ft.: 15 R..: /' Projection 5 Ft. 1------------ 0 1 H.Min. 1189, 3' 5' H.Min. 1'W. 3' 5' Tension Lb. 2,840 6,380 8,510 Top 'h" 11/4 2" Tap 1" 11h" - Shear Lb. 1,490 2,890 4,480 Batt Yz 3/4" 1Ile Batt 3/4" 11h" - Diag 'IV 3/4" 1" Diag 3/4 1" Bottom Anchor Forces Vertical 1R' 1" 11/4 Riser 3/4 1Y4 - (Pro/ection 5Ft 10Ft. 15R. j Bracing 1h" 1" 11/4 Front Bar 3/4" 1'/4" - Tension Lb. 1,160 2,590 , 3,520 Gatorshield®Round Gatorshield®Sq_.18 Ga. Shear Lb. 10 10 10 Projection 5-A 10ft: 15FL, ,: (� Pro/ection 5 OFt H.Min. 1'8° 3" 5' H.Min. 1'8" 3" 5' Top 3/4" 1'/4" 2" Tap 1" - Bott 1h" 1'/a" 2" Bott 1" - - Diag 1/2" 3/a� In Diag 3/a" - - / � � T� � . Riser 1h" 1" 11h" ' Riser 3/a' - - y = Front Bar 1h" 1" 1'/4'" Front Bar 3/4 - - -2- t n®alhed � ,,, in the preparation of input data for the elastic analysis of the You are advised to thoroughly read the General Notes on the awning frames,only areas and inertias of Schedule 40 pipe following two pages,to fully comprehend the requirements, have been used.However,since the relative stiffness of the specifications,limitations and restrictions prior to members of every structure considered is essentially the application. same,analysis based on pipe was applied to the design of the The specifications,descriptions,information and illustrated awning schemes usingAllied"Gatorshield"tubing products as material herein is not intended nor should it be relied upon well as Schedule 40 pipe. to provide anyone with all of the relevant information In order to estimate the actual elastic deflections,the required.Reference should be made to original or primary designer should compare the pipe size and wall thickness source date along with standard accepted industry practice. used in the input for analysis,to the one shown in the design The material herein is a s of the date of publication and tables to be used for construction.Careful engineering subject to change without notice.Nothing contained herein judgement must be exercised in selecting the appropriate shall give rise to an express or implied warranties,including design,especially for awnings exposed to snow loads. any warranty of merchantability,fitness for a particular purpose or otherwise,relating to Allied Tube&Conduit In general,an effective length factor of K=0.65 has been Corporation. used in the design.In order to comply,good quality workmanship is required in the welding process,per the Although this manual has been meticulously reviewed prior general notes which follow to publication,notification of any errors,or comments and suggestions would be greatly appreciated byAlliedTube& The Load Resistance Factor Design concept has been used in Conduit. the design process,and load factors of 1.3 have been used for live and wind loads.Load factors of 1.4 were applied for snow loads. Three different design combinations are provided,typical of regional code requirements.Given the large discrepancies, however,between the Standard Building Code(SBCCI)and the South Florida Building Code(SFBC),a load pattern that covers both code requirements has been used.It should be noted that considerable savings in steel weight could be realized in areas where SBCCI fully applies,particularly in the case of long spans. South Florida and Gulf(Coastal)Areas: •Snow=0, Live Load=15 PSF, Uplift= 15 PSF East, Central and West Zones: •Snow=25 PSF, Live Load`=15 PSF, Uplift= 15 PSF New England, North Central and Northern States: •Snow=40 PSF, Live Load*=15 PSF, Uplift=15 PSF 'Does not govern design •Dead Loads:2 PSF or less Live load reductions are applied according to SFBC in the design of girders.No consideration for unbalanced loads, drifting or sliding snow loads has been considered in any of the three load cases.However,snow loads have been reduced as permitted byANSIA 58.1-1982 7.4.3,which is a nationally recognized standard. It should be noted that the regional code load requirements applied are meant only as a guide.They may over or - understate actual requirements.It is the responsibility of the designer to determine local regulations and restrictions governing dead,five,wind,snow,and seismic load conditions as applicable to the particular project. h 'i - � a r +' � �J-f•�' r �.�``��zras*✓f .a+ a �✓ �'s�,Jk 4•.`.. Vt .i� v. -r »+. "+-„__� _ � - '`� r'�'�.,s fi�'+r '�;3i,..r.i �.. .�? ��`-•._� 3'� ��S,a. �fi >�.�" �' Yam" -�. .,.�-�'�' "Ya.�- o- 1 .•.Y ` .' -gF'.s` � ~ Yi��ow.r'�ieyyM w'i`.'Yrw s#'L'Yt"f9.AW iYYCb _ I Town of�Barjrnstable Regulatory Services Barnstable Thomas F. Geiler,Director ;mericaCity Public Health Division I ' &uwsrASLE. MASS. g Thomas McKean,Director 2007 163q. A,� 200 Main Street fD µp`f Hyannis, MA 02601 Office: 508-862-4644 - Fax: 508-790-6304 January 29, 2009 Letter of Conditions Regarding: Egg and I (Panagis Kappatos) C/O Ralph Crossen 521 Main Street. Hyannis, MA Outside dining will be approved for a total of 180 seats (outside and inside combined) as applied for on the application for outside dining. The following conditions must be met before approval from the BOH: t *An outside dining application to be resubmitted with the correct amount of seats,specified for inside and outside dining. The total amount of seats, combined, would be 180 seats allowed on the property. yy\.& *Air curtains and screens shall be installed at both the front and side door locations. (� *A hand sink with a hands free faucet shall be installed at location indicated on plan. Location by the wait staff station by the side door.) *A hose bib with"vacuum breaker andsufficient hosing must be installed 9p patio area and the i hose must be available for use. — tNc ��S �( ' - _cat..vL �Tf t � I3���-e- �--�CGt,✓2� CSC � �-"CG� *Specifications for table and chairs to be used must be submitted to BOH. Lu i 11 V-�A'zj Sincerely, 1 as Kean ppIHE rpk, Town of Barnstable M "g Growth Management Department 67q. �0 �prFOMP+" Regulatory Review 200 Main Street,Hyannis,MA 02601 508-862-4685 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: The Egg and I SPR#: 042-08 Property Address: 521 Main Street,Hyannis Map/Parcel: Map 308,Parcel 096 Zoning: HVB Zoning—AP Overlay Hyannis Main Street Historic District Proposal: Awning over new patio, atrium access to new patio, installation of 2 windows This proposal was reviewed by the Site Plan Review staff on October 14, 2008. The following comments were offered: • Consultation with the Hyannis Fire Department Deputy Chief Don Chase should be made regarding a safe heat source and venting for the enclosed patio area if heating is proposed. J\A U • The awning must not block signage of other businesses when viewed from the sidewalk or street. • Final approval of the seating capacity and layout of the patio area will need to be obtained. 1/q/O 9 O N FL jj N — -Co V1 P • A 3-ft. pathway between the rows of dining tables in the patio area must be maintained for safety reasons. V.r t21 F I tD —1 U h{ P E(2(2Y If seating capacity is increased, it must be confinned with the Health Department that toileting facility and grease trap capacity is adequate to meet this increase. &�<-ems fir,.-P_ gQ00 6-f� • The existing total maximum occupancy capacity of the building cannot be exceeded in the event that inclement weather ecessitates patio diners to move indoors. S4rlCted by COdic- bu(-� Ide yannis Historic Main Street approval must be obtained for the awning, f V1 51& windows, furniture, and atrium access design. Compliance with the Design Infrastructure Plan requirements will be necessary. --formal Site P1an Review will not be required. Hyannis Main Street Waterfron Barnstable op1HETp� Historic District Commissio All-AmericaCKY Growth Management 1 �' BARNSTABLE, ► 200 Main Street ASS. `��' Hyannis, Massachusetts 02601 'Otto 3.r a Phone: 508-862-4665 / Fax: 508-862-4784 2007 George A. Jessop,jr. AIA, Chair Marylou Fair, Commission Assistant January 08, 20091 Ralph Crossen 18 Woodridge Road East Sandwich, MA 02537 RE: Egg & I Restaurant Dear Mr. Crossen, Thank you for appearing before the Hyannis Main Street Waterfront Historic District Commission to discuss the above referenced Certificate of Appropriateness. The Commission moved to approve your Certificate as follows: *Sumbrella Awning Toasty Beige with black steele frame, piping to be natural coloring or chocolate brown, dimensions as outlined in Awning Systems proposal dated September 19, 2008. Approval still required for the lettering (in black) of restaurant name *Fencing — Steele Fence with black powdered coated finish — 3 Rail Provincial, Existing posts to be removed and replaced with this new fencing *Planters — Red cedar 2'x6' and 2' 1/2" high planter frames with stainless fasteners. Plastic pots will hold seasonal plant materials to rise approximately 24-30" *Bollards (2) — Choice of historic's pre-approved decorative street bollards or those that match abutter As a reminder, there is a 20 day appeal period before you can file for your perCnit. Please return to the Hyannis Main Street Waterfront Historic District Commission's Offices at 200 Main Street, Hyannis, anytime after 10:OOAM on Wednesday, January 28 2009;j6`' receive your signed application. ;^M7 N Please do not hesitate to contact me with any questions. v; Sincerely, +� ' Vu a1�L �Fair rylou Commission Assistant Hyannis Main Street Waterfront Historic District Commission Growth Management 200 Main Street Hyannis, MA 02601 k # �tL I .117 y...� _� - A ., ....a - ,,sy-�,,t. a � .� .=•na,a�`.r'--'e'`3`i ��".l r.m ' �•L r. � sx. .. 9 �g'Y.31�:. u -j a -, ,� � ��.'^...!�,,,y ^_s, .�-� � �t_, �'"`^�. - f �� f �ra»'s a'-�"`�. r-��, zero--•--- i `.��r�- .-y�z' , MEN .... t T �t� 'y�.,.5" 15 M t��.a•,y- ill --a..�., �rp,�,,. ..,:r � �. ".3Y. r Alum-mwn t ence i-rail irroymCia1 my1C- J,+lii. ii, /L. ill. W. JL... Milt You can do k.We can help." inum Fence 3-rail Provincial Style -54 In. h, 72 In.w.ASSEMBLY REQUIRED. Individual Section o e Close Window - lowing Vie verage Custom r R' ** 5 ut Description Aluminum Fence Sectio -F REQUIRED.54 In.Post so. ,... .. .,. . ,, �.. box.-item#543DBL4) WILL ONLY WORK WITH 54 In. HIGH PROVINCIAL POSTS AND GATES(sold separately) Fence Section-54"Height,6'wide sections 5/8in.x 5/8in.square pickets High Strength Aluminum Alloy Will Never Rust Limited Lifetime Warranty Maintenance Free Color:Black EXTENDED SHIPPING DUE TO HOLIDAY(14-21 DAYS) Great for fencing in yards with or without swimming pool**Always consult local building department for pool codes prior to installing fence. MFG Model#:543DBL1 MFG Part#:543DBL1 -10 Specifications � ADA Compliant:No ' � ' Assembled Depth(In Inches): 1 In. Assembled Height(In Inches):70 In. Assembled Weight(In LBS):13 Assembled Width(In Inches):72 In. Color/Finish:Black Contact Type Allowed:Above Ground Energy Star Compliant: No . Fence Use With:Aluminum Panel Height:54 In. Panel Thickness:0 In. Panel Width(Ft.):6 .«o�/oo«..lo*/Arnflnr+Tlicrla��`�etnrPT�-100'glKean 1/5/7009 _ �zqIm . 477 ri oe 6 � I r . r d 4 U ,' LEGEND w = TREE /'�� T� p $a ALWT cUs�o r S) = SEWER MANHOLE i 6.Oft t4 = UTILITY POLE / ��37, i M = . ELECTRIC VAL VE' �QQEV 1 N = GAS VAL VEwv pd = WA TER VAL VE 5022'0 o = PROPOSED PLANTERS D4 jqzov Q i F �a ; ,SANG o HYANNIS LOCUS MAP .............���........�.�..... PLAN REF 70-90 DEED REF 16208-124 ,,,,,,,,,,THE EGG ,;;;;;;;;;; 1 ZONING. B """""' SETBACKS- 0'-0'-0' ...........AND I,,,,,,,,,,,,,, I FLOOD ZONE.- 110» PANEL NUMBER.- 250001 0006 D .��..�.....�.�................... DATED.- 07-02-92 Cz PLOT PLAN OF LAND LOCATED AT 523 MAIN STREET A.M. 308-269 0 o I HYANNIS, MA. LOT 1 / A.M. 308—96 •# PREPARED FOR. 1 ASPHALT Q, LOT 2 KEFALONITES INC.1 PARKING 6 S A.M. 308—94 JANUARY 5, 2009 • ilk 5°22�QQ t. , \ `► ,XAAA REV or W.s,�n ee REV 1 s��_ REV\ STECHEN sp J. ► ooYL= YANKEE LAND SURVEY ' LOT 3 \ ® -37a. CO., INC. A.M. 308—95 GRAPHIC SCALE \ � :� s 20 0 10 20 40 t \ ®e \ MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 1 inch = 20 ft. \ SHEET 1 OF 1 JOB # 54165 JF/SH