Loading...
HomeMy WebLinkAbout0550 LINCOLN ROAD EXTENSION (3) -Rd ��rrvi ►�-S i y Town of Barnstable ��,Evo kNOF BPRN�P www.town.barnstable.ma.us/Zoni ngBoard Board Members: Craig Larson—Chair BrianFlorence—ViceChair AlexRodolakis—Clerk GeorgeZevitas-Member David A.Hirsch—Associate Member Herbert Bodensiek—Associate Member Robin Young—Associate Member Matthew Levesque—Associate Member James Tinsley—Town Council Liaison Staff Support Elizabeth Jenkins—Regulatory/Design Review Planner -elizabeth.*enkins@town.barnstable.ma.us Anna Brigham—Principal Planner—anna.brisham@town.barnstable.ma.us Carol Puckett—Administrative Assistant—carol.puckett@town.barnstable.ma.us March 30, 2016 Reference: Modification of Comprehensive Permit Nos. 1995-020, 1992-068, 2010-036 and 2014-039 Application No. 2016-017—Living Independently Forever, Inc. (L.I.F.E) Request for Major Modification to add eight(8) one-bedroom units within two new multi-family buildings located at 550 Lincoln Road Extension& 184 Castlewood Circle, Hyannis, Assessor's Map/Parcel: 272/025 located within the Residence C-1 Zoning District. Enclosed is a copy of a request filed with the Zoning Board of Appeals for a modification of Comprehensive Permit Nos 1995-020, 1992-068, 2010-036 and 2014-039 that authorized the development of the "L.I.F.E. Campus", a sixteen (16) two-bedroom residential units within four (4) multi-family buildings totaling 24,250 square feet, four (4) one-bedroom residential units within one (1) multi-family building totally 4,000 square feet, and of the existing twenty (20) units, five (5) units are owned by LIFE and rented as affordable units to income-eligible persons earning no more than eighty (80%) percent of the Area Median Income as required by the Local Initiative program (LIP) and the Comprehensive Permit; a recreation/office building, shed, and fenced tennis court with a total of 30 parking spaces. The modification seeks to make changes to the approved plans for the development. The current proposal will add eight (8) one-bedroom residential condominium units within two new multi-family buildings. One building will be on the southeast corner adjacent to the Lincoln Road Extension entrance and one building on the northeast corner adjacent to Castlewood Circle entrance. Two additional parking spaces are proposed for a total of 32 parking spaces. All of the units will be 857.5 square feet. The site is served by municipal.water and sewer. Six (6) of the units will be sold to the families of learning-disabled residents, and two (2) of the units will continue to be owned by LIFE as affordable units to income-eligible persons earning no more than eighty (80%) percent of the Area Median Income as required by LIP and the Comprehensive Permit. This request is being made pursuant to 760 CMR 56.05(11)(a)—Changes after Issuance of a Permit. The Comprehensive Permit process designates the Zoning Board of Appeals as the local permitting board in accordance with 760 CMR §56.05(3). You are being invited to review and participate in the making of the Board's decision. The public hearing is scheduled to be opened on April 13, 2016 at 7:00 PM in the 2nd Floor Hearing Room ' i' located at Town Hall, 367 Main Street,Hyannis, MA. Comments may be provided to the Board and will be read into the record at the hearing. Should you need additional information, please contact myself or Carol Puckett at 508-862-4785. On behalf of the Board,thank you for your participation and assistance. Page 1 of 2 1 Respectfully, a Elizabe nkins—Regulatory/Design Review Planner- Growth Management Anna Brigham—Principal Planner—Growth management Cc: Brian Florence—Chair,.Zoning Board of Appeals ZBA File 2016-017—Modification Request—April, 2016 i i Page 2 of 2 r 2 ZBA Application - 2016-007 FREEMAN LAW .GROUP LLC s t—has,, F� N [ n Attorneys at Law ��I;:,=.:<T#?�3_ T.� t e(1 � Peter L.Freeman Kevin T.Smith,Of Counsel Renie Hamman,Paralegal,CP,ACP ksniith@freema-nlawgroup.com rhamman@freemaulawgroup.com pfreeman@freemanlawgroup.com Tel. 508 362-4700 Tel.(508)362-4700 Mobile(781)854-2430 Tel.(508)bile(9 8 (978)369 0634 ( ) Mobile(978)549-3399 March 10, 2016 HAND DELIVERED Brian Florence, Chairman Town of Barnstable Zoning Board of Appeals MAN 2��� 200 Main Street Hyannis,MA 02601 TQWN OF BARNSTASLE ZONING BOARD OF APPEALS RE: Living Independently Forever, Inc. Comprehensive Permit No. 2010-036 550 Lincoln Road Extension,Hyannis NOTICE OF PROJECT CHANGE—ADDITION OF UNITS Dear Mr. Florence and Board Members: On behalf of my client, Living Independently Forever, Inc. (LIFE"),request is hereby made that the Zoning Board of Appeals approve a modification to the above- referenced Comprehensive Permit to allow the addition of eight(8) one-bedroom units to the project. This request is being made pursuant to 760 CMR 56.05(11) (a). However, we are not asking that the Board determine that the proposed modification is insubstantial under said regulation. Rather,we acknowledge that the modification is substantial, and we therefore request that you schedule a public hearing on this request pursuant to 760 CMR 56.05(11) (c). Brief description of Modifications The proposal is to add eight (8)units in 2 phases (two multi-family buildings, both with four(4) one-bedroom units)to the existing twenty(20)units on the LIFE Hyannis campus. 4700 Fax(508)362-4701 86 Willow Street ■ Yarmouthport,MA 02675 ■ Phone(508)362 ■ 0 W JE o �Support Letters MAR 11 2016 LIFE first met with Jo Anne Miller Buntich,Direct r of the Barnstable Growth Management Department,who expressed support.and advi ed thatrMawiE Town Site Plan Review Committee and the Town Housing s have obtained the following(copies enclosed herewith): 1) Barnstable Site Plan Review Committee letter in support dated February 4, 2016; 2) Town Housing Committee support letter dated January 26, 2016; and 3) Town Manager Support Letter dated February 22, 2016. Also,before or at the time of the hearing, we will subnut the approval letter from the Commonwealth of Massachusetts Department of Housing and Community Development under the Local Initiatives Program("LIP"). Overview of the Proposed Project: LIFE is a Massachusetts non-profit corporation. LIFE built and has successfully operated the Hyannis campus located at 550 Lincoln Road Extension since its inception in 1992. The campus is an affordable housing development under Chapter 40B restricted to adults with learning disabilities who are capable of living independently and who work in the community with some guidance and assistance from staff. The property is addressed as 550 Lincoln Road Extension, Hyannis but is also accessed from Castlewood Circle. The property is shown on the Town of Barnstable Assessor's Map 273,Parcel 25 and is located Residential(RC-1) zoning district and is within the GP Groundwater Overlay Protection District. The existing Comprehensive Permit No. 2010-036 is an incorporation and modification of two earlier ZBA Decisions in ZBA Case Numbers 1995-020 and 1992- 068. The project on the approximately 3.99 acre site currently consists of the following: • 16 two-bedroom residential units within 4 multi-family buildings totaling 24,250 sq. ft.,located on Parcel `B'; • 4 one-bedroom residential units within 1 multi-family building totaling 4,000 sq. ft.,located on Parcel `A'; • Of the existing twenty(20)units,five(5)units are owned by LIFE and rented as affordable units to income-eligible persons earning no more than eighty (80%)percent of the Area Median Income as required by LIP and the Comprehensive Permit; 2 V Lg • A recreation/office building, shed, and fenced tennis ,all located on D Parcel `B'; and MAR 1 1 • A total of 30 parking spaces(24 located on Parcel ` ' and 6 located on Parcel W)' TOWN F 9 N,S ABLE All of the above is shown on the Site Plan enclosed her 'tlg d9dA � PEALS The current proposal will add eight(8)one-bedroom residential condominium units within two multi-family buildings. Building elevations and floor plans prepared by Akro Associates Architects are enclosed herewith. One building will be on the southeast corner adjacent to the Lincoln Road Extension entrance and one building on the northeast corner adjacent to Castlewood Circle entrance.No additional parking is proposed. All of the proposed units will be approximately 857.50 sq. ft. The building height is 30'-6"-±grade to ridge and 19'-0":L grade to top of plate. The site is and will be serviced by municipal water and sewer. Six(6) of the units will be sold to the families of learning-disabled residents, and two (2) of the units will continue to be owned by LIFE as affordable units rented to income-eligible persons earning no more than eighty(80%)percent of the Area Median Income as required by LIP and the Comprehensive Permit. This proposal will provide an expansion of specialized and needed affordable housing in the Town of Barnstable within the existing LIFE campus, which has been well operated and a good neighbor for many years. LIFE has experienced a great demand for these units, and hopes to be able to meet the demand with the proposed expansion of the Hyannis campus. Based on all of the above we, seek your approval of the proposed modification. Pursuant to my conversation with Elizabeth Jenkins, it is my understanding that this request will be on the Agenda for your April 13, 2016 meeting. In the even this letter is filed more than thirty(30) days prior to that date,then LIFE waives the requirement under the above regulations that a hearing be scheduled within thirty(30) days of filing. Should you have any questions,please feel free to contact me. Enclosures: • Site Plan Review Committee letter dated February 4, 2016 • Housing Committee letter dated January 26, 2016 • Town Manager letter dated February 22,2016 • Assessors Map • Site Plan prepared by Down Cape Engineering, Inc. dated January 28, 2016 • Elevations and floor plans prepared by Akro Associates Architects dated January 2016 3 oc� � � oe Very truly yours, MAR 1 1016 Peter L. Freeman TOWN OF BARNSTABLE ZONING BOARD OF APPEALS PLF: njm cc: Diane Enochs,LIFE Ruth Weil, Town Attorney Jo Anne Miller Buntich,Director of Growth Management Arden Cadrin, Housing Coordinator 4 Town of Barnstable Regulatory Services �8 NS AB E: Richard V. Scali,Director Ruildinb Division Tliom2s Perry,CBO Buflding Commissioner 200 Main Street, Hyannis,.MA 026.01 xwrrvAaNvn.barnstabk,=.ns Office: 508-862-4038. 8- - 00 D MAR 1 1 2016 February 4,2016 TOWN OF BARNSTABLE Living Independently Forever,Inc. ZONING-BOARD OF APPEALS c/b.Attorney Peter L.Freeman 86 willow Street Yarmouth,MA 02675 RE: Site Plan Review 4005-16 Living.Independently Forever,Inc.—40B Advisory Review 550-Lincoln Road Extension,Hyannis. Map 272,Parcels.25A—25T Proposal. Addition of two 4-unit,two-story buildings to the existing:developed 40B site. Modification of the existing Chapter 40B Comprehensive.Permit is proposed. Dear Attorney Freeman: At the formal site plan review meeting held Febuuary 4,2016,the above project received an advisory review prior to application to the Zoning Board.of Appeals to for modification of the existing Chapter 40B Comprehensive Permit for this site. • Plans reviewed are entitled"Site Plan Phase 5&6 ofland it Hyannis,MA, 550 Lincoln Road Extension"prepared for Living Independently Forever,Inc.by Down Cape Engineering,Inc.,Yarmouthport,MA;.dated January 28,2016,.scale I"=30'. • It was identified that relief for reduction.of required parking will.need to be included in.the modification of the comprehensive permit Addressing and labeling.of all buildings on the site will.need to be formally resolved and reflected in the comprehensive permit. Consultation with Hyannis Fire Department and DPW will be needed. o DPW has requested locations of existing utilities and lines be added to the plan as well as the rim.inverts and manhole diameters.. Final approval must be obtained from the DPW DPW- regarding requested drainage calculations and perc..tests;drainage and utility design DPW has also requested an as-built sewer plan for Building E. Upon completion of all work;a registered engineer or land surveyor shall submit a.letter of certification.,made upon knowledge and belief in accordance with professional standards that all woe&has been done in substantial compliance with the approved site plan(Zoning Section 240-1 d5 (G). This document shall be submitted prior to the issuance of the:final certificate of occupancy. . A copy of the approved site:plan will be retained on file. Sincerely, y G Ellen M.Swiniarski MAR 1 1 2016 Site Flan Review Coordinator -CC: Worn Perry;.Building Commissioner TOWN;OF BARNSTABLE ZBA I ZONING BOARD OF APPEALS. Amanda Ruggerio-DPW Health Dept. Hyannis FD • i I Op'iHE Town of Barnstable a,�aivarAat� , Growth Management Department $prfD3M9ptp, Housing Committee vrrww.fo rm#barn fart .ma.us/hcausrnacommittee E chair Donald Lynde January 26,.20.16 anal Vice Chair D Glen Anderson MAR 1 1 2016 Clerk Zoning Board Zonn o Appeals Richard.Plaskus Town of Barnstable TOWN-OF BA RNSTABLE Members ZONING BOARD Jessica Sylver 200 Main Street OF APPEgLS E Robert Woolhouss Hyannis,MA. 02601. Paul Hebert Paul Breagy Aaron Kamer 5 S BamsiableHousin4 Dear Zoning Board: Authority LCalson Lord Finton 3 At their meeting of December 15,2015,the Housing Committee met with representatives Town Hebert Council of LIFE,hic.to review and discuss a modification to their exist' Comprehensive Permit Paul Hebert g p to allow for.the construction of two additional buildings at their Hyannis:site. r ` a staff Director The Committee voted unanimously to support the request of LIFE,.Inc.as it will create 2 0 Jo Anne Miller Bunticn additional units of much needed affordable rental.housing for those with incomes below Housing Coordinator, 80%of the median. Arden Gadrin E PrIncipalAssrstant Thank you for taping into consideration the recommendation of the Housing Committee. 3 Kate Thompson Should you have any questions regarding this matter,do not hesitate too contact me, 3 _Sincerely, - 1 � Donald Lynde Chair z i 200 Main Street;Hyannis,MA 02601 367 Main.Street,Hyannis,MA 02601 3 i J �oF� T The Town of Barnstable Office of Town Manager 9 WARS- 367 Main Street,Hyannis,.MA 02601 t?Lliiu� I111L 1639• t� Office:508.862.4610 � � O`Y4 f.MAY6f r,�swYs suu-arKruf-cs'uxar,� M Fax: 508.790.6226 www.toAm.bamstable.ma.us Citizens'Resource Line:508.862.4925 Thomas K.Lynch,Town Manager Mark S.Ells,Assistant Town Manager tom.lynch rr.town.barnstable.ma.us mark.ells tnr.to,,m.bamstable.taa.us E-60ARD L2 February 22,2016 Chrystal Kornegay,Undersecretary 11 2016 Department of Housing and CommunityDevelopment 1.00 Cambridge Street,Suite 300 Boston,MA 02114 BARNSTABL'E OFAPPEALS Dear Ms.Kornegay, Please accept this letter of support for the.Living Independently Forever,Inc.(LIFE)proposal to add eight (8)units in 2 multi-unit 4 bedroom buildings to the existing twenty(26)units on the LIFE Hyannis campus at 550 Lincoln Road Extension. LIFE Inc.and their attorney Peter L.Freeman,seek to modify their existing Comprehensive Permit to accommodate these site changes. I support this-project and permit modification under the Local Initiative Program(LIP)to be finally approved by your department and our Zoning Board of Appeals. At nearly four(4)acres,the property is well suited to accommodate this expansion. The programs atthis campus.provide adults with learning disabilities the opportunity to have a home in a supportive yet independent arrangement. I look forward to this expansion that.will allow LIFE to expand its service w our community. Please do not hesitate to contactme for any additional information you.might need. Sincerely, Thomas K.Lynch Town Manager TKL:jab C. Peter L.Freemen,LIFE Inc.Attorney Janice Lesniak DHCD LIP Program Coordinator Town of Barnstable Geographic Information System January 5,2016 272193037 27219303" # 272 1930 272215 # #209 2#7 2105437-, 2#7 2105523 22#7 2120093 2#7 20 11 50 272 110#53 #16336 12 D44 272038 27204 #45 '. 272151 4 272193004 272216 #200 ;,! #119'J ; r #50 272193031 #167 r' 272209 �z #1 81 272045 #160 #12U 2# 272193030 272193005 272217 y 272037 #191 169 #19D 272055 272205 272152 a . #16 1 �#12 r9 Q' 272210 62'�? =' 272218 272220 :, k} 29 #171 #174 #170 272 x a w .,a , #130 272172 } [#19 272193006 C272D36 Q' 272034 L 20 Q # 272193009 Q881 ;Q 272035 ? a t to tp T 272193028 #197 #178 272206 uru/. 272153 �_ a _ 272033 #141 5 avv x t 74 272193010�72193011 2721930120 #15a 272211 272171 s# •t 27219300-7 #2D1 #209 I #140 #83 #215 + 272193D27` 272193008 aAz `1 ✓+w1a ;•� " 2721D2 r {° ,,-.. 272056006 =b l 21 A #150 272154 272193026 u:. g r. 86 ? #6 RE y 272170 :DR.° t. #, z n � iSff272056005 + C ;i �272193020 W 2721 93 01 3 r& Y 272101 #32 #178 272193019 +�°�#g "�x _ #35.__. z a *. "#7 f '2�T'2155 2721 93 02 2 In>C / .98 272145 272193023 $" #164 272193021 " Q „� 272 1 9301 8 27109' #975 ' � #� #170 2721 014 � ! 272100 � #109� a 4 2721 93 024 #17 i , a-" ' 272056004 „. -.,x� #161 Y 272025CND Lr#45f ,. #140 #5501✓• Q #44 s. ' 272193015 \ ,• z tt Li#1:41 272144, 272006001 272201 272193017� #110 #96 1 #50 �#6 272168# 21 a 272006002 206003 #58 27. 4 272157 # 2472006003 94#14 #204 272095 �9 r#22 272167 e 272177 #133 t= :. #196 272056002 1 272142 272060 a q #70 r #937 "" #514 272184 k 272181272094rn t; -�138 Y # #546 f�j`#77� JK 272006004 {� #26 �272141 J r 2720,0OD2 Q >8g 272 D, 4 ® #925 ! J f #180 r :�• 272061 �� -q 1 #504 272183" 272093 i 0 272159 272#0l3 005 f 272058' , #5, Q •272180 #87 #152 #534 W r,�� #501 Z 165 n, i Z' j, 72084 p =61 B 272140 4 272092 3� g:''" � #911 p ��gg 27201? 272182 p Du 2721BD 0 8 6Z�¢ 11 272013 #490 #521 . 272179 #97 272083 p 27216>r' #166 #2139 897 _44293001 `# #487 #522 #98 Z #1 5' ''' DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:272 Parcel:025000 W boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:LIVING INDEPENDENTLY FOREVER Total Assessed Value: I 0 SelectBOY' reel 1'=100'may not meet established map accuracy standards. The parcel lines on this map ^ g`.',•^w. are only graphic representations of Assessors tax parcels. They are not true property Co-Owner. Acreage:0 acres W Abutt 5 boundaries and do not represent accurate relationships to physical features on the map Location:550 LINCOLN ROAD EXTENSION such as building locations. ',; LO S ftp -- —� 5 1r(3 JR � l/ a M f1alA fLaa9 ZWE] wo ox roc Lenn P�I—).smws9s.1 Lf O F RECO lnd LP CT�Lr'f�A LENCES 1 i.- OF BA ABL EN PPEA LS RDOF ' • L� - \\i%'\'.u:�' � �'�/ r`r NM:Lai IRRNfArc 13S' 4REEM SMAM 15' F_•• ! .ac 'fbT L j9''" / y/ !.,'; '� emtniYc f >ti Ax eumixc xfwxr w PR 2 I �• �` �'„d _ijt ar ARc iio Pi ATI us `PARKING CALCULONS: `Gfl s. ,-•A�YI^«J`�,` ' yt�' if:f���` `'{ ` ! �e0.V x• >SU J —mmm I `f•� ./ (.. 'lam•~ �20 15¢5a RACF3 �GE.rl�' ��� a MACES/oxsiuxc uxn y„ � :. (y.a i 19.. S• •: �� \\`" (� l{``"1� PflOP6vTD'S!•FACT9 ^j ` t IILi 1 v ~ pfI51MG PMNMC.AOWIAIE WE T0:9'FWL US ;"? `t AREA CALCULATIONS: 1��� J ; ems- 1 ✓' --'i'� IOTAL tDr ARIA a i1].053i�4' . t ' i EVPEn\ras axu-sacow_sf-53.T.ssR YAY � . Nv �! 1- ! a Naxw.'+wMET NOTES r i,/}fff{ Jj �1, is ,c�mfaro. jl , S ( i" /�l i � `Ealy\ 7 _ � - \ ✓ .r""" nrtr�la nflw amM re mut r+C�oA `; f „� L`r»,`.,�"^�`"ti�'0 � 1•.v —'i ;s.�. m�s TWA ' ��-sad) x'�x "Lin+ 65 u�.Z`y Awrr q r pcwc f �. �� �'A'�NN .�fEM\ / d ART" j/i•/'< I ) - r' —a raYU�, : .SITE PLAN ~Q �" t 1.� i PHASE 5 & 6 ,/r ill OFLWO M /- - ul HYANNIS, MA 550 LINCOLN RD. EXT. • _ PREPAAFD fill i LIVING INDEPENDENTLY FOREVER, INC. - � u1G J1H]G 2a16 i rope mirisrer&r.iw. erryeoera . �.aarun,a�rxnvene sv Jp s OAIE OCE x 1 J-140 Pfxsn SEi Nm fax caxs,rc.,aneN t 'v NUvIrs ew I.ing F.,Ad[dillsnvlt Lear°n9 Dis:b lities located at - Living Independently Forever, .Inc• 550 Lincoln Road Exlenslpn,Hyannis,Massachusetts - rodRy: New Housing for Adults with Learning.Disabilities RC-1,Residential Craundwater Protection District , Map 272,Book 025.Lot OOQ, / Use Code 1020 Condominium,1110 4 to 8 Units 81111 Jin pl:a Preo� - - `!'� rlV"V ✓,..� I . TWe 51oryrourplex: V �'v"V'v �,•~-'v 2-1 Bedroom Units,First Floor;2-1 Bedmom Units,Second Floor ~ Llving,Dining;Rhchen,Bedroom.Bath,Laundry,Medlanlcal. ' Basement.Full with InJlvldual unit Stosagn Blns B Illdl Code T a art Ivsls: Use:r n L R-2,Apartment Building trued Consuction 40'j.2: , Height:4U',000'witil sprinkle) - FloorArea: torit SFper hoer(200%Wltl sprinkler) �-r 0 y✓�;il" - Nunsber of Srorin:26 1 stow whh sprinkler) IT _ ��.:t•,. ---- 1�1 ` Fire Ratings: F i•I I, --- Structural Frame-0 hoUrs Bearhrg Walls-1l hours ' rL- _ __. __ -- _ I a ruawrt-a hex,: Fire S<paradon a(assumre building li Idea automatic sprinkler Ystem): L uto Fire Separation between Owe Iny units:1/Z lour ' Fire Separation al Condor(Stair):1/2 hour Exlerlur Wall raJny,greater than 30 R:0 hours lyali and Cellin9 Finishes,with Sprinkler.Class C M4ens of Eyren;: I: 1 Fxlt per Unit,1-2 with Sprinlderl occdpanty less than 20 Persons - -_ - ....: 1•.Ji n 1 Exit per First Floor/Beseinenl,R-I occupancy less than 10 p=. , - 1 Exlt per Second Floor,Up W 4 Dwelling Units Stair clear wld[Il 36"If less{Ilan SO uccdpants Loads and Strucwre: G Private Rooms and Corridors serving them:40 Of Ilya load RI4�NT.221DE �.I�G4P{I oN LC('T>_IDE• LPJ(6TICN. �ROryY FLEyb'(10 W PubOc Rooins and Corridors seiving them: 16 0 Psf Ilve load - Ground Snow Load:35 psf - - OaslLWlnd Speed:12Q MPI-I - Exposure Category-.B Surface Roughness Category:B Climate Zone:SA(all of Massachusetts) v Occupancy Category:11 Wind-borne Debris Region:No Flood Zone:NA 4e'- _ 6abilecreral Access BGard.l."ftEIBCRW __ 4,L[.a e4Lr.4 2i:L^ Lrbup 1 Dwelling Units required on First Floor only(no Elevator) —� ..Yr 4F S dNIY}I't uRli JF 1 uNlf Jt2 IE Ell CED mN ' DOADmM n' t - HWId1n0.A[ca2.11rcaYdgs•2n: unrf al U.'r-0 1 Um1A3 ,I Evil 44 - ^~ 1 slough erep-0 1 .Y(esiL 1 �fce,4A. V *A'At Ad be— bar.)0 e!pfL w � poll Ares:21.3'%35' aSi.s 3f Lrosr '. Fun Floer Arta: 1,a59A SF Or"ta I ea n 1J-.!/ 3 a ,i�IfIII�/f(LLeJ1, I; rt 4 Second Gleur Are>: 1.963.0 Sr Oros, — -1-- — y Ear I y lJ UYMG/-blJtll/N4 aamsenl Floor 0 (� 1 I JJIII-) --ss0711i1� —y —Yo e. Taut OullAre,:lnp Are,: S,681A SF Crass f;rdie ❑ t—J . Dnlshad Fleur Area: 3,a12.0 SF Dross - ---- -- -- `� or T1111 u N 6vsefAtrlr_Iooe_PIAr SEcnMD AL , ft1:tt_ �Eif float-Ren__ Z�I----- Z.O G).Z a Living Independently Forever,Inc. eMnfl�G�eiGN c D n New Housing for Adults with Learning Disabilities located at �� Rtt s L E�Ey6TIvM3 k'voice 550 Lincoln Road Extension,Hyannis,Massachusetts AlZRO ASSOCIATES ARCHITECTS O I 21 EasMewTarrace,llsrituns Mills•NA 02646 I Tel,and lax:SOB-419-12.7 i op i I506 � I r _. _ .................__....._.........._................... . ................._.............:.... ................:... .............................._........._... . �� . I ' >� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Zq Z, Parcel ���5 Application #« 61 'C 3 0 Health Division Date Issued /Ipp Conservation Division ',A� Application Fee ��� PCL Planning Dept. Permit Fee &T, L fl Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis offProject Street Address t- Village J6 Gl Owner Z_- -Address- Telephone Permit Request L� S Square feet: 1 st floor: existinVWproposedt37^72nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 Colo On Old King's Highway: ❑Yes 9 No Basement Type: )(Full U. Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) fi:W Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 0 new O Half: existing d new Number of Bedrooms: d existing _new Total Room Count (not including baths): existing _�new First Floor Room Count Heat Type and Fuel: JkGas ❑ Oil ❑ Electric ❑ OtherZE �--� Central Air: Ayes ❑ No. Fireplaces: Existing New _Q Existing wood/coal stove��p Y69*r� No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑Yexisting ❑new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _� '" Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name OEZ Telephone Number Address Z9__ �� Q License �o Home Improvement Contractor# Email �Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G� SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# „ TE ISSUED WA RI PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FfREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: DATE-CLOSED OUT ASSOCIATION PLAN NO. . The Commonwealth o,f Marssackuseth DgWtment o,f Industrial Accidents - Q Office of Investigations 600 Washington.Street ' . Boston,MA 02111 wwnt mass golvIdia Workers-'.Campensation Insurance Affidavit: Builders/CnntmctarsfEIectricians/P"lumbers ApplicantIphrmation. Please Print Lezib Name(Busio w t oadadividnau_ Address: Citylstate/ ip: ,� iC Phone#: �� / Are you an employer?Cheek the appropriate boa: . T . of project r ` ` 4. I am a. sral contractor and I 3 Pe p ] (required): 1.51 I am a emplo with 4 ❑ 6- ®'hiew construction. employee dlorpait-timed* have hiredthe sub-contracton 2.❑ I am sole proprietor or partner- listed on the attached sheet. 7.g Remodeling ship and have no employees. These sub-contractors have g- ❑Demolition woddng for me in any capacity- employees and hmve workers' 9- ®Building addition. [No workers'comp.insurance comp_msuram-P-1 required.] 5. ❑ due are a corporation and its ME Electrical repairs or additions 3.❑ I am a homeowner doing all.woak officers have exercised their 11_.❑Plumbing repairs or additions MySc-1£ [No worlmrs'comzp. :right of exemption per MGL 12.❑Roof repairs insurance required.] t c.152, §1(4� and we have no employees-[No workers' 13.❑Other comp-insurance required.] ttlay applica .that checks box#1 mast also fill out the section below showing their workers'compensation policy information_ I€omreowaeis who submit this affidaut imdwztmg they are doing all work and then like outside contractors must submit anew affidavit indicating sash. aContractnrs that check this box maw attached as additional sheet showing the nmm of the sub-contw=and Me whether ornat those entities hwe employees. If the sub-co tctoes Lase employees,they nnntpiovide their workers'romp.policy number. I am an employer that is praiidi g workers'compensation insriranca,for ury enr}rIayFees. Below it the policy rurd job site information. Insurance Company Name: Policy#or Self ins.Uc.4 /' / Y� �d Expiration Date: Job Site Address: Ct /Stater f'J Attach a copy of the workers'compensation policy declaration page(showing the policy nu er andexpiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500-00 andfor one-gear imprisonment,as well as civil penalties in the form of a STOP STORK ORDER and a fine of up to S250-00 a day against the-violator. Be.advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance-coverage verification. I do hemby caWh,ender the pains ai!oenahYes ofpeduty,that tare information pronided abm a is bue and correct Date: Phone#- 71 l Official use only. Do►tot write in this area,to be completed by city or town o,(iecial, City or Town: PermitlLicense Issuing Authority(circle one): 1.Board of health 2.ceding Department 3.City.frown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 • snxxsT.�,s[.$, • Town of Barnstable ATfD��p Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I t as Owner of subject bj the.suproperty l hereby authorize C � Gli to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date fi ,A, [7-h 0 L.� S Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILESTORMS\building permit forms\EXPRESS.doc Revised 061313 14 .roe I--m�:F. E 3L16 L/N'�c�i h1 a`(^ �X'F STRUCTURES ENGINEERING Ails W- 20 Plain St. Suite 240 SHEET NO. 1 OF i MARSHFIELD, MA 02050 J. � —�(781) 834-0085 CALCULATED BY DATE Fax (781) 834-1357 CHECKED BY {� DATE SCALE �Tl F � EJCk Av©At:5 GENERAL NOTES: i. BEAMS HAVE BEEN DESIGNED BASED ON DRAWINGS B1'COTUT BAY DESIGN,L[C 2. ;BEAMS MUST BE.LATERALLY.BRACED.BY FLOOR OR ROOF:FRAMING OR TIE BEAMS. SEE ATTACHE D DETAILS FOR FLUSH FRAMED CONDITION. 3. .PROPERLY AND ADEQUATELY SUPPORT BEAMS AT EACH END. COLUMNS OR POSTS (DESIGNED BY OT(IERS)ARE TO-BE SECURED.TO THE BEANCS AND/OR FOUNDATIONS.: 4: CAPABILITY OF THE STRUCTURE OR FOUNDATION TO SUPPORT THE: APPLIED I OARS :IS TO BE VERIFIED PRIOR TO BEAM INSTALLATION.REPAIRS OR NEW FOUNDATIONS ARE TO BE CONSTRUCTED ......... AS;NECESSAR3'TO SUPPORT ALL LOADS. 5. STRUCTURES EAIGINEERINGIS ONLY RBSPONSIBLE'FOR THE DESIGN OF THE INFORMATION.AS SHOWN ON THE_CERTIFIED-DRAW INGS.ALL OTHER ITEMS AND:CONDITIONS INCLUDING FRA-MFN40 AND:WFCM - WIND DESIGN'A THE RESPONS1BIi lTY OF OTHERS. _.<:STRUCTURAL.$TEEL.NQ.TES_ .....;_ . 1_...._ ALI STEEL.BEAMS Sl IALI,.BE NEW.STEEL CONFORMING TO THE A_I.S_C. SPECIFICATIONS FOR DESIGN,-. FABRICATION AND ERECTION OF STRUCTURAL STEEL IFOR BUILDINGS AND A.S.T.M:-GRADE 56 ALL CAP AND BASE PLATES AND-OTHER MISCELLANEO S STEEL MAYBE A:S:I,M.:GRADE A36. 2 -...ALL STEEL; BEAMS TO BE.SUPPORTED ON 4 INCH ROUND A�INIMUIVI SCHEpULE 60 PIPE COLUMNS OR A_ X 4 X %4 HSS STEEL TUBES IN ACCORDANCE TO THE A.I.S.G. 1 SPECIFICATIONS FOR DESIGN, FABRICATION; AND ERECTION OF STRUCTURAL STEEL:FOR BUIL..DINGS AND ASTM A500 GR. B FOR 4fi ICSI.SOLID LVL POSTS.-MAY BE USED IF THEY ARE PROPERLY DESIGNED(BY OTHERS)TOSUI?PORT THE - ACTUAL BEAM LOADING. 3. ..ALL. SHOP: AND_FIELD MELDS SHOWN:SHALL BE MADE BY�APPROVED CERTIFIED WELDERS AND SHALL.CONFORM TO THE A.W.S.CODE FOR BUILDINGS.; 4. :NO;PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL:THE STRUCTURE HAS BE PROPERLY ALIGNED.PRQVIDE TEMPORARYBRACING AS REQUIRED: 5. STEEL FABRICATOR IS RESPONSIBLE'FOR FINAL LENiGT14S, CONIVECTIQN DETAILS AND DESIGN'IN ..ACCORDANCE...WITH THE MINWUM REQUIREMENT .,.,OF THE LATEST EDITION OF THE ! S.C:. DERAILING MAUAL.:SUBMIT SHOP.DRAWINGS WITH:ALL DETAILS TO 'THE:GENERAL CONTRACTOR PRIOR.TO FABRICATION 6 USE%"MINIMUm:CAP PLATE AND BASE PLATES FULLY.WELDED-ALL AROUND AT COLUMNS WITH-A 3/I6" FILLET WELD, OR AS OTHERWISE SI?ECI IED ON TFIE DRAWINGS.; ALL STEED, COLUMN: BASE PLATES S}iALL BE BQLTI;D TO THE CONCRETE FOUNDATIONS°WITH 4-5/8 INCH[DIAMETER ANCHOR BOLTS: .7. ALL STEE SHALL HAVE TWO COATS OF RUST INHIBITIVE PRINWR'.PAINT. TOUCH UP ALL WELDS- .,.... SCRATCHES.OR SCRAPES IN.PAINT AFTER ERECTION.. q ' _.. 8. .STEEL: BEAMS TO. BE CONNECTED TO,.AS .NO.TED ON....THE DRAWINGS ..SUBIVIIT DET TAIL THE .. '_ENGINEER 9 fRz�ME JOISTS TO TOP OF<BEAM.ON A 2X8_TOP.NAILER.THRCJ-BQLTED WITH..I/2 INCH DIAMETER-BOLTS . STAGGERED AT 241rtCHES ON CENTERS.:JOISTS TO BE ANCHORED.TO THE TOP NAILER WITH SIMPSON' H4'Ht1RRICANE`CLIPS: 1 LUS14I-FRAME JOISTS TO THE FE1L L DEPTH.WEB BLOCKING FASTENED TO THE .BEAM WITH %z INCH: DIAMETER THRU BOLTS..AT 24 _IAICHES ON CENTERS STAGGERED TOP.AND BOTTOM PER DETAILS. SEE DETAIL. r8tmoc 2W lvaadE&; I I'.F. E �T�- STRUCTURES ENGINEERING J°e-L' °, Son t I ry1 11020 Plain St. Suite 240 SHEET NO. 7— MARSHRELD, MA 02050 of Ie�(( (781) 834-0085 CALCULATED BY U DATA Fax (781) 834-1357 CHECKED BY DATE SCALE FRAMING:NOTES: l ALL FRAMING IUNIBER SITALL BE E1BIVI-FIR GRADE,NO.2 OR S:P.F..(SPRUCE-PINE-FIR)GRAIjE NO. 1 AND 2.. OR ..APPROVED EQUAL-.(UNLESS.. OTHERWISE- SPECIE D).. AND. SHALL ..MEET .TILE REQUIREMENTS OF THE AMMIrRICAN FOREST AND PAPER :ASSOCIATION. THE :MITTIM[JM AILOWABIEBENDING STRESS(Fb)SHALL BE 1050P.S.I THE MINIMUM ALI,OWABLE CONfPRESSION STRESS.(Fc)SHAI L..BE..400 P,S.I_ THE MINIMUM ALLOWABLE MODULUS OF.EI.ASTLCITY (E) SHALL.:;. BE 1,400,000 P.S.I. .. . ....... 2. ALL LVL'S TO BE B01SE CASCADE VERSA-LAM 3100FB OR.APPROVED EQUAL. THE MINIMUM ALLOWABLE-BENDING STRESS(Fb)SHAD L BE 3100 P:S:t_ ALL LVL POSTS TO BE VERSA I`.7 2650 - FB 1.8E PARALLAM:PSL OR APPROVED EQUAL. INSTALL LVL'S [N ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. _ .:................. 3 USE /4 TON(;UE: AND GROOVE STRUCTURAL; GRADE FIR PLYWOOD FLOOR;SHE,ATHIIVC, 5/8" EXTERIOR STRUCTURAL-GRADE FIR {G:D:X.)...PLYWOOD ROOF..SHE,ATHING, AND-'/z" EXTERIOR:.... .... STRUCTURAL.GRADE.FIR (C..D.X:) AT 'WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. 4. PROVIDE SOLID'BLOCKING OCKING BETWEEN FLOOR JOISTS ANDlOR'DOUBLE ALL JOISTS:UNDER EACH PARTITION. .. .......... 5. USE FULL 'MAILED:METAL.CONNECTORS(TECO, SIMPSON, OR_EQUAL),JOIST,.Ok BEAM HANGERS WHEN;JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE IVIIITAI POST CAPS AND BASES FOR ALL POSTS. 6 . FOR LVL BEAMS OR-HEADERS-PROVIDE SOLID 4X4 LVL 159UM MINI POST SUPPORTS FOR:DOUBLES: AND SOLID 06 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS,OR AS OTHERWISE SPECIFIED ON THE PLAN. 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE CLUED TO SUPPORTING WOOD FRAMING'MEMBERS USING:AMERICAN PLYWOOD ASSOCIATION(AP.A.) GLUED FLOOR SYSTEM: WOOD GLUE TO ;BE CONTECH;INC.--PL400 SUBFLOOR..CONSTRUCTION ADHESI..VE,OR APPR.OVED EQUAL BUILT UP BEAMS:(3 PLY NMAXIMUM)US1NG CONVENTIONAL FRAMING I UMBER SHALL;BE FULLY SPIKED TOGETFIER WITH 2-I OA.:NAILS..AT I2"..O,C.,.LVL BEAMS..(4 PLX..:NtAXIMUM).TO....$E THRU- BOLTED WITH 1/2 INCH DIAMETER.THRU-BOLTS OR EQUIVALENT POWER SCREW$ STAGGERED TOP AND BOTTOM AT 16"O.C.OR AS OTHERWISE RE U -THEMCTUDIRER. 9. ALL MANUFACTURERED FLOOR.1-JOISTS TO 13E DESIGNED AY THE- SUPPLIER/MANUFACTURER SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE EAIGIN) ER:PRIOR-TO F`ABRICATI(3N r�o gin,i is sneer;zosl traeef A4 TM -f-, 11 718"IJOISTS 16"o a 1 00 I 00 �I 6 x �IN_ m 3 w� co 00cir OVAM -M Z I N&w *e*M WITH ODUOLC W(Df� C"f AWGU" I - 117l6 WL {, NEW BEAM n Ir _ I ` N EaJ EMS7.BEAM X(o L I I NEW 2 !s &Ica ISTUO N Ivew kis Ng E a �(� CO�.tJl�ilJ A4 661v4 Cam++ eND) "56coxJD FL-ooR FRAtAWG PWW 1T-0" 4'-r EXIST:10"RETAINING WALL s� UP EXIST- NDOWWELL 2-i 17-t+f�o 4iZ bC-*A IOU ICA Pq EXIST. o v w1Nvb ciye.} HALL I m c.c. T6 veet r Ime poio CApAGrtY OF Ex I Srf N6 SEAM 1171 La VWNDOW 5�PPot� -06 Ac"o � WELL �n w NEW BEAM t.O r-v S• =vv`,�� � � REMOVE DOST.HIP ROOF INJ�� or- fee$ &INSTALL NEW FLOOR NEW z N E%LST.g OVER EXIST.ROOM&THE -- - --- ---------- EXIST.RETAINING WALL Its Q t,vt+ w EXPANDED C�NNE�Tw po51 0 MEETING ' 'AVgL &AM Th EXIST. ROOM 6%ammi6 6dAM w BASEMENT G.G, Ta VE24r-Y S1-aE A00 WITU 5TEeL 6Xt tJG Z � �► C"AGt4'Y OF "llr(NG ea-UMM ! t3�M t4ArrGe' . �P Aml> SING Tt7 ;s jej% t' ws New�x ,roc ACD90 �AInS. No1f-Y FG10"COMIS iC11 Gt .•jy ljp w FOUNDUND WAt1S FOUNDATION C GNr-tNwe OF {�tlJalN6S I Uh lrga 4xUNFa 4 W ✓ A P&*rE C5 AftA10 A4 .E2utJDArTIo0 / FlR5T FLOOR FRAMIOG PieAr�J Avxjrs COW.RIDGE VENT 2x65 TYP. ROOF CONST. -2 x 10 ROOF RAFTERS @ -.518`COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -15LB.FELT PAPER -11"9LOWN IN CELLULOSE INSULATION SLOPED CEILINGS(R=38). 12 -11"GATT INSULATION 8 rFLAT CEILINGS(R=38) ATTIC -MULTI LVL RIDGEBEAM -SIMPSON 4 25 HURRICANE CLIPS AT ALL RAFTER ENDS -ICE!WATER SHIELD AT BOTTOM 3*0`OF ROOF -PROP-A VENT BETV EEN RAFTERS -WIND WASH BARRIERS 2 x 10's 16"oxa TOP OF PLATE n'GYP.BOARD ON,x 3 STRAPPING CONT.SOFFIT VENTS C OFFICE OFFICE SECOND FLOOR SUBFLOOR 11 7ff L JOISTS(8J 16'o.a 11 7l8"I-JOISTS 16'o.c. TOP OF PLATE Mum LVL BEAM TYP.WALL CONST: 1.2 x 6 STUDS @ 16"o.c. EXPANDED mouon" .1otsr 2.tn'PLYWOOD SHEATHING MEETING #"Web" 3.6-(R=20)BAATT INSULATION ROOM 4.1n"GYPSUhf BOARD 5.W.C.SHINGLE SIDING S� 6.TYVEK VAPOR BARRIER 314'T A G PLYWOOD 7.6 MIL POLY VAPOR BARRIER SUBFLOOR-GLUED$NAILED _ FIRST FLOOR SUBFLOOR P.T.2x6BILL 11 7!8"1-JOISTS(�16'o_c. niii ,t Tf6'I_JOISTS�16'o.c �gY'��6 �ir�eb W7 SEALER "GV"�r 9'BATT INSULATION(R=30) ULTI LVL BEAM R Prjop � y idD TING ,L10"CONCRETE EXPANDED 4 FOUNDATION WALL MEETING ot2 tQ u Ar tr S" (sttST ROOM f atI Npq"�ar� An- =d•&0. 4'CONC.SLAB IMPSDN NZ.S W 3a GttP A4 �AOu 101Sr �,A1„,� a)SECTION @ LIVING S�'�tt��7U# ES £i Gll ZRIN 0. Q�d1t1 S#.', 'Susie Z�O SHEET NO OF 08 1....14=00$5' CALCULATED BY `�� G Lf DATE _a .11.61) 934-1357 CHECKED BY DATE SCALE THRI!:BOLTS . FLOORING JI JOISTS .... JOIST MANGERS STEEL BEAM WOOD' BLOCKING TYPICAL STEEL_ BEAM , FLUSH FRAMING DETAIL. NOT TO SCALE : :.. ........ .:.. ..... IF BEAM'SUPPORTS BEARING PARTITI011V ABE7VE; PRUJ IDE SOLID w[m NAILER BEARING ilk PARTItIEA�t, AT TOP FLANGE g 11 STEEL BEAM. THRU B[]LT NAILER T STEEL:BEAM FLANGE E WALL ABOVE WITH 1/2'0 Two lim TS @ 2'-0' O C. ....: STAGGERED EACH SIDE [IF FLANGE. FLOQRING TJI JOISTS s THRU BOLTS JOIST HANGERS = STEEL ........ . WO][III BLOCKING TYPICAL STEEL BEAM FLUSH_—.FRAMING DETAIL AT PA RTITI .......:.. .........:... ....... NOT To SCALE; i TNl2U ITS ARE TQ BE 1/2'0 BOLTS;WI fliASHER SPACED AT i':A'- []iC. STAGGERED.AND..L Q ATEb...AT il- BEAM i DEPTH. 2. WmIll BLL)CtCI1VG TOFULLY BEAR ON BUTTOM'FLANGE: OF STEEL BEAH.....°.PRCIVIDE-...ADDITIONAL. .BIM0.G...AS NECESSARY— NOT TO EXCEO FLANGE WIDTH. .. ...._ 3. PRtI M .HOIST....HANGERS -AT At�L JIyI$T CI CTIUNS 4. {NOTCH:FLOOR JOIST AS NECESSARY TO :CLEAR STEEL BEAM FLANGES: : 5. PROVIDE SPACE BETWEEN, PLYWOOD FLDCIRING AND T!]P ft_A1VGE ...OF STEEL.,.BEA". _. __... . _ PNl 1109ALl f.S'vs�SMatc1'rl!47(7h,on+ --- q a� Uniformly Loaded Floor E aamf 2006 International Building Code(06 NDS)1 Ver: 7.61.14 • BY:John Queen , STRUCTURES ENGINEERING on:06-03-2014:07 00:3f AM Proiect_ LIFE-500 LINCOLN STREET EXT HYANNIS-Location: First Floor Beam Summary: (3) 1.75 IN x 11.875 IN x 11.5 FT /Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:42.8% Controlling Factor: Moment of Inertia/Depth Required 10.55 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.20 IN= U685 Total Load: T=D= 0.27 IN= U517 Reactions(Each End): Live Load: LL-Rxn= 4313 LB Dead Load: DL-Rxn= 1398 LB Total Load: TL-Rxn= 5711 LB Bearing Length Required(Beam only,.support capacity not checked): BL 1.45 IN Beam Data: Span: L= 11.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LLi= 50.0 PSF Floor Dead Load-Side One: DL'.= 15A PSF Tributary Width-Side One: TW'= 15.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: C(I= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Bearn Total Live Load: wL= 750 PLF Beam Self Weight: BSU1t= 18 PLF Beam Total Dead Load: wD= 243 PLF Total Maximum Load: INT= 993 PLF Properties For:Versa-Lam 3100 Fb-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E:= 2000000 PSI Stress Perpendicular to Grain: Fc,_perp= 750 PSI Adjusted Properties Fb'.{Tension): Fb'= 3104 PSI Adjustment Factors:Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: td1= 16419 FT-LB 5.75 ft from left support Critical moment created by combining all dead and live.loads. Controlling Shear: V 4797 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 63.48 IN3 S= 123.39 IN3 Area (Shear): Areq= 25.25 IN2 A= 62.34 IN2 Moment of Inertia(Deflection)`. Ireq= 513.21 IN4 1= 732.62 IN4 OF JOHN W: �y z QUEEN m STRUCTURAL 28011 `" /STEti� �ss�ONAI. ti \� Multi-Loaded Beaml AISC 9th Ed ASD)Ver:7.01.14 By:John Queen ,STRUCTURES ENGINEERING on:06-03-2014:07 08:00 AM Project: LIFE-500 LINCOLN STREET EXT HYANNIS-Location:Second Floor Beam Summary: A992-50 W12x58 x 25.0 FT Section Adequate By:6.3% Controlling Factor:Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.31 IN Live Load: LLD-Center= 0.59 IN= U510 Total Load: TLD-Cente*= 0`89 1N= U335 Center Span Left End Reactions(Support A): Live Load: LL-Rxn A= 7692 LB Dead Load_ DL-Rxn-A= 4251 LB Total Load` TL-Rxn-A= 11943 LB Bearinq Length Required(Beam only, support capacity not checked): BL-A= 1.24 1N Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 7471 LB Dead Load: DL-Rxn-B= 4120 LB Total Load: TL-Rxn-B= 11591 LB Bearing Length Required(Beam only,support capacity not checked): BL 3= 1.24 IN Beam Data: Center Span Length: L2= 25.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 25.0 FT Live Load Deflect.Criteria: U 480 Total Load Deflect.Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 50 PLF Dead Load: wD-2.= 20 PLF Beare Self Weight: BSVV= 58 PLF Total Load: wT-2= 128 PLF Point Load 1 Live Load: PL1-2= 7875 LB Dead Load: PD1-2= 3758 LB Location(From left end of span): X1-2= 11.0 FT Point Load 2 Live Load: PL2-2= 6038 LB Dead Load: PD2-2= 2663 LB Location(From left end of span): X2-2= 14.0 FT Properties for:W12x58/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.20 IN Web Thickness: tw= 0.36 IN Flanqe Width: bf= 10.00 IN Flancte Thickness: tf= 0.64 IN Distance to Web Toe of Fillet: k= 1.24 IN Moment of Inertia About X-X Axis: Ix= 475.06 IN4 Section Modulus About X-X Axis: Sx= 78.00 IN3 Radius of Gyration of Compression Flancie+ 1/3 of Web: OF rt= 2.75 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: . FBR= 7.81 Allowable Flange Buckling Ratio: JOHN K yG AFBR= 9.19 Web Bucklinq Ratio: QUEEN m WBR= 33.89 Allowable Web Bucklinq Ratio: STRUCTtlI2AL 4 ;4WBPb,= 90050 f T Controllinq Unbraced Length: 2$011 Limitinq Unbraced Lenqth for Fb=.66*Fy: o Q Lc= 8.96 FT Allowable Bendinq Stress: �0,�9FGIST������� Fb= 33.0 KSI Wet: Heiqht to Thickness Ratio: FSSIONAL hltvi= 30.33 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy`. h/tw-Limit= 53.74 Allowable Shear Stress: Wt �, �- Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: (o Pr1= 123628 FT-LB 11.0 Ft from►left support of span 2 ICenfer Span) Critical moment created by wmbining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 214500 FT-LB Controllinq Shear: V= 11943 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: V- 87840 LB Moment of Inertia(Deflection): Ireq= 447.03 IN4 1= 475.00 IN4 Uniformly Loaded Floor Beamf 2006 International Buildinq Code(05 NDS)1 Ver.7,01.14 By:John Queen STRUCTURES ENGINEERING on:06-03-2014:06.58.56 AM Project: LIFE-500 LINCOLN STREET EXT HYAM1INIS-Location.Second Floor Beam Summary: (31 1.75 IN x 11.875 IN z 11.5 FT /Versa-lam 3100 Fb-Boise Cascade Section Adequate By:2.0% Controllinq Factor: Moment of Inertia/Depth Required 11.8 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.28 IN= U489 Total Load: TLD= 0.4'1 IN= U340 Reactions(Each End): Live.Load: LL-Rxn= 6038 LB Dead Load: DL-Rxn= 2663 LB Total Load: TL-Rxri= 8701 LB Bearing Length Required(Beam only, support capacity not checked): BL= 2.21 IN Beam Data: Span: L= 11.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 480 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL', 50.0 PSF Floor Dead Load-Side One: DL'.= 15.0 PSF Tributary Width-Side One: •TW = 15.0 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 12.0 PSF Tributary Width-Side Two -RV2= 15.0 FT Live Load Duration Factor_ C d= 1.00 Wall Load: WALL= 40 PLF Beam Loadinq: Beare Total Live Load: wl_= 1050 PLF Beam Self Weight: BSW= 18 PLF Beare Total Dead Load: %vD= 463 PLF Total Maximum Load: %NJ-= 1513 PLF Properties For:Versa-Lam 3100 Fb-Boise Cascade Bendinq Stress: Fb= 3100 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3104 PSI Adjustment Factors:Cd=1.00 CF=1,00 Fv': Fv'= 285 PSI Adiustment Factors:<Cd=1.00 Design Requirements: Controllinq Moment: Ivl= 25015 FT-LB 5.75 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 7309 LB At a distance d from support. Critical shear created by combining:all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sregz 96.72 IN3 v= 123.39 1N3 Area (Shear): Areq= 38.47 IN2 A= 62.34 IN2 Moment of Inertia(Deflection): Irecl= 718.50 IN4 1= 732.62 IN4 OF IyQs�q o JOHN W. `y QUEEN a STRUCTURAL -� `' 28011 G' �FC/STEa �Ss�ONAL GNU\ r Mass. Corporations, external master page Page 1 of 1 William Francis Galvin Secretary J of Corporations Division Business Entity Summary ID Number: 223190452 Request certificate New search Summary for: LIVING INDEPENDENTLY FOREVER, INC. The exact name of the Nonprofit Corporation: LIVING INDEPENDENTLY FOREVER, INC. Entity type: Nonprofit Corporation Identification Number: 223190452 Old ID Number: 000392759 Date of Organization in Massachusetts: 04-28-1992 Last date certain: Current Fiscal Month/Day: / Previous Fiscal Month/Day: 06/30 The location of the Principal Office in Massachusetts: Address: 550 LINCOLN ROAD EXTENSION City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: Address: City or town, State, Zip code, Country: The Officers and Directors of the Corporation: Title Individual Name Address Term expires PRESIDENT DIANE ENOCHS 550 LINCOLN RD. EXTENSION 06-30- HYANNIS, MA 02601 USA 2015 TREASURER JAMES H GODSILL 510 RTE 28 HARWICH PORT, MA 06-30- 02646 USA 2013 SECRETARY PETER CAPERNAROS 550 LINCOLN ROAD EXTENSION Until HYANNIS, MA 02601 USA Successor is Duly Qualified and Elected http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=223190452&S... 6/5/2014 CROSS-2 OP ID:KM CERTIFICATE OF LIABILITY INSURANCE 10/15/13 THIS CERTIFICATE IS ISSUED AS A(NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certlfiwte holder Is an ADDITIONAL INSURED,the Policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the berms and conditions of the poficy,chin policies may require an endorsement. A statement on this certificate does not corder rights to the certificate holder in lieu of such end s PRODUCER Phone.781 749.4310 c.O.N.TACT Walter J.May his.Agcy.,Irma 230 Gardner SbW For 781 749-171 PH�E fin ,MA 02043 E-MAIL Kevin McGrath ADDRESS:- INSURERM AFFORDING COVERAGE NAILS INS RMA:National Grange Mutual Ins. INSURED Crosson Custom Builders LLC INSURER B:Associated Em to ors Insurance Ralph Crosson 18 Woodridge Rd. INsuRERC: East Sandwich,MA 02537 IND: INSUMM E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L TYPE OF INSURANCE pO�Y/flaE� POLICY EFF Y LBIffB GENERAL W160lrY EACH OCCURRENCE $ 11000,0001 A X cowmm AL GENERA.unarry PT4290L 09125M3 09/25M4 PREMISES $ 500,004 CLAMS-MADE X❑ �O X Business Owners "'�°W I""S'are�^) $ 10,0041 PERSONAL&ADV INJURY $ 1,000, GENERAL AGGREGATE $ 2,000,00 GOM AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,0001 POLICY PRO- lAC $ AUTOMOBILE LI UMM COMBINED GLE LWRT Ea eCtiderd ANY AUTO BODILY INJURY Peer per) $ ALLOWNED AUTOS AUTOS BODILY INJURY(Per acddehd) $ HIRED AUTOS p -PR aodderd $ a UMBRELLAIJAS OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ om I I RETENTION $ WOPJUMCOW43MTM X WC STATU- AND ENPLOVEWLI LIABILITY YIN IT B ETICm.L= ® NIA WCC NO 50124922013 09125M3 091Z5M4 F1 tAT�iACCIDENT $ 100,000 0ftnddMInNMEL DISEASE-EA EMPLOYEE $ 100,00( o�cwoFh, OPERATIONSteow EL DISEASE-POLICY LIMIT $ 500,0 PROPERTY 5,00 DESCfIIINTIDN OF OPERATIONS I LOCATE!VEIaxEs(Atkuh ACORD In Additional Remarks Schedule,I mae spree Is rem Carpentzy-Residential Dwellings CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Kevin McGrath 019IM-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010l05) The ACORD name and logo are registered marks of ACORD �� CJfae�omvrna�uaea`l�a�C�/��adae�«Cta Ky Office_of Co sumerAffiirs 3c Business f2ege[atiocr _ rOME IMPROVEMENT CONTRACTOR' egistration 136972 Type �,. expiration: 9/23I2014; DBA. TV RALPH CROSSEN ;ft "YJ ' 1 RALPH.CROSSEN oWzy= rl 18 WOODRIDGE RDA � a2 ' E.SANDWICH-MA 02537.t= Unde`rsecretary t 'Massachusetts:-be"part" m. ent of Public Safety. Board of Building Regulations and Standards -. Construction Supervisor License: CS-070029' RALPKCROSSEI -`. r� 18 WOODRIDGE E SANDWICH 1VFA53 Expiration e Commissioner 11/15/2014 1 Page 1 of 1 Barrows, Debi From: Deputy Dean Melanson [dmelanson@hyannisfire.org] Sent: Thursday, June 12, 2014 9:33 AM To: Franey, Patrick; Perry, Tom; Barrows, Debi; Shea, Sally Cc: Lt. John Cosmo; Norman Sylvester Subject: 550 Lincoln Road Extension, Admin Building Hyannis Fire has seen the plans and is OK with a Bldg permit to be issued for this addition. They may add a fire alarm system, and will provide us with plans if they decide to install one. Deputy Chief Dean L. Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.orci 6/12/2014 PROJECT NAME: ADDRESS: ��� lit `�cc7 ��-. ►�� G`�-� PERMIT# L b 3 lc a PERMIT DATE: M/P: LARGE ROLLED PLANS ARE INa BOx 6' l SLOT Data entered in MAPS program on: lteq t BY: q/wpfiles/forms/archive +� PROJECT NAME: (- �- ADDRESS: JS`Z� l�y�Cd �n ✓ C,�-�-- VL✓'L l ------- PERMIT DATE: MIP: �� LARGE ROLLED PLANS ARE IN: BOX b� J i SLOT Data entered in MAPS program on: el-3 I BY: q/wpfiles/forms/archive I PROJECT NAME: v",�' SS ADD SS: 3, r55o CAS PERMIT DATE: M/P: a Qa LARGE ROLLED PLANS ARE IN: " w i BOX SLOT Data entered in MAPS program on: 13 BY: q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map T7 2- Parcel oZ 0-01 rows OF sARNsrAscEApplication Health Division 113 OCT22 f9 3 45 Date Issued '— Conservation Division Application Fee l. PZD Planning Dept. DIVJ_S� Permit Fee 1_c� 2- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Addres Yt Village Owner CAS Address Telephone EA- H146 r. Permit Request 0 u-jo ca I A .Q k (% '► c w Square feet: 1st floor: existing/ proposedS-0" 2nd floor: existing proposed 5OKV Total new Zoning District Flood Plain Groundwater Overlay ( Project Valuation 0 Construction Type �O I Lot Size : ��.. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) 4__Vt;L 1004► J Age of Existing Structure Historic House: ❑Yes LkNo On Old King's Highway: ❑Yes -NrNo Basement Type: ,(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 11011V Basement Unfinished Area (sq.ft) (SM, Number of Baths: Full: existing new S b mV Half: existing new A M)t Number of Bedrooms: existing _new SOM Total Room Count (not including baths): existing newSA First Floor Room Count Heat Type and Fuel.**�V Gas ❑ Oil ❑ Electric ❑ Other Central Air:me'®Yes . ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes J Vo Detached garage: ❑ efing ❑ new size—Pool: ❑ eing ❑ new size _ Barn: ❑ ex� ing ❑ new size_ Attached garage: ❑ exi ng ❑ new size _Shed: ❑ e)�sting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use C�490 Proposed Use S Qcy\1 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 "YYI �GAQ cyI Telephone Number SOB 380' 03l y Address o i 6WLicense # CS• /3 / u 0 knn Home Improvement Contractor# 11016� � GJ 1. .-�� • °ti�`�u" �''�Worker's Compensation #A'aCa.YL)O Ita20 RR ?4A ALL CONSTRUCTION DEBRIS RESULTING F M THIS PROJECT WILL BE AKEN TO I e4 i tk- S 'E SIGNATURE DATE FOR OFFICIAL USE ONLY ti=. APPLICATION# _ r DATEISSUED fAAP/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: ' w �.•�-FOUNDATION ;rr �-��,. •:��a�,�s.�u -. , '£`"• i Y�'t'1'n A 1.r• ,T-•r x w N" T 1^a w+.A f" ty. t -.FRAME_ JNSULATION_ ' FIREPLACE ELECTRICAL: ROUGH E FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING'_` { DATE CLOSED OUT '' ASSOCIATION PLAN NO. — - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): C.�Ao�� nT0.UG�1 U✓1 ✓1 Address: ' City/State/Zip: 1,Ua v � 0 t72 Phone#: O Are you an employer?Check the appr priate box: Type of project(required): I am a employer with rn 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.El am a sole proprietor or partner- listed on the attached sheet. `7. �]Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' # 9. ❑Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs required.] 5. ❑ We are a corporation and its ❑ p s or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name:__ Policy#or Self-ins.Lic.#: g QC Expiration Date: I y Job Site Address: J� �tP9� ) City/State/Zip: IN 1 Attach a copy of the workers' compensation policy declaration page(showing the policy numbe and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition o criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Inv tions of the DIA for insur a coverage verification. I do hereby certi he p nd pe Ides of perjury that the information provided above is true and correct. Sianafore: Date: 1 `- 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 M 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 in 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." t 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 thelontracting 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 cant'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 may be 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 burn 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 w 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia ,I AC40 o� ® CERTIFICATE OF LIABILITY INSURANCE 70T 5/13/2D13 5/13/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 02009-001 COOtNTT CT Joseph Flynn-Sr.V Northstar Insurance Services AIc°NNv.Ext: (781)431-2600 1 AAic.No.: (781)431-6134 300 First Avenue Suite 100 EMAIL Needham,MA 02494 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: A.I.M.Mutual Insurance Company 33768 INSURED INSURER B: Picardi Construction Cc Inc,Remodeling Design Showroom Inc and INSURER C 266 Turnpike Road Southborough,MA 01772 INSURER D: INSURER E, -See Additional Named Insured Endorsement COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE WVD POLICY NUMBER POLICY EFF INSR POLICY EXP LIMITS LTR INSR VD MM/DDIYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES(Ea occurrence CLAIMS-MADE EOCCUR VIED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ OLICY ECOT- OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ yyORKDEERDg pM ERNETFNNTpIONN $ $ AtJD EMPLOYERS'LSABILITY X TORY LIMITS OER A PRRPRIEFB(EWR/ qRRTNERIIXECUTIVE Y I N E.L.EACH ACCIDENT $ 500,000 A o� ICER/MEEMBER EXCL FN NIA AWC�00-7020888-2013A 3/15/2013 3/15/2014 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If YYes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) "Proof of Coverage" Worker's Compensation Coverage Applies to Massachusetts Employees Only CERTIFICATE HOLDER CANCELLATION Picardi Construction co Inc,Remodeling Design Showroom 256 Turnpike Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southborough,MA 01772 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks of ACORD I Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supers isor ' License:CS-0 j4878 255 TURNPUM `Ol SOUT"Ow _ Expiration J. t� O210812014 commissioner 4 Print I Close Window Subject: LIFE Unit C-1 �1� '-�D 0,11\ From: "Jim Godsill"<jgodsiil@lifecapecod.org> Date: Wed,Oct 16,2013 1:19 pm To: <bill@picardiconstruction.com> Cc: <jodybellows@gmail.com>,<rjtassociatesinc@comcast.net>,"Diane Enochs"<Diane@lifecapecod.org> Bill, This em ' ' to act a your authorization from the LIFE at Hyannis Condominium Association for you to do the renewal co ruction for. CI s u it. James Treasurer, LIF ondominium Association James H.Godsill Chief Financial Officer LIFE Inc. 550 Lincoln Rd. Ext. Hyannis,MA 02601 Direct Dial 508-418-5666 Switch 508-790-3600 Fax 508-778-4919 www.lifecapecod.org Copyright©2003-2013.All rights reserved. - o oFTMEti Town of Barnstable Regulatory Services * snxxsrea[.s• • PLABM& g Thomas F.Geiler,Director 1639. rru•+" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If UsinLr A Builder as Owner of the ro subject P Pert7 hereby authorize C A('CD n 3 �Illo to act on my behalf, in all matters relative to work authorized by this building permit Lirc I\ (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of er Signature of Applicant Print Name nn Dat Q:FORMS:OWNERPEFMISSIONPOOLS 62012 n --— �� �- vJJ �C�dl c 1 y F ITT dt/g' __ �, R . fi t --._. - - -- - - --- - -- -- --- ..... .................. '001 - --- - -- --- - - .......... _ - - - - -- lt cc LU CO Zq -------------- - - - - 7 -- - - r ; - r YX ���111111 i t , , } 1 t i :. t . z �, I..,.�I/-,,-.-,I.4-1..,.I��,.;.-;.,I�!..I�-:�I,�-.-I-�-..,,,,.;—.�.I-I..�I:����,� . rl. -. .r:r tt. —��--1,,�l--.-.�-..-r,-,..,.-:",4.,_",-.,-..,,..1.,,I�.1�.1,-I-..,,,-,-'4,��,..-..,.,---,�,-.....-.-�-...—���,-�E,,,,-�I.I-.-�,.,',,.---,i�-.--­1--..,,,,-,,.�,,-,,.��" 1,: Y - .. .. .. .: .. ..- .. _ �a-.��I,.-N:,��QN w—K.­.�..-,.�,,l,:,.-N-.�7I���.,-II-:.,I .. :.F .. .. .. - :-..c ;-- .. '�,��..,�,.-�-�.ZZ.3Q�,.:.�:,,,�,.�-: ,,-"---,.7,.�1,-,7 V.�,---­...-I-...I�7..���I..�i-.,-.-�:.�,��..�.,,,.-,,-.��:.,I...—.;,��.4..­1�, ...... .. ,:. r..,: .. -ter. : .. ..•.. ....> :- -..,_[ .:'n - v. _...... .,.. .....-. ..n ,- _, e_.-.. - - Y. ��r_ y r. t3 v .. .- , :ts �. :. -... _ .. .: _ - .. --z - 1. ...... ...is s. _.h - - .. z, .-.. , N-._ f - �r - ? �> G r._ .- - - - - - -.r..., ,.,. -: �' Y Wit. - . . r.v:,p .., ._ --Y..�-.... x .r. _ ..r- i f d .. ,.... .. . �/ .. 1� } ,-: 1. :e .. : ... -, .-. .:a.:. - .:h.. E. :. - P . R x_ r P - F ;._ _ V P . T , _, : . _:. .. {._LL ._�. E o. ,..;, . , . m // - ' ,. a _,. _: A Y _-,. _ , , ,�a w .-..,-. -._. y.- i a .. --. , C -.. 1- .y4 .. ?i,-y O,v i 29 q. Y c " R xZ ! E ,.. . . a s ° y . . O 2 .p :. - - . )� Y f �i� 2 µ� . ^ r j x tw % r N/I s r+ y 4 pr - r `�� � . s �P r• . x _ r; . X X 4 4 :, s°,9A`'ri N N O° r .._ _ 3 ��Yh k b �6 ..- V ;. _ 5 k # ; EXISTING BUILDING 4 3�i z . �, - ° �'� ..:: _ i1 . N/F NICHOLAS FRANCD. TRS. vZ FRANCD FAM_(`L Y NOMINEE TRUST o . - -s S k_.y'� ems.., - \ l M xh `Ir _' V V Ll A,. _ a spa (\'�� J� - - J -7 =Y.may Jy-�JT Ste". -4.. A\ - `f r - ... ' . Ak , _ N F '. �, / r :M .u'Y- 6 U (STING BUILDINGti � .� t� i4hs^ EX - � o . _ . *- _ v _ . .. . s a =s x ..�1 4 7 0 . q. - �.,r�' _ r a = w r o• . .: .�„ �.ti° ,:. �'.,. . .::'-_ i;' •t- +V 4 Y .:i :a..' =i->r1 +nr ?.. .�v^. 39r. .! M .: :.:ri.. —3:: '>: -_" a .'Kryiq.`.-.:' :rs r ,.y. ...,�.,. ,e,:'c+ r :.,z. :,. .�..-., k - r. a:.F r,, ,w _ ya._•. 1«.-,_ .. �� r 6 .... „ 4:. .fit ,t. _ . M..__,. r _ ,_ ._ v . -, 5 t , s... :>, ,. -. r.: - :..,n .+.k., .. ?.3...t.... Y'� .i ,�.fir, - - jp} CU �. �__ ram, _. W-.... POSED ,., w. . .,_ PRO_ _ . v._ a ,... ,, . a . t a:.. c f, 0. _rn Ti £ __... e% i"F v: ,,. r ,- ... _:- .. t r r _ ,. �. v, . _ ._ .. _, _ r,r .;,, _ _: �_ 0.: _ �,__ _ r r_ ».. �- -. r. ..n .. ...,.-.t..., ._. - -..--i_., -nc_.r -. 9e. ..,^.. .,-.f _. C - - i -'wS $'4'!'' . - ...,. .. .. _x 'r .. � r �,g y�� w - w ...:..n4.-::_ . ry . .. :: %. ,k�3. L+. . ...•n .ems. "f .-�.,. u+:rw, .. n d..I. ,r .. X' .3..... .. ...n_ t ..Y_ _ .XL >. e.. ,5�"`x..`r:..- si..J? ../N ..//�� .�. .a�Y. 9.. 1 -w ... - '*"`*"'. - f 5.:_-. ..... a ..x x. t _->_ ..�.. r._. .,_.4}-.:,-. --. f^.. ,! �,y... •.�. J-. _ t. _r +� .. _ .. 9 ""� _ e,_ _. a... - r I:TrD .. .. , r..< .uv.2. -.-Fe ,., nssK.. #+ ...n.,tti .ate .. .r ,._r .. .. .. .- TE. .t i �, <t'`..o. ��-V.�'nc �Ne:4:. :�v �'M.te�- _ .. -f'f"c^-".-- _ �.... _ ' - - L S: _ . r. _ :..:, A_ �.. , __� , _ WEL , a., ,.._ . . . . -- r .,� . r Y. r=. j 1�� � ` -. .....M .�_ .-N ,.. .. E : 'fit _ 'dq"' _ _ .. ... v... ...-.. t...... i 4''+A t. n :. .. �.z__ .. . , .. .. G. �r_ _ . ..,.-. ..„,. �, a _ . a _ <,r u.-.. .:. - 3, ,. ,.. ,- - 1 s -.. at ., >., .. -, - .. J{.. r:v... -l I' t, .:ys u. f < 'axq,. xY.Y:a , '" -e... ..- _ - .., .-.: - : _ ss^yF i:.: .�._ - _ __ . _tl - rti _ . c,, . f : �` .. . . eP� [& . h�`* ", N N/F DAN I EL QP CTF. I' I-, . . - � . b . .. . . I ,,g — . . .r1 . II - I : � . . . . I I . \ . . .. .. rv.:.. ,,:: ,I - ...._ .. CD W z 0 N ma�uxrouer«am-ww�-�.�rvcam, - 0 00 N arc c o W 0� 0 f& Locu a Q Route 28 W LOT 135 �a oCO \ 272 272-36 RTH TR BRIANA D. LACKENBY qa oI 0A C.B. fn d. W 1� PEN t/? LOCUS MAP 8� 63, 57�29'4 !O S ACE ° E 14 .0O, U��- SCALE 1"=2000'f P CEL A `583� l.P. d. BRIDG PANAREL ASSESSORS MAP 272 PARCEL 25-A THRU 25-T 1 ,2 5p'00 N 772940h 272-33 LOCUS IS WITHIN FEMA FLOOD ZONE X W ELSEBETH M ROWAAN (AREA OF MINIMAL FLOOD HAZARD) AS cV �� SHOWN ON COMMUNITY PANEL #25001CO566J ,dam \� .� FIRE 120 DATED 7/16/2014 LOT 54 ^ �3, / se ' WATER j �„9'40" ROBE J. RAMOS = \�G cE TOQD STANDA S OWNER OF RECORD E M lssl LIVING INDEPENDENTLY FOREVER, INC. o4\ S f \M 550 LINCOLN ROAD EXTENSION _/` e\ HYANNIS, MA 02601 N // 64 65 5 ' �/ PROPOSED 5r REFERENCES 9 (0) �G � � 4 UNIT o / �'� �� a' BUILDING F DEED BOOK 8452 PAGE 112 \�L C.0. AH2 PLAN BOOK 530 PAGE 39 �/ PHASE 6 1 �1 ILK RE DRIVE 2s 4O w S T.O.FND. EL / ZONING SUMMARY P� �� \O� 65.5 pp ROOF DRYWELL 272 102 (50 WIDE-PRIVATE) 3 OF �1 / G�� / N PROPOSED SET IN CLEAN L W & ARI A A SMH 1 ` s o N ITEp R\ _ O QJG PsGc, INV. 63.7' SAND LAYER STOR ZONING DISTRICT: RC-1 RESIDENTIAL DISTRICT INV. 59.8 \ 50 AIM PARCEL B MIN. LOT SIZE 43,560 S.F. SEE PG 530 PG 39 �N MIN. LOT FRONTAGE 125 ER M �� `- �� �� FOR EXACT BUILDING MIN. FRONT SETBACK 30' C.B. fn s 200, w ws3 4S P // �� �l LOCATIONS ON MIN. SIDE SETBACK 15' S 7 E s PARCEL B MIN. REAR SETBACK 15' s INV. 6 't MAX. BUILDING HEIGHT 30' L- NEW SAH ` SITE IS LOCATED WITHIN > t _ �-+is� \ GP OVERLAY DISTRICT s BUILDING D �� / 1 272-101 ANDREW & U N H y L \ma MCEAC ERN PARKING CALCULATIONS: 1Ir 1 s �� SMH 2 , EXISTING: INV. 61.1 N 20 UNITS 30 SPACES I BUILDING C PROPOSED:I Ill s s s 1.5 SPACES/ DWELLING UNIT h- ll 1 Ir IN s s\ 1 VISITOR/ 10 REQUIRED SPACES 11 I s s 1 SPACES/ 300 SF OFFICE SPACE 24 UNITS x 1.5 = 36 SPACES s N s VISITORS = 4 SPACES � 2200SF OFFICE/300 = 8 SPACES 64 � � TOTAL = 48 SPACES 272-201 o J s I I PROPOSED 32 SPACES STEVEN HORNE E L RS ---- r-ES ly �----r----I---� I s 1 / II � 272-100 - I L---_I____I I / ,� NORMA WHITNEY EXISTING PARKING ADEQUATE DUE TO SPECIAL USE I s OFFICE / - o f BUILDING B I / "' N o I I I s L---- — '-- _ _ AREA CALCULATIONS: cn TOTAL LOT AREA = 173,852f! Sr— IMPERVIOUS\T, , AREA = 58,000± SF = 33% < 50% MAX. \ \ I I NATURAL AREA = 55,900t SF = 32% > 30% MIN. L_J CONNECT TO EXIS \\ \ SEWER LINE S ATI �--A \�1\n C.O. INV. NOTES \ BUILDING A 72-31 �\ \ L M 1. VERTICAL DATUM Is NAVD88 65 \ 2. MUNICIPAL WATER IS AVAILABLE \\ �� \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1 \ \ \ N\ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 61 \ L \C.0 TO BE AASHO H-22 5. PIPE JOINTS TO BE MADE WATERTIGHT. TENNIS COURTIx Z 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH . O ro > 0 62 310 CMR 15.000 (TITLE 5) AND TOWN OF BARNSTABLE 6 `6k7 coo R BLEAN LLSEWER REGULATIONS AS AMENDED TO PRESENT. 61 �' QWX ' 2' NE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO OPO a4Hi SE IN BE USED FOR LOT LINE STAKING OR ANY OTHER INV ".12' — SA D LAYER PURPOSE. l 57 TENNIS COURT _ m k hC•0. / 8. PIPE FOR SEWER SYSTEM TO SDR35 PVC 6" DIA. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED P P ED z WITHOUT INSPECTION BY TOWN OF BARNSTABLE DPW. m 4 U IT u B DING G / 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE APPROX. �0 272-95 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 59 60 6 U.G. E HASE 5 / STANLEY R Y Y WONG PRIOR TO COMMENCEMENT OF WORK. EASEMENT T.O. EL 65.4 72-6 O.Q 3,827f SF FFL . EL. 65.s ' \ '�W �;� 11. PROVIDE RIGID FOAM 2 WIDE OR EQUAL OVER SEWER AL B T 20 N >>�On W / W� PIPE. DE AIL IN TREE SET _ RAINA(3 �_, AT 65.4 NEW FIRE `Y 59 0. BM WATER LINE, WA ETER SERVICE TO ENT N >>'I '50,. W OVER 62.4 DE1 h io'5 STANDARDS 272- 4 N PATRICIA BAIRD 77'10'S0„ W ' / 272-94 272-181 GLACYR T GILBERTO S ? DON A M E ARROS SERRA �W Z� ;; AUGER HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 DATE: 2/19/2016 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS SITE PLAN o» E6 0n 4 ELEV 65 . PHASE 5 & 6 _ O/A OF LAND IN 4„ FILL LS A 51* 10YR 4/2 HYANNIS, MA LS 10YR 4/2 B 12" LS 550 LINCOLN RD. EXT. B 24" 10YR 5/6 63' LS PREPARED FOR 30" 10YR 5/6 58.5' LIVING INDEPENDENTLY FOREVER,c INC. I SIEVE DATE: JAN. 28, 2016 MS & GRAVEL REV.: MARCH 14, 2016 (AUGER HOLES) SIEVE C REV.: 1/13/17 ADJUST BLDG G TOF, WALKS MS 10YR 7/4 10YR 7/4 L(N OF yqs jNOF gssq SCaIe:1"= 30' kA sq � c DA NI EL �o DANIELA, ti� A s� 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 OJALA OJAi�4 CIVIL downcope.com No.46502 o No.40380 72 55 60 60 c� LI �. STER E S\ own cope engineering, inc. NO GROUNDWATER ENCOUNTERED (- \3_�—� Fss NAB ENG� °S. ��� I civil engineer's land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DCE > 4- 14® YARMOUTHPORT MA 02675 #