Loading...
HomeMy WebLinkAbout0756 BEARSE'S WAY ACTIVE Town of Barnstable 'ME Regulatory Services CF Tp� 1% Thomas F.Geiler,Director Building Division WWSMLE, « MASS. $ Tom Perry,Building Commissioner i6;9. �� Ar.6 Mp`l A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: o g l 2 4� 0� Name: UA N F_ 5 6R o m E y Phone#: _ a $ J- / O Z4 o; Address: 46 1/ 4 Village: yd91tIA"1 NameofBusiness: rLo(z16A G,oAlg 7W V 7Ti 40/f/ Type of Business: o,v 5 / d GTi N Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. ' • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. , • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have d agree with the above restrictions for my home occupation I am registering. Applicant: Date: 0 z 12A IeOq Homeoc.doc Rev.5/30/03 M �i � e � 5. Construction plans-one complete set of full si dimensionalized must be submitted with the buil either an architect or an engineer.. NOTE: The applicant must also submit a set of review. The application package will not be a( Department. 6. The following departments,located at 200 Main Engineering Department Health Department Tax Collector Conservation Department Planning Department Treasurer 7. Workers Compensation Insurance Affidavit 8. Construction Supervisor's License-A copy o Note: Construction Supervisor's license hold building or an . addition(regardless of size) 35,000 cubic feet. In that case,the applicatioi documents as indicated in 780 CMR sections 9. Performance Bond($4.00 per foot of road fror 10. Permit fee. Must be paid when application paca Barnstable. Q:forms:CNEW TO ALL NEW B SINESS OWNERS DATE: �O ,- Fill in please: ! APPLICANT'S , `: YOUR NAME: �I �A N F- 6 � C�c ME 5 BUSINESS YOUR HOME ADDRESS: 4516 f,3_„4959 ti GV�Y t TELEPHONE Tel hone Number Home NAME OF NEW BUSINESS '091 P/l 1V.5 J UGTi 01V TYPE OF BUSINESS je5oAIti rg&7- ry/U IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building division? YES= NO ADDRESS OF BUSINESS /1 6 F A MAP/PARCEL'NU;MBER 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. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. —(corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSIONER'S OFFICE This individual has been infor f any permit requirements that pertain to this type of business. Authorized Si nature** COMMENTS: O rt-'r 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature" COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) , This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. oFtHE r Town of Barnstable do Regulatory Services • Y Y s MASS.�' " Thomas F.Geiler,Director Y MASS. g � �p i63q. �0 tF039.,A Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 21, 2000 Bearses Way Realty Trust Jack Carter, Trustee 1020 Iyanough Road Hyannis,Ma. 02601 Re: 756 Bearses Way, Hyannis(R294-044) Dear Mr. Carter; It has come to my attention that this project(SPR 111-99) is not in compliance with the Site Plan Review approval granted on 12/30/99. The following is list of items to be installed or submitted in accordance with the original approval: • A lighting plan shall be submitted to the Planning Department. • The interior islands and asphalt drive shall be constructed in accordance with the approved plan.. • A section of stockade fence shall be installed on the west side of the property(facing the residential units) It should be noted that the site inspector did not have access and therefore was unable to check the drainage basin as indicated on the plan. In addition to the deficiencies listed above,be advised that the two layers of razor wire installed along the chain link fence and the barbed wire on top is not approved nor allowed. This must be removed immediately. Please contact this office for a reinspection as soon as you are in compliance with all conditions. Your anticipated cooperation is greatly appreciated. Should you have any questions please do not hesitate to call. Sincerely, Ralph Crossen Building Commissioner °FTC r Town of Barnstable Regulatory Services 9inxxast.eMAM � Thomas F.Geiler,Director �prE p 3�p�� Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 , :, Fax: 508-790-6230 August 25,2000 Inspection Report Re: Jack Carter parking Lot project R294-044) SPR 111-99,756 Bearses Way,Hyannis I met with Jack Carter and Charles Conner(Bay Colony)yesterday and walked the perimeter of the site at the request of the Building Commissioner. The purpose of this visit was to render an assessment of the general character and condition of the parking lot. Concern was issued regarding the installation of razor and barbed wire. The applicant argued that the lot had been consistently violated;many vehicles had been stolen and/or vandalized. There is a residential community abutting this property and apparently some known perpetrators reside in this complex. The barbed wire and razor wire were installed as a result of these increased and successful violations. The BPD was also consulted regarding prevention methods. I advised the applicant that TOB strives to maintain a village atmosphere although we would not encourage or endorse any solution that would cause increased financial risk to the applicant. After some discussion the following recommendations were agreed to by both parties. The applicant shall remove the barbed wire from the top of the fence along Bearses Way only. In the event that increased security breeches occur,the applicant may re-install with the barbed wire turned inward. The applicant shall install 12 forsythias along the outside of the fence on Bearses Way. This will camouflage the razor wire(which is installed inside the fence half way up). 9 plants are to be installed to the left of the gate and 3 on the right. Four arborvitae shall be installed along the section of fence abutting the tennis court. This is for screening purposes only. The remainder of the west perimeter is heavily vegetated on the other side of the fence. In the event that this vegetation is eliminated,the applicant shall provide adequate screening. This area appeared to house a pump house/generator building for the condo complex and is not expected to be disturbed. Site Plan Review approval required a paved entrance.This has not been completed. The entrance shall remain status quo until such time that the TOB has completed the installation of the sewer line. Subsequent to that,the applicant shall confer with this office regarding the paving and any other change. The lighting requirement(submit a schedule to Planning)is waived since there is adequate lighting from a pole on Bearses Way and this lot is adjacent to a residential community. The applicant agreed to advise SPR in the event that more lighting would be deemed necessary. Mr. Carter shall contact this office for re-inspection. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map q4 "Parcel #q n. Permit# Health Division 19- 1 Zw1 6NO .W.-kil Date Issued n QCConservation,Division � 7 �� Fee cLd Tax Collector s 6" 0X11 - Treasurer ? = ire 01C / SEPTIC SYSTEM AU INSTALLED IN El ST BE Planning Dept. ' n MP(�CE Date Definitive Plan Approved by Planning Board 1 ENI/IRQ TITLE 5 TOWN CODE AND . Historic-OKH Preservation/Hyannis N REGUL.ATIQPJ$ Project Street Address eA,?,5C,,S 'i _ 7ti� GfJA�.1 Village AA)AJ1, Owner ,&A2,S'Z U f m/K1 1641-" 7�u,S�z Address /O20 ;Telephone .5b�- 775=/�3d Permit Request o?/QD ely-0 67D%f/G,A_- ,61Z11 91;Q G Square feet: 1st floor: existing LL proposed o?/DO 2nd floor: existing © proposed 0 Total new o2,166 Valuation 39, 000 Zoning District ,C3 Flood Plain Groundwater Overlay —) Construction Type MoA 01407,, Lot Size ,?le, �70 Grandfathered: ❑Yes Cho If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure N Historic House: ❑Yes Flo On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other /NONE - a/}6 Basement Finished Area(sq.ft.) kl,� Basement Unfinished Area(sq.ft) AJ . Number of Baths: Full: existing new O Half:existing new 6 Number of Bedrooms: existing new D Total Room Count(not including baths): existing 0 —new 6 First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other /V 0/UC Central Air: ❑Yes 2 o_ Fireplaces: Existing 6 New Existing wood/coal stove: ❑Yes Flo Detached garage:❑existing ❑new size 104 Pool:❑existing 0 new size Barn:❑existing ❑new size A11W Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial i Yes ❑ No If yes, site plan review# Current Use Proposed Use STD/1ilGE BUILDER INFORMATION Name nORmy 1,3&,&CJiiu6j Telephone Number Address /D License# 9 y Home Improvement Contractor# .-fW �-,27/�'" Worker's Compensation# 4Teel- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /.2,/&Za/ f FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED F # MAP/PARCEL NO. i ADDRESS VILLAGE ° OWNER r. DATE OF INSPECTION: f r P . l FOUNDATION v. FRAME m INSULATION _ r FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL. GAS: ROUGH FINAL ` ,t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. fn F r Town of Barnstable Regulatory Services BARNSrABMAM LE ' Thomas F.Geiler,Director 9�i0rED 39. s � Building Division Peter F.DiMatteo. Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 December 6, 2001 Jack Carter Hyannis Toyota Route 132 Hyannis,MA 02601 Re: SPR 085-01, 753 Hearses Way,Hyannis (R294-044) Proposal: Construct 2,100 sf cold storage building Dear Mr. Carter: Please be advised that this application was approved at the Site Plan Review meeting on December 6, 2001 with the following condition:. The applicant shall post the prohibited uses in accordance with language in the Ground Water Protection overlay district. Lighting provisions shall not impede the traffic nor shall it adversely effect the residential area. cerely, Ro ni C. Giangregorio Site Plan Review Coordinator 9.4e -6 T,I 0/ Board of Building Regulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 08/22/1946 Number: CS O44694 Expires:08/22/2002 Restricted To: 00 GEOFREY F BRUNSON - 1 MOQUIN DR MIDDLEBORO, MA 02346 Tr.no: 666 Keep top for receipt and change of address notification. BOARD OF BUILDING REGULATIONS i 00-35,000 d enclosed space License: CONSTRUCTION SUPERVISOR (MGL CA 12 S.60L) 1A-Masonry only l • Number: CS 044694 1G-1&2 Fan y Homes Blrthdate_08/22/7 946 Failure to possess a current edition of the Massachusetts State Building Code Expires:08/22/2002 Tr.no: 666 is cause for revocation of this license. Restricted To:. 00 . GEOFREY F BRUNSON 1 MOQUIN DR MIDDLEBORO, MA 02346 Administrator DIG SAFE CALL CENTER: (888)344-7233 1 QUITCLAIM DEED 1, MARSHA L.GLADSTONE(f/k/a MARSHA L.LEVITT),of 50 Thistle Drive,Centerville,MA 02632, for consideration paid in the sum of Two Hundred Thousand and no/100 Dollars ($200,000.00), grant to FRANCIS R. RUSSELL, Trustee, BEARSE'S WAY REALTY TRUST u/d/t dated March 27, 2000, and recorded herewith, of 1020 lyanough Road, Hyannis, MA 02601, with QUITCLAIM COVENANTS,that certain parcel of land,together with all structures thereon situated in Barnstable (Hyannis), Barnstable County, Massachusetts, and more particularly described as follows: I ` Beginning at a point on the Easterly side of Bearse's Way, a public way in the Town of Barnstable; Thence North 7° 56'00" East by land now or formerly of Paul M. Swift, thirty-one and 11/100 (31.11) feet to a cement bound; Thence continuing in the same course one hundred twenty-two and 50/100(122.50) feet to a marble bound; Thence South 75° 51'15" East by land foremerly of Ernest F.Bradford,two hundred eighty- three and 28/100 (283.28) feet to a cement bound; c _ x Thence South 55° 45'30" West by Lot 2 as shown on said plan recorded in Plan Book 149, Page 139, there hundred eleven and 41/100 (311.41) feet to the Easterly side of Bearse's Way; N Thence North 22° 37'00"West by said Easterly side of Bearse's Way one hundred(100)feet a) to the point of beginning. p Said parcel contains 36,970 square feet,more or less,and is shown and delineated on a plan Ln entitled "Plan of Lots of John A. Lemos in Barnstable Hyannis" dated July 16, 1959 drawn by Newell B. Snow, R.L.S. Town of Buzzards Bay, mass. which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 149, Page 139 and said lot is shown thereon as LOT 1. Subject to all rights, restrictions and easements of record. Subject to a Mortgage dated October 4, 1974,and recorded in the Barnstable County Registry of Deeds in Book 2106, Page 133. For Grantor's title,see Deed recorded with the Barnstable County Registry of Deeds in Book 2106, Page 131. IN WITNESS WHEREOF the hand and seal of the undersigned this 4 day of March, 2000. Marsha L. Gladstone(f/k/a Marsha L. Levitt) COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. March g , 2000 Then personally appeared the above-named MARSHA L.GLADSTONE,personally known unto me to be duly authorized and acknowledged the foregoing instrument to be her free act and deed, before me, N tary Public My Commission Expires: L— G- 14-2r�tcsc� G (n C KAGladstone II&M\Carter&Ilarmon.Sale-Rcs\Quilclaim Dccd.wpd • C . ro ro 3 ro N to ro v m Ln r I� The.Commonwe s of Massachusetts =s— Department of Industrial Accidents >d ==- 0!ilcr alla�stlg8tloas 600 Washington Street Boston,Mass. OZIII Workers' Cam ensation Insurance Affidavit name, ,rIAJr/"1 location_I qr_� 10 citv �1�i�w�s lM - D (� ( ohane# ❑ I am a homeowner performing all work mysef£ ❑ I am a sole uroarietor and have no one woriana in anv cavic itr ❑ I am as employer providing workers' compensation for my employees wozidag en this job. •.. :.::::::..:.::.. ..:, i•:...•.,,......:;:•;••,?.:{<{:v,...••:.:i:-.v:.v. .::.?.:{•}:::... :•.:v.::....:h;v}v:.>;.h.;{];:{;:i}:•}i s4}:::. ..v::J.i:::::':.:tv.}:::{x:.::::.::::y?;:::{?:i.:.:.:.::,. - comoaev name.: ...; .... .::.-. .,v...... ...:•.:. ..:-:::.:.::... ....:........... ... ........... rr......... , .......y, .. ..::v:.v:.v.•x........ .?.,..:.:y.;:•.:::Xhv.•}:{•iii:4}!:•:m}}::{4:v::�i•i:•i' ..:•.:......................................... ................. ....................::•::..;....;..... ..:,.ca..:....._.:....'.4.:..,..:.ar....,,......,.a4t.vw�.hauh......... ::.ao}.::}{.,�. .. .... ... ................. ............ ...:y}:is�::.:,•}i}.. .........r.•y}}+hr{Av.vw.ti:'y.:{ri{{•:{{'Y?4}}•:ti�i:{ti•: ...::vv• . ah,.,...............,:.�::.. ..:..:: .. ......... .:,. :•:•.�.:, x..:.:.%.h:::•.�:V:.,::.h:y.v::.,Q�lOQQ.�.rn.:},:;y:{;":::jr;::;�?::?}'•.,:.<:ha,..:•.,.,..w:::.:v.}}:; i::'v'^'�3':::`::�rtt:g:>:::�. ...... v .{tiY.a:^>:{.:?::ii:J:}}:::.r••yyy.;..;{41.:x::v. •?i}:•:•:iJ.v:{?i{bi}:!•j:{v:?i{;:;}i:6�<': .\..... ..%.tom]..Y........ •::•:••-v.v:::....v.....:.:...... ............................... ......: ixnv.x......,. ..v1.nv r..x.r.. .-... lnsttrsrrce r' ❑ I am a sole proprietor,general contractor, or homeowner(ezr�e one)and have hired the connactors fisted below wi have the following workers easation p oitces. .}}::{{;}}}:�::i t�•{:::JI - X,..........:. ......:.:' ::.�.`..}:� ..;..........;.....:.:,-,t}:r:.};:}:.};•;.{}i}:�ii{4:t:::}:i{::::r::'}';:y;i:;}:r:`::::�i�i�<::i:;::{•::{;::?:;i:;'i: cum am►name- .. ... ... .. .. ...... INN ..:v..•• v:h:v.:..... :::.:i:ti?a.;an;,;....rv::v::::^>;;....•.vvw;.v �M4v.,{:K;.�K'':• �,M�rh•.4'{;,�,,x:::::.••.v.•. •n:>:v"•` ' v:.�......;.:;.....::v.v:vim :. •.:.v .}•:.. .y....v..r.:' ..: :. .•�It.. :.:fA�•u. imarartt:tr.ea.. i .... ..� .....� . ..... . ......................... ...... oliev# 'N::.. --------------------- ...............:.:.......va:•:::.v.......................:•:::.,:•:•:::::..:::::�:.�• ..:::: :•. .. r.rvr.•. N• .... .....+:r?::;"�:v ....v..{4wv-?C<{ti;4;v\s:>,...,..:--.r.:.:.:.:..........,;.. ....... ............ ....................n............... ........................... .nn„7•.:.. - ,•how:... .v x.:v:L4 }..v.::{.x{2::}{i�•:{•}>:.y-::vv.:...::.. .......................n..-::.:..vv........................-::}................................ ..... .vv.• .. .n .f 47>..'..v• x-K}vnvi•}>}}:}`i}:i n;ti::.yiY::::v.�. ..........:::::.......+,....•.....................................:v::r...............................,:•Yh ..-..a.:.n...,,•r.•,::.. h. .. ,�,.p(.,,v;:....n: ..::.x.rr:..rv.,..n:::• ............... .. ... ............................... .............................. �••.v:%iC{j^C• vY•..�vN`•:•:»::{ti4::v::::vyh:ti•}:.'•�+K,?,rtitiyitiiisii•Yf{y'v:yyi�}::i;::}:.}::::::.{Ji:i>?>�. ...... ...:...ra4.....`K.+tarp?•'.4"•rRix,•>hfifctacwxa{!N4�ax4 .... .r.....>!•>..:...:.:J.ow.}.ys.,a:..•7.?r'.c.?-?:'+�•L::•:;•}>:•u..,••}::}:::•}.?::•:•}::•}}.�.:-:;.:.,;.;:::. .........:.......:................. ........... ...........:.......................-::...........,............ .....}..,:::?.:...5}.ar.v ...,.......•,4.r.........•:.v..%::::.'. .,a ••„-,•,44�.,,•,•.:.':... .... .................:............................ ........... .....::............ ............ ....................n..{.... -.v+v• ;M4•,{{rr{r,.}}•...r*{:h:i'::.::y.}..J.}.�i.-K•w,:i::j:::?`.-::: ............................. ...... ........... .....:::•::•:.-.�.v::.w:::.vv.rxtivw. .h. J.\.n.. ..4v�wtvJw M.. .:...�..\.....n{,•rA,{ :K$j:,1Cv::�?��ii?�S.tinCv:%:iriii::::w::aC?:�:.w'���: ........:... .. .. ..... ...................v�>y:;,.,nv�nw. ..... ........ .. ...:...:::••v:•.. .... ...n..v.n.... m•w::x v::::w.v .'4vVK•ii•}}Y.-•{.:rra:ii:�:}y:ii'•:nrr..'•:i{v:•w:Ji}}:4}:!�iy{'t�r'�-?:{?:}}iiiiii:�:::�:�::� .... ... .....:- ... ..... ...r.;{ }�:.n•,.:•.v.:::..r.},v,{{.}v};•..w}}:a:?>.•:{v:vv.--•r�-'.�C?L�}}'.;}+.KY.;!!•�:{•i}kv,•}�-n>•{fi.•;S{<�4{}},v,.}:}}w::{??}•.wr}}:.}.;??.}}.;..v;�.:i�?{-:=:o:•::<�- ....... .................... ..... �:.:r.:i::...., v:.::::....:?::;•.,..- :..vv ::.4h{:•7t;'•.4vv:}::::Sv,,.:., :;::.;{-:•:;...'.{........:•.......... . -��.:............:v:::::�.�.:.. .:::::.............. ...... :..�:.::':..;:;..:::................. ..::.v...;.. :.v•::r-w.::v:.vr. •.vhh}'9'v}:r}}•.:}•.}i:•:??•:}i}:•'.y:•:•<}roof}:(i:?:ii>i?:'??::�>. i. ...:. ...:::•:::........ ............................... ..:..:.,.;....:..:::;;:{{:•::-::v.v:::vx........:-,•.M•?S:w::w;:}>:?{•;?.:{.;{:?. K::y:•y:::.v:?;{y:ii::{t:?i:•'-y::ih}:}:�ii??}:::iii:}:;::.:;.::4;r}:{b:viii:;:�:;:jam?t`::. .,v....::.:v:•.,:::... .....m.v:.v.,.:..•. .. arOh:a:.vv{,+.rvh K....n.:.........r.r...... .•T.,v:?::.v::.�.. ...... ... ......... ....................}.........v..�v.:.. ..... ti"v::r.::•.v• .......... ............. .......... ................. ........................................ : ...............v;}}:}::{?Aw:.v:r....•tf....!C•.. .<-0P:•:4k{r>:{{:::.:}:?.}}}}};.}:?�}:?4}:•}:r:{{r•.�...........v........ ........:::::v......•:•.w;:;w:.,rx.r:......................x......•;x-........... .. .................. ......,:?+.::�::::::.w.:v::.vv.,wwvw.,vv}:•;vX•ii•?ii'{iG>XO.•.+4.:y}:{•y..K:.v?{{•vi::'�-:.....:::Y{:r.�h..r{•::.::{{•}}}..'.......n.... .a:•}}}}}}i:•.v.�iii}::;:vyv.:.:;; ... ..:..................... ...........:::::i:p.•:::::::::::::::.v::.v;..:..:::r:....• -......, x.yn:n;. ....-........ ... w:{::{v{{•\{v:{i•" YOi•"•k{....v •::::;>':.�{?•.:;.>::.,.:...:,.:...::::::,.}:?...........................::..,•...... .+w✓.�?a»nraLxn,..: a}r,Y,. ro>:a}A•f.....{...,..... ..+�i»�ocgct;:::aqc:::�..,--,.a...:x3.-::.:iu�.:w}i}::�:;;�ir.%:-::`:.. FaOM to secure coverage as required under Section ZSA of MQ.1S2 on lead to the impaiffoa<of at®od pmabSn of a Bne up to SUMM00 s uAiar one years,lmprisonmmt as wea as dvII penalties in the form of a STOP WOGS ORDER and a tins of S100.00 a day against me. I tmdernmd that a copy of this statement may be forwarded to the OIDce of Yavesttgations m the DIA for coverage ved otion. r do hrrr3y rtrtdrr the pabtr sad pnttrltier ofPerjrrry the the injonmiort pravidrd aLovr it trrr/turd correct Signature. Daft: C)a Print w S ©� > a�s�� otSdal ANN— use only do not write in this area to be completed by dry or town olndal dty or town: permimc ense o J OBu0ftg Department QLlcenung Board ❑che&ifimmediate response is required ❑selecanea's Otffce ❑gnith Department contact person: phone!/; ❑Other uew.a 9193 P1AJ 1 1 1 1 1 1 1 1 11 1 I • �„ 1 • • •II • I MITI• • • • • • � • • �1 •111•Mt •1• •It • • • • -• • •1/t / .11 � � � •.1.11�• •.1 •11 1/ I - • 1• / /••�/ •/• •t11 • • 1/11• • • • • III • t • • • •1•�• / 11 Is @ likim•�:b qvfb4#Atb • •« .1• •It • •• .1• •11 • • t-1 J: :Itl• • / • • • //• • • • ' • 11 ' :1•J: ' _• U • 111 .1.1 - • •U / 11 • It • / by • .w-1•Ir.1• ti • • vr. _• eel a) •k" • / �« • • • I• •« to •11 • • /-61 •.: .IIIH • �IHI• • 1• • -./•n • �,..� • • A /v • •' / • • • w11 ' 1• 1 11 • 1• 11 •1 / •11 111 _ •U .1 •11 ti•1♦ .11 I 1k,"I 11824 Y •.., 11�1 �11/ •1 II •««11•.111 • U - • • I 11 • /• • •• •�1 I• :1•/1• • • •11 1• / • II IIIItiI .11 r «•11 • / «• •II •1 • .11 IL1.1iol I. •11 1 «I • I II 1 •I • •I• /• •1 •11•• •1 • • I • • • • {.1/.III /�1 I• / I / • /�W.11 V • I «1 �II11/ • ' II�•11 / •_ti11_• /• • .11 �1111• • �1 1 • �1 • •11 • Y.IIM 11 .1 -I ♦:1 1 1 .II 1 JI 1 : f 1 1 1 I 11 I r 1 1 I 1 1 • 11 1 1 1 1 1 + 1 11 1 / • I M 1 1 I 1 J. 1 1 1 11111 1 1 •1 1 1 1 1 r: 11 1 1 1 = , , , I • • / 1 1 r 1 1 11 1 : 1 1 11 - 11 1 1 1 ' . 11 1 / •11••11 I •�11/•-1 • •t•N••It • 1 • I• .11 • 1•. • • 1• •r. / • •1 Y •11 I I ..111.1 IUI• .11 «•III• M •) 1 - •.1 • •1• -1• • • • '•I•. IUI• • • •�••« •) «•IHI• .11 « '• 1/I /1 11 U•=11 « _• 111 �.Illw llw •) /11 «• •/• /N 1 •_wI • w�1•f _• • II r•H/• •H_ • ,1 II /1 •••1I.��Iw «•1/11•.1• V!1• •11 •• • • 1 «•1111• ../ 1 • «1_ ,�11 • /1 • •., /1 .1 .1• • ti 1• • II YI/IY.1• •I/ .11 • v I It • •11/1•or.,, ' 1✓•111 • a .I/ •lie]1 •III IIaI I •� fe,11' ' III rti •I• ✓,11 01 11 11•t11 r i ••• - Iw 11 Y. ' / •III • �• • • 1 • ./ •1•ti11 •1 1 •1/ Y••V. rM •Hllw /•1 r•II I I I I IIY,1• •11IFf lit 1IL-1 of r r• '�1•: •� 1 / 11 •1 VJI I / • 1 •• 1 ' 1 1 • I / ..••I If0 _•1b I• I MI •1 Rk 10 •• 1 1bII ./ II .1off ••:1■ •1/ 1.1 1 •.1••111 •1 �"• to r• •'+ .�• 1 1 // 1 •Y.• v1I�111 •i 1/ 11/ Y••V. «« •�•/lw 11 •II 1 • • 1 1 .II • I • •11 •J: •Il/ • / •1 • •I ►• 0:4 4, r•111 I_• -PM 1• • Y.111 •• ../ -1� i. . ' 1 «.1.•I. -., .11 . .1.111,_. w'J . 11 1 . ..1�•.1 1 . . ._. . .1 II . . .1.1.1 ••- • • • :ii • 11 II /1 w11 /1 / it r • 11 '.� / W1• •111. 1 - /• «•111 Y. « • • / w•Y.• •111 • // •1• • tall V • �' 11 /• •�1.11/1 «tit IIIIII 1•.I ' 11 Joi 1 I •k•t •k ' IA IIY. ► �I1H••_• • •••�1• / t1 II 11• • I••w .•• .11 • �I••�I/lw 1 I_w1 11✓. •• • I • •l: • •I/ • • • • It •11 • // • .11 r • • • «•• •./ ./• •It •11 • I• • • / •11 I 1� • •II •• /• t •t Y.1/ • •J rv, I • We_III ••1 w •I •1/ .•/ • v:•' I111/I •�1 1 1 11 11 1 I � 1 A I r.rMIT0,41""o1 I A 1 1 I I 1 1 1 1 1 1 1 I �1 a UNIVERSAL UNDERWRITERS INSURANCE COMPANY 7045 College Boulevard•Overland Park,Kansas 66211-1523 ® Account# 25076-00 Bond# 23.5762 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS,that we Hyannis Enterprises,Inc.dba Hyannis Toyota and Orleans Auto Sales as Principal,hereinafter called the Principal,and UNIVERSAL UNDERWRITERS INSURANCE COMPANY,a corporation organized and existing under the laws of the State of Kansas,having its principal place of business at Overland Park,Kansas,as Surety,hereinafter called the Surety,are held and firmly bound unto Town of Barnstable as Obligee,in the penal sum of $400(four hundred)Dollars,lawful money of the United States of America,for the payment of which,well and truly to be made,we bind ourselves,our heirs,administrators,executors,successors and assigns,jointly and severally,firmly by these presents. WHEREAS, the above named Principal has entered into a certain agreement with the above named Obligee dated the 18th day of December, 2001 which agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein for the purpose of explaining but not of varying or enlarging the obligation. Paving lot at 756 Bearse's Way, Hyannis, MA THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that if the above named Principal shall keep, do and perform, each and every, all and singular, the matters and things in said agreement set forth and specified to be by the said Principal kept, done and performed at the time and in the manner in said agreement specified, and shall pay over, make good and reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or default on the part of said Principal, then this obligation shall lie void; otherwise, to be and remain in full force and effect. PROVIDED, HOWEVER, this bond is executed by the Surety, upon the express condition that no right of action shall accrue upon or by reason hereof, to or for the use or benefit of any one other than the Obligee named herein; and the obligation of the Surety is and shall be construed strictly as one of the suretyship only. Signed'and'sealed,Nh 18a' day of December,2001. vo�.. .. _ (Seal) (Witness) (Title) UNIVERSAL UNDERWRITERS INSURANCE COMPANY \ (Surety) (Seal) / (Wit ess) B YV IV Robert M. Petrone P10940EX F19 7 If 15 1'10114 r I I it it I I.va 1 11 1)1 4.11:1 it it P;11.L. k;I llm I%4,6 2 11 POWER OP"ATFORNEY KNOW ALL MIA) IIY 111"I: Thal IIIU UNIVERSAL 1,11,I[XIMMIEUS INSURANCE COMPANY,a corpoialion existing 1111(jer the Ijvjs ::Llfo of Katisa,; wilh its Uxectilive Mices located in Overland Valk.Kansas,titles Ilewhy 110111imite,Collsliltite and appoint: kildt I Sloss )L 11,31 It's Ilair (arc IN I I K(.:I I I Itich:u'd,I. Bens Il.,,l,i. I.ImI-11 0.Ilati%wild 1.111 vailiv L.A I dice Dallcull V.Ili KM-4- %I. Home 1111111 F.lili'llial. Bunnell I...luhnsnn La I I 1 .1.INI-thril ('lifills 11 G.sil.m I. Its Im 11 It. I 11111%xv -livicid 1..11),I lirs I lived It.S111-:11,41 .1.Fl. It William K.Sill iligul .11 oldish I':101111all lilt. 11'.Ilnluiall lie i:111 I'vierstill IIIISSCH A.%%el sesnlan (.Ilill% Ga I y Heelers I A 1.Vels 1111t. Dace Whillic). jils.,11 -1:1111rd Nalilliall lilt)'III asl Dave Willcif 'I Illittlas C.klissill.clis little I'llilialls GI Cgtory We ightsvil K:11111CC11 Lalillillif Chris Reeves SICvC Willipliglill). And 1.1111d AIII).Itc)-illifils DIII(C zit-giliscirl. 11%title:11111 his fill'kiffireirys-ill-Fart Ivilli Illm-Cr:still atilliolily liel-Cily uIllilefiell to SiLit,seal and C%C4.111C else its hellall'.elforclivC%%ilh the flaic fol'isslialics:(11111is 11111il lC%seLcil.lisellds,111111ri lakiligs fir ophligaliolls litilifell in Imilic and as 111114111-s: Agrill Illsprulol Messer(INcw AlrNil-11).............S 150,11011 INIsfal). 11111011....................................................S 10,01111 It ill I title(IS(1114; Fees 111).................................S 1511,0011 ItClIlirstill Act-1111111 11111111(Califill-lihi)..............8 511,111111 Hill limids(Nun [MG I;Iillll).........................S 2511jillil 1)drulivC lit.I'llivigil Vehicle Tills:.......8 Vel feel masses.(I't-1111s'%1%allin illchilics I let Illealifill;1I*1 a%..............................................11 111,11110 labor:11111 1.stairs Lit).......I................. S I.111111,11on '1111slunclitill 140111% in C111111rcliflus M111 Named Official I11spCCIiqlll slatifill...............................S 2531011 Insisted's 111vielisrs,11taillieltance:11111 I)Csij..jj;1IC(I Agellf...........................................S 11111,11(111 ;flies alilms).................................................8 3110,01111 6 Itillil.Vehicle DeArs.................................S lull'ooll Vied Tax Hostels................................................S 25,0011 IN I 111(ol.Vehicle Dealer(110ml Only)...............S 50.0011 K11111141%vis 1111114IS(Washing(oll).......................S 10.000 "INInfill.Vehicle Dealer(INVvnila)....................5 50.1109 VC111CIC, It egisira I hill 1111111IS(011iforlda) S 5,0011 ollselor Vellide:Dealer(111ilillesill;l)...............S 511,11110 I'll."Secill ifirs 11111141 S 511.11011 INItifill.Vehicle Dealer(Nviv Mcsicu)............S.511.000 Allitistcl's 11411111 S 5,000 Vehicle DCAC1.(INI:11)1:11111)................S 75,111111 Sales I:ill;llll'c I'1111111311Y 1140,111( VISCIP11sili).....5 25,01111 'INIIIIsel Vellivir saicsilel still............................5 25.0110 1 V:t%'IllVllI..................................................5 25,000 Sales I u........................................................$2110,11110 Assill'ialillol 1111111IS...........................................%300,11110 Sales*1 ao,(Califill Ilia)....................................S 50,0011 Pliblic Official 11111141(Fr%as,)..........................S 150.1100 'In follor slalus also Immill ns a License&. I've inif 11111111 and Al for the aces 111'said Allies III.Ys ill-Facl,lisissilaell Its 111c.se porst'llis as v het else neediest:11111 4.1111111 1114.11. I his Pollees.44.1oliflo see).is sil"Ilt-Of;11141 Scaled under and If)-fill-:111111111 ify lit the 111114111ilig Irsollillifill:1111111led ItY.1114. 1141:11 it set Ifil vulless 411,111C FINIVIAIS\1. DIAMAIII I ERS INSIMANCE( OMPAINIV af;I sim-iin)!41111y called:11111 licill 4011 the 1-1111(h) set April,2111111. RESMAII.,A), that file C411 11411-alioll hereby exicolds lit sic of its sellifil.Officers, 11:11110%. C..1. GROSS, L. 1).JEFFIllf-'s, .1. 1'. MC -w AINIMIs, Ni. AICIIIIGII, At...1. III-AN, KAL S-1-JUI111:11.1i .1111111060, In v%rcille wliftell ifisl I'll 111ril is rml Irs-i I,,,! power (iraiiiii,ose), it, iiaiiiea iijaitiallms oil cvc'(,Iilc S11101, blends on isettaiffirthe c(i,pimilimislillict-1 fillisililwitill:is Ile:1111411111I.Scl loll-Ili ill the hislusillit-111. Thal file sigil:11111-C of any title 411,111C fill-egoilig selliol. 011ivess(at the and the allestilig sigiiaiiii.c of the sccs-ria,y.see. an Assklaill Scttelary of the 01111411-alioll alill the seal 161,111c.Col-11411-alioll Illay he fillisell Is.%•lacsi see i le fill:1113•lillives.lit':11forlic),granted 11111-selaill Ifithe Imcgilim-, I t 5,111161111 :still Ille Sigstatill C set fill-sees Clan)', v,ur:111 Assklalll Sees CHI y;11111 the seal of the Ctirporatitin Illay be allixed by facsimile Ile:lei% CCvIifiC;1IC tif%11(It Poore. AI),% such hiller for any Crifilicnic Merced lit-:1011" ally such I.'I-simile Sigliallell. :Ind 111C Seal Amll Ile valid and bijilling sees lilt- Usis-11401-:161111. I see flies 11101 c.all,v such Poll ru so vXmiled asset sealed and certified bY('cl filicall.sit r\vvIlIv1l allit sealed stifle respect (to any bond(of.lilleirl laldlig Ile It loich it is allarlird,U11111hilic Ill he valid and loilldilig fill the('Ill-pill alitill. IINI 11. C()1:.1 is. Im.it 11-1:its 1,.Nst I It.vx(-1: m 11,;0,V has va lescil Illese presents In lie co,cc lifell in its j1;I file a tell else ifs lit-liall t,sl t2r hrrelu nllixrd anus alword its If%-its flifirels Ifirut-1111111 dill) A 1 110 ju(i -1._ Ilis ill )day ef,-1 01)"211111). C C IINIV J-1( AI IINIHAMT I .Its I 'SURA N CE,COAIII,%N1j SEAL)SI: . st1po IC11�Sdch + 1'111 I I NN I IN _-Y/1 113), lit IwIml. list-sull\t1ilicl,a Nolal 1,1111lit ell else Sl:lli-asset aforesaid.tiger% t-11111filis,iloncil ;stiff Is- 'd I. sallied it, �'F :111 if See I C 1:11 y ill t IN I VE Its,%1. 1 IN 1)U It\VI I I I V'IlS I NS I I tA NC E, C(M I 1',\N Y, Ill seer lict,sil II;t it)- k 11 U%%it Io be the l bed 1 if and it-life I.v v c if I ell I If r 111 Cc Cili lig i 11 sf 1*11 ill r 111:;11141 They each:1 C 1;life%%IvlIgC1I life ex Celli ion 11 f I It C same;a lift living by In C 11111).See see.11 ie 111self (ICIIIISCII need said111:11 they I especlively bold the fillices ill said011-10411-alifill its fildicaled.111:11 Me seal alli.wed 10 [Ile 111-ccc(lifit! of IN is file Coll pier. C 11 fif said Corpses alioll,and 111:11 the said Cot 11111:11C Seal,afill Ilicir sigilaflives as such lillicers,were(loll)- alli%C11 and silkirlillcil its the ;101 limes"tsplAS4.41:1111 I a life Col title;if(, %y{L'�\<Av 1:1 r 111.1 ;gl1q7i\v4I mY(Ilfivi;ll seat Ilw lac asset Year lie A:11111vC%I I ifivii. t. A AA C Or MY 11111iSsiopil I` ij'(*S "Imcr of A files iley limits lilt, acts of 11141se lulflivil thel vise to the 1111116 :�1111 1111411.1-fahiligs specifically 11:1111t.11 therrill, ;11111 Ihey have 11(1:111111(161%. 41 file v\(-Cp( in the 111miller after Ili the extrill live vill slated. e I S//?s CEICIA FICATE of the IIINIVI'"ItSAL IINIII-AMAUTFIRS' INSURAN(T.COMPANY.(Ili hereby cel-lil)'111:11(lie Police.1)[Affill'Iley bariliallimrscl ti P.j)(jI/tfy(+.qv11fxIIvvI,;11111 foflher fee fill-111;11 file licsolillilill of lilt-Ittlard Ill Dirt-Clul S.set feel Ile in said Power of Affeel-lin,is still ill fewer.he IcOhnoln decor mv 11:1111C:still aliixcd mv seal Ill file%;fill aliv lis -01 18thia% set December 211 v -ties, See .11.), is\1 . (;It U0m.monwea1t4 of Tilladeackwaffi tip �1JepartrnsnE o��ndic�E�ial�cti�eisf.� , 600 VVaskinyton Stead James J.Campbell &.4t n, Vw4ac4watEe 02111 Commissioner Workers' Compensation insurance Affidavit [, Morton Buildings, Inc. (Uceasee/Dentatu.) with a principal place of business at: 252 Westi__Ac ams St, , P 0 Box 399, Morton, IL 61550-0399 (CJty/state/Z10) do hereby certify under the pains znd penalties of perjury, that: () _ 1 am an employer providing workers' compensation coverage for my employees working on this job. Pacific Employers Insurance Co. RSCC42653986 Insurance Company Policy Number {) I am a sole proprietor and have no one working for me in any capacity. O 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 that a copy of this statement will be forwarded to the Office of Investigations of the DIA for coverage verification and that failure to secure i coverage as required under Section 25A of MGL 152 ca;i lead to the imposition of criminal penalties consisting of a fine of up to f 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$100.00 a day against me. Signed s day of L'censee/Perinittee Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617.727-4900' X403, 404, 405, 409, 375 { 1-16-2002 9:30AM FROM HYANNIS FIRE/FESCUE S08 778 6148 P. 2 IWANNIS FIRE DEPARTMENT 95 H6GH.SCHOOL RD. EXT.. HYANNIS,MA.02501 A yy HAROL6 S. BRUNELLE, GRIEF 'Ivy FIRE PREVENTION �y4,pt� ..] stUblhI AWARERfYi Of liu[taYthCA ` r BIL 4/gT BLISKs).ESS PHONE: 1,508)775.0300 FACSIMILE PHONE:(508)778-6448 J.T. )DOti I..1T I«.CHASX?JR_,CFI LT.FIUC F.MBI.ER, CFI FIRE IPREVENI TAON' OIFF=ICIER FIRE PREVEN'�t YON OFFICER BUILDING COLLIE COMPLIANCE FORM THIS FIRE PREVENTION.BUREAU.HAS REVIEWED THE PLANS DATED FOR THE PROPEI=ITY LOCATED AT _I{_��cM_��'`k�C, V.f�.'Y _ ALSO. KNOWN AS:---- THE CHART BELOW INDICATES. THE STATUS OF OUR PREVIEW: TYP :OF CONSTJRUCTIV DOCUMENT MA RECEIVED REVIEWED � COMPLIES 1-NARRATIVE.REPORT ✓ 2-F1Fte FIGHT lf`lG/RgSgUE ACCESS�Y� '✓ -- �. S-HYDRANT LOCATION/WATER SUPPLY v' I 4-SPRINKLER SYSTEMS �.._.._. ------._.... __...._ ... .. ..; S-SPRINKLER CONTROL EQUIPMENT 6-STA.NDPI,PE SYSTEMS V : 7-STANDPIPE VALVE:LOCATIONS - $-i=:IFiEDEPARTlVI{ANl'CONNECTION ••._- f /-r..._.._ .�..._,....,,,..- �"...._......--.----._._... . _ ... ' 9-FIDE PROTECTIVE SIGNALING SYST. 10-F.P.S.S. &ANNUNCIATOR LOCATION L/ 11-SMOKE CONTROL/EXHAUST _ 12-SMOKE CONTROL EQUIP,LOCATION U I I k }- L7 1.i-LIFE.SAFETY VS-1 EM.FIrATURES I. 14-FIRE EXTINGUISHING SYSTEMS j Is-F.E.S.CONTROL EQUIP LOCATION ! _1 lb FIRE PROTECTION F300MS - 17-FIRE PR0"fM710N EQUIP SIGNAGE . { .187ACARKII75ANSMISSION METHOD L _....._ _._..._. _-. } .19=SEQUE!�CE,OF 600ATI6N REPORT.___ _._.__.—.__... .-_---• 20-ACCEPTANCE TESTING CRITEi f1 WE BELIE ti' I E DOCUMENTS TO C KE D COMPLIANT FOR THE ISSUANCE OF A BUILDING v WE HAVE COMPLETED THE ArC1rPTAN TEST '41G,FOR •HE OCCUPANCY PERMIT ANO BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ASO UES ARE IN COMPLIANCE. f 0­)1 -4 Parcel ermit# Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) fe Date Issue y 0 �9 Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) Fee ® — Engineering Dept.(3rd floor) House# �� C) SEPTIC SYS $T BE - I 6 ICE �i i Dept s floo cool in. ) iv Ian A roved b la Bo1�60111fl$E " '' �6V® ! TOWN RED � _ ®��S WN OF BARNSTABLE uilding Permit Application 4 Proje t tre Address Telephone _ Permit Request First Floor '4 0 Q 0 81U1J., square feet Second Floor ' square feet ` Estimated Project Cost $� Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name ��n r 'G- J l:P/Y1((ol.�ll.4c�C,r,v�, Telephone Number / I—qq Address P,0 , PI-10 T -0 License# A r y` L, yy l a I�y� Home Improvement Contractor# &W IVSuk Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) R FOR OFFICIAL USE ONLY A P j MIT NO. ISSUED - P/PARCEL NO. - DRESS -` VILLAGE DATE OF INSPECTION: FOUNDATION - FRAME f INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING:, , E-ROUGH FINAL _ GAS: 5,-(XUGk FINAL im FINAL BUILDING , e DATE CLOSED OUT, ASSOCIATION PLAN NO 04/03/96 WED 12:39 FAX 508 778 1218 DOWLING & 0-'.VEIL 001 }r >:e; :i,•'.C?,T' „`•r<'..ppTE(MM�DD/Y'II..<. 7 { 9 h. 6 .. :�{' .;�•'<�f"'S'} � i b ! i,N2 F S,F>' i.T .?$.:`� � f: O ^/03/ AICQIl11 `� f :.•..:,: ,..:.,»s;:, „M ., ...F, s.z>s .:::. ...:;,:. ""'I Y THIS CERTIFICATE lS ISSUED AS A MAf7ER OF INFORMATION F+siooucefl ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICAT DOWIing & O' Neil Insurance HOLDER- THIS CERTIFICATE DOES NOT pMENDr EXTEND OR Agency, IriC • ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 222 West Main st. PO Box 1990 — — CO,MPANIESAFFORDINGCOVEHAGE _._— Hyannis,, MA 02601 COMPANY — y AAssur. Co. of America —.. COMPANY INSUflED Inc . � -----"—'— Bortol.otti Construction, --'-:—' _.....—:_ p_ 0. BOX 704 COMPANY Marstons Mills, MA 026 C COMPANY D F�,S ai: i'2i-s!' •:?fi PEFIIO oucY :iz�:,,;;i,;?.� >s. .�: •:r;:; .i:::a- >:x::::::..:...:.... NAME f0 THEWHICH THIS INSURED NA ECT TO THIS Is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED CONDITIONTERM OR HAVEANY ISSUED INDICATED, NOTWITHSTANDING ANY MAY PER A N,T NSURANCE AFFORDED BY THE CONTRACT UUC ES DESCRIBED OHE�REIN IS SUBJECTpTO ALL 1HE TERMS. CERTIFICATE MAY BE IS —_ EXCLUSIONS AND OONpI1IONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BFEN REDUCED BY PAID CLAIMS. uMrTB —^ POLICY EFFECTIVE POLICY EXPIRATION CO, TYPE OF INSURANCE FOLICYNUMBER. DATE(MM/DDM DATE(MM/DO/YY) yy 03 07 96 o3/07/97 GENERALAGGREQATE $J -000 BINDER107602 / / 2 _— A GENEflALL1ABILIiY PRODUCTu-COMP/OPAGG$1 OOO OOO •X OMMERCIALGENERALLIABILI PERSONAL&AOVINJURY &5_0-0-1000 ]C.LAIMSMADE LnJOCCUR EACHOCCURRFNCE S5Q--L000 X WNER'S&CONTRACTOR'SPROT FIRE QAMAGE AMY!! ).1 0L- — MEDEXPIAn onePereon) $1O OOO BINDER107591 03 07 96 03 07 97 COMBINED SINGLE LIMIT $500,000 A AUTOMOBILE LIABILITY ANYAUTO BODILY INJURY $ ALL OWNED AUTOS (per porcon) — X SCHEDULEO AUTOS BODILY INJURY g X HIRED AUTOS (Poracsldenl) X NON•OWNED AUTOS FROPERTYDAMAGF. S — ——•—•-- gUTO ONLY_EA ACCIDENT $ CTHERTHANAUTOONLY: x''?"'"%; >L»"'• GARAGE LIA91LIT7 ANYAUTO _ EACH ACCIDENT 5—.— EXCESS S EXCESS LIABILITYUMBRELLA FORM OTHER THANUMPRELLAPOHM t� 03 O7 g6 03 O7 97 STATUTORYLIMIT9 „ '' 00000<'::,r.'„<1 BYNDER1o7599 ENT $ L_....� A WORKERS COMPENSATION AND EACHACCIU — EMPLOYEAS'LIABILI Y DISEASE-POLIC`(LIMIT $500 r.,O0.O—, THE PROPRIETOR/ INCL DISEA&E-EAChIEMPLOYEE$lOO OOO PARTNERS/EXECUTIVE EXCL OFFICEnAARE: OIHEn DESCRIPTION OF OPERA Tic NS/LOCATIONSnIEHICI,C•S/SPECIALITEMS operations performedbyo�e named insured as provided for by the terms and conditions in the policy i� .....::...,..,. £s ';5 ##;=s <i's .....r BEFORETHE > SHOULD ANY Of TWE ABOVE DESCRIBED POLICIES BE CANCELLED Bon Repose Furniture & Bedding EXPIRATION DATETHFREOF.THEISSUINGCOMPANY WILL ENDEAVOR TOMAIL M,G 1 ads tOrie �-0-DAYS WRATEN NOTICE TO THE CERTIFICATE HOLDER NAMEDTO THE LEFT, Attn: Harvey BUT FAILURE TO MAIL SUCI'I NOI ICE SHALL IMPOSE NO OBLIGATION OR LLI RILITY 106 Bassett Lane MA of ANY KIND UPON TF • COMPANY. ITS AGE flEPRE3ENTATI .. Hyannis, 02601 nUTH 6SL�NTA.III.E "F.. �.,,p l >a 5•% e> 00 /F THE COMMONWEALTH. OF MASSACHUSETTS g ®� BOARD` OF HEALTH fic tion for N0;109al Marko Cnono#rixc#iaan Permit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal Systun at.. 'n Address �7�n` �.1. ' !. �� �j�"Sj 5e- t—A �Tk .-. . C:`�. .....»... Address Owner Address Installer Size Lot.j0►Q--•Sq• fat Type of Building Gar Grinds ( ) ................Expansion Attic ( ) � , Dwelling—No. of Bedrooms.......................... 4EE No. of persons............................ Showers ( ) — Cafeteria ( ) '-� Other—Type of Building ..._...........».»._ 0a Other fixtures ........-•--�{............................................................._........ d .gal . person r der Total daily flow...........2................ .... Design Flow..........................................•-gallons per pe Y �i-E r................ Depth %. �] . ( lons Len hZ....---..... Width. ....... .. Diameter f . OG Septic Tank=Liquid capacrty_.0 .?S?gal ... W Disposal Trench—No...... .. Width....................Total.Length Total leaching area........_.»_....sq: ft g leach' ._ L>e.sq t. x ............Total leaching area.. 3 S .... Depth below inlet........ Seepage Pit No....C}_. .-•.--'•••• Diameter.... 1 7 Other Distrib' on box (jiJ Dosin-tagk ( ) ,Z� . - -. ASS .93.�v{.�!:A e' Date... �1 `7 Y----- P P �..t... .. Percolation Test Results'. Performed b � -:: Depth to ground water........ •-• .a minutes per inch Depth of Test Pit......1.....F.. a Test Pit No. l.._...,�..... _ ............ Depth of Test Pit..............---- Depth to ground water..... .. Test Pit No. 2.....�...._minutes per inch Dep -'�� ..........................�tl.�' .�- ..... Description of Soil-. -- j..... ......... ......... 5 •S ..... e z-Ream..... - ----- ..................................................... X.U Nature of Repairs or Alterations—Answer when applicable.--•--•_••-••-•--•••-•-•--•--- .................................. Agreement - System in The undersigned agrees to install the aforedescribed Individual S further agrees not to place the syst min the provisions of'ITI.E 5 of the State Sanitary Code Theundersigned y operation until a Certificate of Compliance has been issued by the board of health. Signed............................................................__.................._.. ._---------Daft `�•� ` ............ +�............................ _.....+ :--••D _.................. a` Application Approved By................ '^'�.. Application Disapproved for the f oll towing reasons:.........................•----.......................... ............... ::.._.. _ »............._.......------•-•--•-----•. .................................... .............................................. D ..».•__»_ .`1.�=.. ...�.�..�"� ........... Issuers.......»....... .........._.... .........._ Permit No..... ........... -nw t - ------------- __ v -~ THE COMMONWEALTH OF MASSACHUS7TS BOARD OF HEALTH i f1prtif irttte of Tomplitttur t stem constructed (� or Repaired ( ) THIS IS TO C RT�That•the Individual Sewage Disposal-SY.......... ......._..._....._.......»........ .........._..__--» by,--- ... �.. .e1� Installer .......... .... /►� R,, ................................................................. .7AP... J�� -• o. at • of The State Sanitary Code as described in the has been installed in accordance with the pro ions of T 5 6.-- , dated............................:.........••••-••••- application for Disposal Works Construction Permit No........ . ^... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................ Inspector......................................................_._._...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �^ �i000ttl �o,/rko f90noian Permit Permission is hereby granted........ �'�.¢�'K.��......��c`'lQ......System......................................................................»__.. ~ ( ) an Individual Sewage Disposal to Construct (�f or Repair ,* ---,•.••__......_......... �� '� yy at No..........'�7...� .....� ire Street .............. lt,���.�. Dated......�.::�..Q.1��...... as shown on the application for Disposal J'�Vrks Construction Permit No ---- ........................................... o4 Hdlth.»...................»._.._.._...._ DATE.............................................................................._ i °Ft► , Town of Barnstable Regulatory Services ` an t a MASS, Thomas F.Geiler,Director 1639..�A`�� Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 21 2000 Bearses Way Realty Trust Jack Carter,Trustee 1020 Iyanough Road Hyannis,Ma. 02601 Re: 756 Bearses Way,Hyannis(R294-044) Dear Mr. Carter; It has come to my attention that this project(SPR 111-99)is not in compliance with the Site Plan Review approval granted on 12/30/99. The following is list of items to be installed or submitted in accordance with the original approval: • A lighting plan shall be submitted to the Planning Department. • The interior islands and asphalt drive shall be constructed in accordance with the approved plan. • A section of stockade fence shall be installed on the west side of the property(facing the residential units) It should be noted that the site inspector did not have access and therefore was unable to check the drainage basin as indicated on the plan. In addition to the deficiencies listed above,be advised that the two layers of razor wire installed along the chain link fence and the barbed wire on top is not approved nor allowed. This must be removed immediately. Please contact this office for a reinspection as soon as you are in compliance with all conditions. Your anticipated cooperation is greatly appreciated. Should you have any questions please do not hesitate to call. Sincerely, Ralph Crossen Building Commissioner oFt�E r Town of Barnstable Regulatory Services ` sa ASS.M p" Thomas F.Geiler,Director 9 MASS. 0 �p i63q. �� lE039.,A Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 25,2000 Inspection Report Re: Jack Carter parking Lot project R294-044) SPR 111-99,756 Bearses Way,Hyannis I met with Jack Carter yesterday and walked the perimeter of the site at the request of the Building Commissioner. The purpose of this visit was to render an assessment of the general character and condition of the parking lot. Concern was issued regarding the installation of razor and barbed wire. The applicant argued that the lot had been consistently violated;many vehicles had been stolen and/or vandalized. There is a residential community abutting this property and apparently some known perpetrators reside in this complex. The barbed wire and razor wire were installed as a result of these increased and successful violations. The BPD was also consulted regarding prevention methods. I advised the applicant that TOB strives to maintain a village atmosphere although we would not encourage or endorse any solution that would cause increased financial risk to the applicant. After some discussion the following recommendations were agreed to by both parties. The applicant shall remove the barbed wire from the top of the fence along Bearses Way only. In the event that increased security breeches occur,the applicant may re-install with the barbed wire turned inward. The applicant shall install 12 forsythias along the outside of the fence on Bearses Way. This will camouflage the razor wire(which is installed inside the fence half way up). 9 plants are to be installed to the left of the gate and 3 on the right. Four arborvitae shall be installed along the section of fence abutting the tennis court. This is for screening purposes only. The remainder of the west perimeter is heavily vegetated on the other side of the fence. In the event that this vegetation is eliminated,the applicant shall provide adequate screening. This area appeared to house a pump house/generator building for the condo complex and is not expected to be disturbed. Site Plan Review approval required a paved entrance.This has not been completed. The entrance shall remain status quo until such time that the TOB has completed the installation of the sewer line. Subsequent to that,the applicant shall confer with this office regarding the paving and any other change. The lighting requirement(submit a schedule to Planning)is waived since there is adequate lighting from a pole on Bearses Way and this lot is adjacent to a residential community. The applicant agreed to advise SPR in the event that more lighting would be deemed necessary. Mr. Carter shall contact this office for re-inspection. , Property Location: 756 HEARSES WAY MAP ID: 294/ 044/// Other ID: Bldg#: 1 Card 1 of 1 Print Date:01/22/1999 erg _ s KbnA IL Description >.o,.a ppratse h A value ASSeSSea a ue\ ' 801 0 THISTLE DRIVE OMMERC. 3900 ENTERVILLE,MA 02632 BARNSTABLE,MA ccoun an Met. ax Dist. 400 Land Ct# er.Prop. #SR VISION Life Estate DL I Notes: DL2 iota MAL& , .v;1 ., � ORD W. , r. Code Assessea Value Yr. GOde Assessed Value Yr. o e ssess Value O 11 ota. ota. ; is signature ae now a ges a vtstt y a Data Collector or Assessor Year 7ypewescription Amount Code Description number Amount Comm.Tnt. pit Appraised Bldg.Value(Card) Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 0 ota Appraised Land Value(Bldg) 111,200 ,. x ,3 .._ .. « R� ,� ,. .. .... .`. �. . Special Land Value 0 DEMOLISHED 1/97 Total Appraised Card Value Total Appraised Parcel Value 111,200 Valuation Method: Cost/Market Valuation Net I otal AppraisedParcel Value UILx° _�.::.�. �,%� 2'. �e•X :�; .,��' .,,i�_ •:.<', .. -,• �:�� ... ;�•¢R;, -. ..�„�.W ,. .-.a<:?��<.�•,•�; r...,,.z a _ ,,v»��:-�,a: ,....,. ..,z,.> ;: a•,.. �._� ,a a ,is•r ...�:;:�_F.+� .. ." '' < Permit 725 issue Date 7ype Description Amount Insp.Date o omp. Date Comp. Comments Date ID Ca. PurposelKesuir Uemonsh 5 buildin _ , _. . ,. a. JW ,. � . ' yam,:: Z��, ,�?� '�<. �'a. ,. . ,.. . ., „�xY _.. ^:ro::;s ,z.�. ' , ._� .P�.a�t�,e.:, >,:4'✓r., '. ,�•c.,�-->Ao < �....., <a�,._.r�: a,,x����=a_.<,>.�s � �,.�..-_,.. �.. .��;r�� xh....r. ,>....�. <�o-s�saa:- ,�,�s�__ ... ��,-' -- �.�.Y -- •.�� ..-_:... _ - Use Code Liescription zone D Frontage Depth Units Unit Price 1.Pactor S.L C.Factor Nbhd. Adj. otes-Aajl,)PeCial Pricing Aaj. unit Price ... Lana value . , , Total an nitU.59 A9 lorallanda u , QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 12/22/98 PERMIT NUMBER 14367 PARCEL ID 294 044 756 BEARSE' S WAY PERMIT TYPE BDEMO DEMOLITION PERMIT DESCRIPTION (HARVEY GLADSTONE) CONTRACTOR PERMIT FEE 50 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 649 GROUP TYPE 1 APPLICATION 04/08/1996 EXPIRATION VALUATION 0 . 00 - DATE ISSUED 04/08/1996 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT ssessor's map and'lot number ...... ......... E �oF rot Sewage Permit number ................. ................... .................. 1 SAUSTAXLE, 74 ✓J S /�t House number ............ ./;F ... . ---- �a/&6, 7 MAB& t639- TOWN OF , BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ........................ ........................................................ ................................. TYPEOF CONSTRUCTION ....... ...... ........................................................................ ................................. ..... ...... 5...9............19....... .... ... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to .0 formation: tf�d i. g i.n ..�7 Z ........................ .. .... ... ......... g" .. a4.........4�.� Location ................ ..... ProposedUse ........Y.V .............................................................................................. ........................................ ZoningDistrict ........................................................................Fire D' trict .............................................................................. Name of Owner .. .... .W.........—..Address .....................................I ( � ............Y OL i ul Name of Builder ........Address ......... Nameof Architect ..................................................................Address ...................................... ............................... Number of Rooms ..........Gk-.R, ........................................................Foundation ..... .4........................................... Exterior ........................... ....... .. ................................................Roofing ........................................... ......................................... ............<"' - -, -' ��- V—) Floors ................................................Interior ....... ..... ... ....................................... Heating ............................ ....... ............ ........................Plumbing .....................—,--: ................................... Fireplace .......... ..........................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board --------------------------------19--------- Area ........ Diagram of Lot and Building with Dimensions Fee ....... .................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..................L/J/ .� ........ .......................... ...... ..... � y M 23249 R' No .... ' ........ Permitior- ...P.9mol s ?............ ' c c .. ..snjea............................................ q1160 Location Bearses :Tay ................. ` Hyannis ......... ...... ................................... • .... . .......... _ - S> Owner ......�Mr. ha... ?.....LeVitt..... ......... Type of Construction ....Z .agile.......................... r ......................:............................;......... ..... ... #� Plot ......................... Lot .................... ........ , June 30 , 81 t Permit Granted 19 R Date of Inspection .....19 i ,r. Date Completed ..... ..................19k i PERMIT REFUSED �I ......................................................... ... 19 ; ............................................................................... ................. .......................................................... } r l r. ............................................................................... ° Approved ....`::......................................... 19 .. ....... ......................................................... .....°..... .. ......................................................... 4 C Assessor's map and'lot number } t ........ .. ..... OFF"E TO Sewage Permit number ... ,. � ``Q o nzo- ° Z BAUSTI BLE, i House number � "nd u1&6D l7 f ..+�1� S'i 1 , M6 a ....... ................,...... o ' 0 YPY a. TOWN OF BARNSTABLE F BUILDING IHSP-E T0 R yC APPLICATION FOR PERMIT TO �/Xw`-G'-{i�J ...... ...................................'.................................................... .... TYPE OF CONSTRUCTION ......5.......6 d.......................................................................................................... 60.................� G....... .19. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to t f�following information: Location ............... ..��..,.,./a�/�2..............(i��Q/�/.......... f�./?��.•, !L f�L..... �...y....... ..7.......................... ProposedUse ........:.)..y..1�,fGI✓r-r-�..................................................................................................................... Zoning District '"-_. . ...Fire,,D,iistrict / J Name of Owner I l ,.l�.:. ..,4.?!1 ` Address ....................................(.p..As �: :!`!'GC.,... .14 Name of Builder .(;. /r ( .. .V <..... !iLP...........Address .; -� ..................`.... ..!.��� Nameof Architect —�`..................................................................Address ................................./.�................................................ ...........................................Foundation ..... � / �« 'r Number of Rooms f�.,....,....... ...............................:...................... Exterior ....................... ...........................................Roofing ............................... .. �... ........................................ Floors ....... ///; l/Cj'^ =.. ............ ..................Interior ......... `T.!a!(,_ :!�c,..................................................... Heating ....................�''` '�i ..:•::::........................Plumbing ...................�...,:lt.... ....1-....... Fireplace ........... 17. ^ �............................................. Approximate Cost ..�....� a.�..�.°. ............................. Definitive Plan Approved by Planning Board ________________________________19________. Area :............. ............... Diagram of Lot and Building with Dimensions Fee ...:�� ............. SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 :r .F (f S AJ J F I hereby agree to conform�to all the Rules and Regulations of the Town of Barnstable regarding the above construction. n ,' Name .........:.... ...............d.......................... I.EVZTT, MJ\RGHA N. A=394-4& Demolish x � , No .23.2.49... Pey,,,nh .. ' ` . ................. :Sheyd ------------'. ' � . � . . - Bearaea VVa� ` Location � " -------^---~-.''...------ . ' Bvaouio ----'~---^-----------------' Marsha N. Levitt Owner ................... Tv6e of Construction -.~ a~.~ -........................ ..................... ------------'��------ . ` Plot ............................ Lot ................................... ' . � . June 3O, 81 - Parmh Granted _------------.lA . \ � -Dote of Inspection .................................... Dote Completed ...................................... � ' . ^ � PERMIT REFUSED -----, \ . \ ................. -----� . _---- ....... .� � ' ^� --�--- � -.-----���-~-.�� .-~----- . ^- � w v \ -------..-----.-.�.--.-...---.~- � \ � Approved ................................................. lA � --------------------------. ' ----------------'--------^-' ~ I`� 1 OFFICE: {. NORTON,.MA." MORTON BUILDINGS GENERAL SPECIFICATIONS t JOB N0122-1461 LAMINATED COLUMNS — NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT—W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND ` ti SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ® A FOOTINGS AND ANCHORAGE — COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND ` READY—MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR c SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2- FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE wall MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS —SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF ,6 POUNDS PER CUBIC FOOT WTH CHROMATED COPPER i ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION ~ a ,h C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. ui I? FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. Q a j WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR � } ■ i ® O BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ' ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS Q REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH x PLOT PLAN DONE BY: fte mop U i' CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. DOWN CAPE ENGINEERS, INC. 1j3091� LIj QO SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 939 MAIN ST. YARMOUTH. MA.02675 U) (508) 362-4541 IR, 41C y GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS lltjMOq� p �46y4 Q NOM, 1 MIL THICK ON EXTERIOR. 1 �' 02346 m ROOFING PANELS (FLUOROFLEX 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. g TRIM -DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL S TYPICAL LUMBER SPECIFICATIONS- 1997 NOS € ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS SIZE DESCRIPTION BENDING VALUE Fb O ROOFING OR SIDING PANELS. 2'x4" NO.1&2 SPF 1313 PSI 2 x4 2100f MSR SPF 2100 PSI GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 2 x6 N , 1 SPF 1138 PSI 2 x6 NO 1 SYP 1650 PSI z•'r FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2 x8 NO. 1 SYP 1500 PSI 2 x10 NO. 1 SYP 1300 PSI 2 x12 N0. 1 SYP 1250 PSI ADDITIONAL NOTES ALL 1950f MSR SYP 1950 PSI 1 1 2 x16 LAMINATED VENEER LUMBER 2800 PSI 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 3 1 2 x15 GLU-LAM 1650 PSI BUILDING DESIGN CRITERIA 5 t axts 1 2 GLU-LAM 2400 PSI OF THESE DRAWINGS. USE GROUP S-1 5 1 4 x19 1 2 GLU-LAM 2400 PSI DRAWN BY: KP-873 CONSTRUCTION TYPE 5B NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE: 12/6/01 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED NTH THESE DRAWINGS SHALL BE PROVIDED -LIVE ROOF LOAD DESIGN 25 PSF WIND LOAD 100 MPH.(EXP. C CHECKED BY: JB BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY FLOOR LOAD 125 PSF FLOOR AREA 2100 SO. FT. DATE: 12/11/Ot ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR REVISED DATE: THIS BUILDING WAS D BY ME OR UNDER MY REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. DIRECT SUPERVI vA I AM A DULY LICENSED/ REVISED DATE: REGISTERED P DNA L EER. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC MICHAEL L. aN _L�r�' s MCCORMIC !� 00 JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. uu CIVIL AEL L, McCORMICK, P.E. 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR N0.411210 T -S 411E #411 • , SE _ 5000 IS A TRADEMARK OF AUSIMONT, USA. 2`ssr �'• DATE: 6-30-02 SHEET INDEX I HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN FOR M,o CS2x4FK 10-00 THIS BUILDING WAS PREPARED BY ME OR UNDER MY ��FEDA% SHEET DESCRIPTION DIRECT SUPERVISION AND THAT I AM A DULY CENSE �j�°� OW.N Sim ARCHITECT. n� 1 OF 4 SPECIFICATIONS & SHEET INDEX (Vy'/ 3eNo.ogg6= , g 2 OF 4 COLUMN PLAN & ELEVATIONS WAYNE NOWLA , ARC ILLINOIS a� DATE: L- 4 3 OF 4 SECTIONS LICENSE N 8976 �`?rocMw .FQ SCALE: AS NOTED 4 OF 4 TRUSS DRAWING & DETAIL EXP. DATE: 8-31-02 "`" SHEET NO. 1 oF` 4 . ENllICEORTON, MA.VENT-A-RIDGEt, 2_ T#16 CABLE TRIM . 4 122-1461 .......ILI �T� 1171 � _ 5' O.G. GUTTERS HI-RIB STEEL HI-RIB STEEL ®� T#21 CORNER TRIM T#21 CORNER TRIM ` ® ra.n T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT N T#21 CORNER TRIM T#21 CORNER TRIM o, T#167 BASE TRIM T#167 BASE TRIM A SOUTHEAST ELEVATION NORTHEAST ELEVATION cn VENT-A-RIDGE D 12 — T#16 GABLE TRIM 4 fi-- _ N 5' O.G. GUTTERS -J Z Q z To HI-RIB STEEL HI-RIB STEEL _ 0 T#21 CORNER TRIM T#21 CORNER TRIM ~ }>> ® 0 TRANSITION TRIM T 167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT ,01� T#21 GARNER TRIM T#21 CORNER TRIM cn x0 T#167 BASE TRIM T#167 BASE TRIMof m a NORTHWEST ELEVATION SOUTHWEST ELEVATION cn Mv- ry w o 0 o I jfQ O �Cl vs v v a BAeve n Per. 1130.9�te p,,1 7'-4 1/2' 7'-6' 7'-6' 7-6' Y-6' Y-6' 7-6" Y-6' 7'-6' ""`BOA, F Q6# x. Atiddl Dtty I I 1'-0' VENTED SIDEWALL OVERHANGS �N, 0 I I I I I I I 2'-4 I/2 2346 1'-0" NON-VENTED ENDWALL OVERHANGS 29 COLUMN PLAN LEGEND 29 —9 18°4 18"0 18"0 18'0 18^Z 18"0 180 180 18"4s 18"0 1 0 2T-101/2' - 0\ I 18 o - 3-2'x6" LAMINATED COLUMN LOCATION w I I I e - 3-2"x8" LAMINATED COLUMN LOCATION W/ 2'x8"x7' SPLICE STIFFENERS b ■ - HEADERED TRUSS LOCATION 22-4 1/2' — I 18"� — C @ C 1 OO - 3058 9100 PLAIN FLAT SLAB WALK DOOR W/ LEVER LATCH, DEADBOLT, & CLOSER CONTINUOUS 2"x4" LOWER CHORD 3 3 DRAWN BY: KP-873 30' S.C. TRUSSES 0 OI - (2'x14' INSULATED OVERHEAD DOOR TRUSS TIES AND 2"x6" DIAGONAL I QQ (2 12EA DUTY ULATED OVERHEAD DOORS DATE: 12/6/01 END BRACES APPROXIMATELY 7'-6" O.C. TYPICAL 18" 15'-101/2' - 1>2" HEAVY DUTY THERMAX (ROOF ONLY) 14'-t01/2' — 7'-6" O.C. TYPICAL - (81 3065 SKYLITES W/VAPOR RETARDER CHECKED BY: 18"m 18"tD i3'-t0 t/2' t8"o - 18 DIAMETER FOOTINGS W/ 0 8" THICK READI-MIX CONCRETE PAD. DATE: 10 I I Iv PLACE A MINIMUM OF 8" READI-MIX REVISED DATE:. I� I CONCRETE AROUND COLUMNS WHEN C 2C SETTING.b REVISED DATE: 7'-4 1/2" — 18"0 3 3 REVISED DATE: q REVISED DATE: 3 3 18" r-,o t/r ROUGH OPENING SCHEDULE 18"0 18"4180 .0 18"0 18"0 18"0 18"0 18"0 18"ta 18"0 UNIT SYMBOL WIDTH HEIGHT 0'-0' Di m 0*-0� FROM LEGEND ---••--�� T� OO 37 3 4' 80 3/4" ,` PEDAga, 2'-9 3/4• 3 3 2-4 1/2' - FP`�HovF ¢geNo.8976� - IPEORIA z y 7'-4 1/2" 12'-W 7-8 1/4' j 7'-6" 7-6' Y-6' 7-6' 7-6' MICHAEL LIpIO� A9CCORINICK CIVIL NO.41121 p •,rnarummu000°o` b \ \ D) o 4 N N O V O V O V I \ ��'r _ 1� O •�, M V 2. 8. SCALE: AS NOTED SCALE: R SHEET NO. ILL COLUMN PLAN 1' 4' 16' 2 of 4 OFFICE: I NORTONAMA. `• JOB NO. ` 122-1461 1; (2) 1/2"x 5 1/2" M. BOLTS DENTIFIES ITEMS THAT ARE NOT • tr e PROVIDED BY MORTON BUILDINGS, INC. N OR MORTON BUILDINGS' SUBCONTRACTORS os AND ARE THE OWNERS RESPONSIBILITY, 30' S.C. TRUSS (3) 2"xB" STUB COLUMN 0 FF2000 HI-RIB STEEL HEADER NAILING SCHEDULE - 2"x10" HEADERS Ar AM 2"x4" PURLINS ®23" O.C. HEADER STUB JAMB (NO. 2 SPF) (2) 2"x12" HEADERS MEMBER COLUMN COLUMN 1l,g",}1EAVY DUTY THERM EA. 2"x12" 8 4 LG x4 BEV, PURLIN 2"x8" BLOCK ry WIRE MESH T# 124 2%10" 4 4 f— T#178 T# 129 O.H.D. 2"x6" BEV, FASCIA 2%2" BLOCK NOTES: �o I ALUMASEAL 5" O.G. GUTTERS T# 151 i 1. NUMBERS ABOVE ARE TIO R.S. NAILS _J z T 144 & 146 FASCIA TRIM T 154 T# 153 REQUIRED PER CONNECTION. # 30' S.C. TRUSS # 14'-3" 2. PRE-DRILL HEADERS AS REWIRED W = J SOFFIT - 2"x3" JAMB (BEYOND; GRADE TO BOTTOM TO PREVENT SPLITTING. 0 BOTTOM 2' TREATED) OF 2"x6' BLOCK 3• IF NUMBER OF NAILS REQUIRED FOR F HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & HEADER TO JAMB COLUMN CONNECTION 0 4 20d R.S. NAILS (3) 2"x6" JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, 2"x6" OVERHANG NAILER 2"x6" TRACK BLOCK (BEYOND; THE EXCESS NAILS MAY C INSTALLED BOTTOM 2' TREATED) - IN HEADER SUPPORT BLOCKING HI-RIB STEEL (KYNAR) . OHD HEADER SECTION B—B a ' 3-2"x8" LAMINATED COLUMN W/ SCALE: 1"= 1'-0" m W 2"x8"x7' SPLICE STIFFENERS o � dc c- ry (4) ROWS 2"x4" NAILERS Q (2100 MSR SPF) W GRADE TO HEEL m T#167 TRANSITION TRIM 2"x6" NOTCHED NAILER HI-RIB STEEL WAINSCOT (KYNAR) CogStru I1 7/16" OSS PROTECTIVE LINER ft ar0A � ate su p r Sg 11e T#167 BASE TRIM 91 (1) ROW 2"x8" TREATED SPLASHBOARD 4" CONCRETE FLOOR• e��'M946 ci ON e• FINISH GRADE 4"1 MINIMUM COMPACTED GRANULAR BASE 0 CONCRETE ILOOR NOTES 1. 3500 PSI,5 1/2 BAG MIX CONCRETE. 2"x6" UPRIGHT DRAWN. BY: KP-873 2. REINFORCING: 6z6—tOz10 WNTA. 4'-0" 3. SLOPE GRADE AWAY FROM THE BUILDING 2%8" HEADER DATE: 12/6/01 0 2%MINIMUM FOR A DISTANCE OF 5. 4.)6 MIL POLYETHYLENE VAPOR RETAROER PLACED CHECKED BY: 4"BELOW THE BOTTOM OF THE CONCRETE FLOOR. 48M BASE ANCHOR 2"x6" NAILER 2"x6" BLOCK 2"x10" HEADER DATE: 8" THICK READI-MIX CONCRETE PAD. T# 124 REVISED DATE: PLACE A MINIMUM OF 8" READI-MIX T# 129 O.H.D. REVISED DATE: CONCRETE AROUND COLUMNS WHEN SETTING. 2"x2" BLOCK REVISED DATE: 18"0 T# 152 T# 151 ALUMASEAL REVISED DATE: T# 154 14'-3" SIDEWALL SECTION A—A 2"x3" JAMB (BEYOND) GRADE TO BOTTOM OF 2"x6" BLOCK (3) 2"x6" JAMB COLUMN (BEYOND) SCALE: 1/2'= 1'-0" °SH0'.� 100 MPH. WIND LOAD 2%6" BLOCK (BEYOND) or'' s � MICHAEL L. � MCCORMICK IL OHD HEADER SECTION C—C �O.41121 SCALE: 1 "= 1'-0" s SCALE: AS NOTED LSHEET NO. 3 'of 4 OFFICE: NORTON, MA. i y TRUSS SPACING 7'-6" O.C. LIVE LOAD 25 PSF JOB N0. DEAD LOAD 4 PSF { 122-1461 ' CEILING LOAD — PSF 11x11 TOTAL LOAD 29 PSF PI. U. WEB #2 ?xg+ ZC, n g 3" WEB i/1 3P5 12 x N ®l. 4 immiiiiiiiiiiii a 9x16 PI. M WEB #3 8x13 Pl. girm 3x5 13x8 Pl. 8x10 H.B. PI. 18 Go. Pl. 15 1/2" I— . . ..... .... 2"x8" L.C. #1 :cs ;?< 2"x8" L.C. 2 ...... ..... (n CAMBER AT CEN 3�14NE —5'10-1/4" � 14'10-1/2" m 2"x4" PURLIN �— 9 TRUSS DESIGN SPECIFICATION: H a Truss has been designed by computer using the Purdue J -2 Plane Structure Analyzer IAW current standards and FCP 30 S.C. TRUSS Tb Q a specifications of recognized engineering principles, - 7• w = Trusses are manufactured by Morton Buildings, Inc. SCALE: 1/2'= 1'-0" `>> o LUMBER SPECIFICATION (1997 NOS for Wood Construction): f Lower Chord -- 1950f — 1.5E MSR Southern Pine II Top Chord — No. 1 K.D. — 19 Southern Pine 60d R.S. NAIL II /' j ° Web Membersrs -- No. 1 K.D. — 19 Southern Pine / 7 a MM TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): 20 go. GALV. PURLIN CONNECTOR (n xo ASTM A-446, Grade A 20 Go. and 18 Go. where noted, I m galvanized steel Morton truss plates identified by a TRUSS p hexagon stomped every 1-1/4" along the center of the plate. �. ��� � *- RAFTER LENGTH 15'8-1/8" �Z ry Webs are 2x4's except where noted Q CD ':. Ld TREATED COLUMN STIFFENER APPLIED ON THE RIGHT SIDE OF THE COLUMN AS VIEWED FROM (i) TRU—GRIP SCREW ON UPPER COLUMN FTHE INSIDE (SIDE WITH LOWEST SPLICE CUT) PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN I HOLES 45'BEVEL AT TOP (JOINT MUST BE TIGHTBEFORE FASTENING CLIPS) 2"x4" BUTTED PURLIN DETAIL e A I1 = 1'-0" O LOWER COLUMN LOWEST SPLICE CUT 6'—O" NOTE: NAIL STIFFENERS TO LICENSE DRAWN BY: KP-873 BUILDING COLUMNS 8" O.C. ��ctionSuper. DATE: 12/6/01 STAGGERED WITH 20d GUN IN IDE OUTSIDE NAILS. PLACE 6 ADDITIONAL 11.30.91 Lic.0 CHECKED BY: NAILS NEAR THE COLUMN Brunson,Goo 044694 DATE: SPLICE. I MoogNn D�P. REVISED DATE: huddleboro,MA 0234E REVISED DATE: GR 45'BEVEL ON BOTTOMTOR E REVISED DATREVISED DATNOTE: FOR FOOTING DIAMETAND AMOUNT OF SACKRETREADI—MIX, SEE PLANS. 0' 'VH OFBASE ANCHORSMICHALFOOTING MCCORA?IC " CIVIL K y NO-41121 COLUMN SPLICE STIFFENER DETAIL SCALE: 1/1 1'-0" SCALE: AS NOTED' SHEET NO. - 4 of ,4 GENERAL. NOTE. LEGEND � 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING SPOT CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 46. ELEVATION (1--888-344-7253) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE. PIPE OR 12 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, 2. ALL CONSTRUCTION MATERIALS. COMPONENTS, AND METHODS EMPLOYED ON THIS EXISTING CHAIN—PROJECT WORK SHALL. CONFORM 10 THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS LINK FENCE OCU S � ? AND/OR THE MASSACHUSETTS DEPARTMENT OF' PUBLIC WORKS STANDARD COL) SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED 'TO PRESENT. EXISTING POLE m� ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE: S. q� AND BARNSTABLE HEALTH REGULATIONS. SEWER WORK TO CONFORM TO DPW SPECIFICATIONS FOR SEWER CONNECTIONS. r EXISITING CATCH 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA l r BASIN W/F&G 4. TOPOGRAPHY AND DETAIL FROM SURVEY BY DOWN CAPE ENGINEERING 11/99. --� ��""-`-� ��`- i � EXISITING LEACHING 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASNTO-H2O UNLESS NOTED. ' -' - - TRENCH RTE 2a 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO r j BE USED FOR PROPERTY LINE STAKING. EXISTING MANHOLE 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE -- -' EXISTING TREE FCCUS MAP SCALE 1 " = 2000' 8. 4" LOAM AND SEED AREAS NOT PAVED. L ASSESSORS MAP 294 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 0 L--,3["_ EXISTING CONTOUR PARCEL 44 --- I� 10. SLOE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, --- -- ZONING B OR NEIGHBORING PREMISES. 111 --_ ._ 11. REFERENCE: PLAN BY DOWN CAPE ENGINEERING INC. TITLED: 701 --- 4q SETBACKS: EA FRONT, 0 SIDE, 0 REAR NEW VEHICLE STORAGE SITE PLAN 55 -------- PREPARED FOR PROPOSED CONTOUR NO MINIMUM LOT SIZE BEARSES WAY REALTY rRusr --�' �- 753 BEARSEs LTY EXISTING SHRUB G.P. DISTRICT: 50% MAX. WAYIMPERVIOUS COVERAGER JACK CARTER , TRUSTEE �`''�'(''� 30% MIN, HAT. STATE AS REVISED DEC. 29, 2000 QUILUIN,,,,,,,,,, NOT TO SCALE LAND USE TOTAL AREA = 36,970 SO, FT. IMPERVIOUS AREA = 2,100 SQ.FT. 5.7% IMPERVIOUS COVERAGE PROPOSED NAT. STATE: 11,546 SF = 31.2% PARKING REQUIREMENTS: 210D SF (1/700) = 3 SPACES REQ. 61 SPACES PROVIDED NOTE: NO PUBLIC ACCESS, NO HCP SPACES REQ. EXISTING STOCKADE__PENCE SCREENING U LJ PARKING LOT AREA: 22,000 SF 61 SPACES x.� INTERIOR ISLANDS: 2431 SF/22000 = 11.1 TREES: 61 SPACES (1/8) = 8 TREES REQ. 10+TREES PROVIDED INCLUDING EXISTING TREES WITHIN 5' OF PARKING r� EXISTING USE: VEHICLE STORAGE LOT PROPOSED USE. VEHICLE STORAGE LOT & ROOFED STORAGE BUILDING. k P,1 ' +�?��a' ''� ���``"`-N � 'r`-- •� � NOTE: NO MECHANICAL WORK ETC. TO BE PERFORMED MORTAR ALL COMPONENTS � ON—SITE, ALL GP/WP REGULATIONS TO BE MET. ! ,5xr,. L 7 HAZARDOUS MATERIAL STORAGE ETC.) H 20 COVER (TYP.) r.,! ( MIRA I 14QL1. I� k. �~� °yS S�,� .• tJ� cj0 V- O� 40 1 ; �Z ,lxw,4,,,�a�r� FABRIC OVE I ; - ��5 x 51 OVERLAP 12" _ - 4' TYP. 12 0 CPP . ' x- - Gj� �52 53.0 c� ,. ` _ GROUT P.. 5 TYP. EXISTING - GRAVEL Y _ 12"tb W -20 HLJPE CPP . �— » PA���til;�,#f { P DRILL (2) 1 ,zRf.,? ' F - SLOTTED WD. E _ "'� r, 2 0. STONE_ TYP I .___-__....._..._ WOLFS ( .) H-'20 _ WITH 3 WIDE... r�o� :: f I � � � l � '..... 1000 GALLON PRECAST .5 DEEP I 6' OIA. LEACH PIT STONE-FILLED LEACH TRENCH LEACHING 3' MIN. r i TRENCH ,ry ; ; �tXt - _ F&G 5.6, �9 8'—B" DEEP ,. ! ; CONNECT GLITTERS AND SrINC' .. 1 I C.B. TRAP % DOWNSPOL4S 10 EXi5TING._ '. LCd'CNPt`r SrO�SMyy" -12"0 CPP x t ; Ld.ACH PIT ATH-k 40tCH4�0 PVC ;, G SySr �,�A�? a ELBOW ~ .W-20 DEEP SUMP :ie - - - - AT 2.7 MIN, COORDINATE � � REM/VN + L __ __�_ _ _ _ _ r M 1000 GALLON PRECAST d DOWNSPOUT LOCATIONS WITH ;' -T, ! BUILDING DESIGNER. CATCH BASIN ` �0 REGRADE BUILDING PAD (TYP•) ' AS SHOWN. ALL FILL +� " COMPACTED iN 6" 5 / LOT 1 ! TO 959 ''�10C. CTOR ' �G DENSIT" + EXISTING SECTIONSTORM Al � � G.��Q EXISTING NOT "ro SCALE r,; �p�' F. 7' �1�� G' BUILDING ®� */ THIS PLAN APPROVED ON _ � "C).L. `A POLE ! ;;' ;, �o �� ���nuTY U C 70 fii� ® ®WIN®C6NDIfileN�: / G RA 2 C08 ri i QO d 1 LIGHT ;' Q MIRAFI 14ON FABRIC OVER OVERLAP 12" R PIPE � I � S' PEASTONE OVI 12*0 SLOTTED H-2p ` - - ` "A�� .<,Q,�_ CORRUGATED HDPE PIPE _ .75"-1.5*DOUBLE WASHED STONE �._. ._._--. EXISTING RUILDING _ AN FOR PROPOSED BUILDIIN LOT 2 '—' . ;� ,.!' IN , J STI N G VEHICLE STORAGE PREPARED FOR � 3' 01 EXISTING TRENCH CROSS S CTIOhl �. � � �s � .._._._._—_LEACHING _.. , OQ. f �� - */ WAY REALTY UST � v. � 7 BEA SES WAY .JACKCARER TRUSTEE 1"•=20' DATE: NOVEMBER 7, 2001 I` 20 0 20 40 y�� `� �.° �� re �..,�..� C0 Feet 6 SCALE: 1" 20' • ,-- off, 50$-362-4541 �r .. � fax 508-362-9$80 sf " of Mqr Cc�WI1 cape engineering, inc. r rRIRNw kl. � ATONE e e.; 23JPJ3 ►I. C g CIVIL ALA v J�a CIVIL ENGINEERS J1A.ND SURVEYORS A ,� 1' �, ,'tiLlo T'L� -��' �� DATE 939 main st. yarmouth, ma 02675 it j OFFICE: -NORTON, MA. MORTON BUILDINGS GENERAL SPECIFICATIONS Joe NO. 122-1461 LAMINATED COLUMNS NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE 111, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANC OH RAGE COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR c SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN "' OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN, ADDITIONAL CONCRETE NT MIX. IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8 INTERVALS.LS. P ASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2 x8 S2S AND CENTER SPLASHBOARDS - S L MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER 1 ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS, ASSOCIATION SPECIFICATION d M C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. 4 f- cn �J z FRAMING LUMBER -SIDE NAILERS ARE 2„x4„ S4S OR 2n x6n SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. —� z to Q Q J T ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4"' S4S NO. 2 OR W z WITH ALL JOINTS STAGGERED A " C ,, _ ry 0 BETTER ON EDGE SPACED APPROXIMATELY 24 O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. � ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS i Q REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED ch M UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNLE*D IN ACCORDANCE WITH � PLOT PLAN DONE BY: � on sup; CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING 11, vete 1°r�c: W o DOWN CAPE ENGINEERS, INC. 30:9 - GALVANIZED OR AZ55 939 MAIN ST. YARMOUTH MA.02675 1 SIDING PANELS (KYNAR 5001HYLAR 5000) 0.019 MIN., G90 G L g�,'_ 508 362-4541 '`moo - ry ii - FINISH. PAINT IS !1 % GALVALUME, WITH AN ADDITIONAL BAKED ON KYNAR 500/HYLAR 50001t� Q NOM. 1 MIL THICK ON EXTERIOR. MA 0�346 m ROF EX 2000 (TM)) 0.019" MIN. i ROOFING :PANELS (FEUD L , AZ55 GALVALUME WITH AN ADDITIONAL BAKED-ON THICK `POLYURETHANE PRIMER AND KYNAR 500 HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. TRIM - DIE-FORMED TRIM OF 0.019 MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL I - - TYPICAL LUMBER SPECIFICATIONS - 1997 NDS ON GABLES, RIDGES, CORNERS, .BASE, WINDOWS, AND DOORS WITH SAME FINISH AS SIZE DESCRIPTION BENDING VALUE Fb : ROOFING OR SIDING PANELS. 2"x4' N0.1&2 SPF 1313 PSI ® ti 2 x4 2100f MSR SPF 2100 PSI f . GUTTERS - 5 K--STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 2 x6 N0.1&2 SPF 1138 PSI 2 x6 NO. 1 SYP 1650 PSI 2 x8 NO. 1 SYP 1500 PSI { FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING, 2 x10 NO, 1 SYP 1300 PSI 2 x12 NO., 1 SYP 1250 PSI ADDITIONAL NOTES ALL 1950f MSR SYP 1950 PSI 1 PLOT PLANS AN RELATED DETAILS HALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 1 1 2 x16 LAMINATED VENEER LUMBER 2800 PSI ,) ALL LO A S D EL E0 L S 3 1 2 x15 GLU-LAM 1650 PSI BUILDING DESIGN CRITERIA 5 1 4~X1s 1 2 GLU—LAM 2400 PSI 1 OF THESE DRAWINGS. - USE GROUP S-1 _ DRAWN BY: KP-873 { 5 1 4 X19 1 2 GLU LAM 2400 PSI CONSTRUCTION TYPE 56 016 DATE: 12 2.) ALL INTERIOR PARTITIONS .AND ROOM FINISHES IF NOT INCLUDED. WITH THESE DRAWINGS SHALL BE PROVIDED LIVE ROOF:LOAD..DESIGN 25 PSF NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. / / L WIND LOAD 100 MPH. EXP. C CHECKED BY: JB j BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY FLOOR LOAD 125 PSF FLOOR AREA, 2100 SQ. FT. DATE: 12/11/01 ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. REVISED DATE. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES T DESIGN REVISED DATE. I HEREBY CERTIFY THAT THE STRUCTURAL L DE GN FOR THIS BUILDING WAS t D BY ME OR UNDER MY REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES, DIRECT SUPERVI ESQ I AM A DULY LICENSED/ , REGISTERED P ONAL EER. _ REVISED DATE. I� I j 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC � M1CF1A.-L L. � M0C0RI11C JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 0CIVIL' EL l: McCORMICK, P.E. NO. 41121 p T '+� S 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR E l a '# 41121 5000 IS A TRADEMARK OF AUSIMONT, USA. , XP. DATE: 6-30-02 k HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN FOR '�°rr�rrrrrry� SHEET INDEX � CS2x4FK 10-00 "� ° THIS BUILDING WAS-PREPARED BY ME OR UNDER MY ��,��Rw ARc�i I DIRECT SUPERVISION AND THAT I AM A DULY ICENSE SHEET DESCRIPTION ARCHITECT. �- n 1 OF 4 SPECIFICATIONS & SHEET` INDEX n�PORIA �� ILLINOIS ~ WAYNE NC • 2 OF 4 COLUMN PLAN & ELEVATIONS DATE: — ARC � �� � �e� 3 OF 4 SECTIONS �$�� c.ra� s SCALE: AS NOTED LICENSE # 8976 �: ,.,.� �n� �`�°� 4 OF 4 TRUSS DRAWING & DETAIL ���y SHEET No. EXP. DATE: 8-31-02 w 1 of 4 ' OFFICE: VENT-A-RIDGE NORTON, MA. 12 T#16 GABLE TRIM JOB N0. 4 122-1461 5" O.G. GUTTERS J HI-RIB STEEL HI-RIB STEEL �1 T#21 CORNER TRIM T#21 CORNER TRIM { T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM T#167 BASE TRIM M SOUTHEAST ELEVATION NORTHEAST ELEVATION o VENT-A-RIDGE 12 T#16 GABLE TRIM ry 4 �- --- a o M 5" O.G. GUTTERS _1 z Q a HI-RIB STEEL W _ HI-RIB STEEL � z T#21 CORNER TRIM T#21 CORNER TRIM ry C== 0 Q T 167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT` HI RIB STEEL WAINSCOT 1 T#21 CORNER TRIM T#21 CORNER TRIM LL I T#167 BASE TRIM T#167 BASE TRIM m W 0 NORTHWEST ELEVATION SOUTH WEST ELEVATION (� a. Q ry w Cl v Ro I I rI- CrVI rn sh N pC µ U I Q 7 ve SurC4 11-3U. 9j 7-4 1/2 T-6 7-6 T-s 7-6 r-6 7 s 7 6 7 s "'+moll ++I # lyoY P• 1'-O" VENTED SIDEWALL OVERHANGS lkiddl e; i! W� 2'-4 1 2" I MA 023 / 46 { 1 -0 NON-VENTED ENDWALL OVERHANGS Q a 29' 9" 29 -9 - --- „ .. ,� , COLUMN PLAN LEGEND 180 180, 180 180 1$ o 180 18o 18o 18o 18 � 27-101/2 N 18" D� 0 3-2"x6" LAMINATED COLUMN LOCATION a 3-2"x8" LAMINATED COLUMN LOCATION W/ I O 2'x8"x7' SPLICE STIFFENERS I I b ■ -- 22'-4 1/2" -- - I HEADERED .TRUSS LOCATION ' 18„ C 0 C C4 3068 9100 PLAIN FLAT SLAB WALK DOOR W/ LEVER LATCH, DEADBOLT, & CLOSER m » " 3 3 Q - 12'x14' INSULATED OVERHEAD DOOR DRAWN BY: KP-873 { _I CONTINUOUS 2 x4 LOWER CHORD , " " 30 S.C. TRUSSES I Q (2) 12'x14' NONINSULATED OVERHEAD DOORS DATE: 12 6 01 TRUSS TIES AND 2 x6 DIAGONAL / / 1 END BRACES APPROXIMATELY 7'-6" O.C. TYPICAL 18" 15`-10 1/2" -, 1/2 HEAVY DUTY THERMAX (ROOF ONLY) 14'-10 1/2" — 7'-6" O.C. TYPICAL N " - (4) 3065 SKYLITES W/VAPOR RETARDER CHECKED BY: 18 +» 13-10 1/2 18 4 18"� 18" DIAMETER FOOTINGS W/ DATE: N 0 8" THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI=M X I REVISED DATE: I i CONCRETE AROUND COLUMNS WHEN I C Q C 1 SETTING. REVISED DATE: 7'-4 1/2" _ 18"0 3 3 REVISED DATE: N B A ( REVISED DATE: � 3 3 18.' ROUGH OPENING SCHEDULE " , " „ ,. , ,. 1-10 1/2 18 � 18018o 180 180 180 180 1$ 0 180 18 � UNIT SYMBOL 0'-0" ■ t of-of FROM LEGEND ,em�snas��n O ,� WIDTH HEIGHT "`_" _ \ 37 3 4' 80 3 4" ED A&c W. B A 2-9 3/4 3 N-) 2 4 1/2 ° � ,x4 No. 89761 I I I I I I I `,; PEORIA � 7-4 1/2 12-0 7-8 1/4 7-6 7' 6 7 6 7 6 7 6 I9tOk I�IEIr L. �+ a LINOIS z rcOC�Ft111CMC CIVIL �' yayyyyr TYQt-M� Oo���4 -0. 41121 rQca�as sa€�a` Kle O V N N O O d O V I \ i i I I h I� iV n 2' 8, SCALE: AS NOTED SCALE: SHEET NO. COLUMN PLAN r' 4' 16` 2 OF 4 OFFICE: NORTON, MA. JOB NO. 122-1461 L I i (2) 1/2"x 5 1/2" M. BOLTS h 1 NOTE I d ♦ IDENTIFIES ITEMS THAT ARE NOT ~ PROVIDED BY MORTON BUILDINGS, INC. OR_MORTON BUILDINGS' SUBCONTRACTORS 30' S.G. TRUSS AND ARE THE OWNERS RESPONSIBILITY. O o (3) 2%8" STUB COLUMN M I FF2000 HI-RIB STEEL HEADER NAILING SCHEDULE 2 x10" HEADERS " „ ►, HEADER STUB JAMB 2 x4 PURLINS 0 23 O.C. „ MEMBER COLUMN COLUMN (� NO. 2 SPF) (2) 2 x12„ HEADERS T X 1 „HEAVY DUTY THERMA 4 BEV. PURLIN 2"x8'► BLOCK EA. 2 x12 $ 4 A ry MESH T# 124 2„X1Opt 4 4 WIRE E T# 129 O.H.D. d � T#178 e� cb M 2%2" BLOCK o 2 x6 BEV. FASCIA o NOTES. I ALUMASEAL - 5„ O.G. GUTTERS T# 151 I 1. NUMBERS ABOVE ARE-20d R.S. NAILS ._1 z T# 153 REQUIRED PER CONNECTION. Q • o T# 154 - 2. PRE-DRILL HEADERS AS REQUIRED Q >- T#144 & 146 FASCIA TRIM 30 S.C. TRUSS 1� 3 " W = 2 x3 JAMB BEYOND'` GRADE TO BOTTOM IF PREVENT SPLITTING. z I SOFFIT '- ( ,► „ 3. IF NUMBER OF NAILS .REQUIRED FOR � � O y BOTTOM 2 TREATED) OF 2 x6 BLOCK 1 M. BOLTS & HEADER TO JAMB COLUMN CONNECTION 0 HI-RIB/SOFFIT CAP (2 20d R.S. 2 " " AM COLUMN BEYOND A SPLITTING, O 4)) Od R. NAILS (3) 2 x6 JAMB CO (BEYOND) 1S EXCESSIVE TO CAUSE S L G, � a 1 O2 „ „ " THE EXCESS NAILS MAY BE INSTALLED 2 x6 OVERHANG NAILER 2 x6 TRACK BLOCK (BEYOND; I BOTTOM 2' TREATED) IN HEADER SUPPORT BLOCKING. Q J ppT M ' HI-RIB STEEL KYNAR O H D HEADER SECTION U B O „ SCALE. 1 - 1 -0 3-2 x8 LAMINATED COLUMN W/ W O 2„x8"x7' SPLICE STIFFENERS ry 4 ROWS 2"x4 NAILERS r -Q (2100 MSR ;SPF) Li 160-Opp m GRADE TO HEEL I' T#167 TRANSITION TRIM 2►'x6" NOTCHED NAILER HI-RIB STEEL WAINSCOT (KYNAR) co, ` on S SENSE 7/16„ OSB PROTECTIVE LINER 1 ve mate U 3 Q91 T#167 BASE TRIM p (1) ROW 2 x8 TREATED SPLASHBOARD 1 ° Geo 4 CONCRETE FLOORA 02346 e A id FINISH GRADE BASE 4 MINIMUM COMPACTED GRANULARB CONCRETE FLOOR NOTES 1. 3500 PSI, 5 1/2 BAG MIX CONCRETE. " " z. REINFORCING: 6X6-10X10 WWM. 2 x6 UPRIGHT DRAWN BY: KP-873 4 -O 3. SLOPE GRADE AWAY FROM THE BUILDING 2"x8" HEADER 0 2% MINIMUM FOR A DISTANCE OF 5'. DATE. 12�6/01 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. CHECKED BY: 2"x6 NAILER 48M BASE ANCHOR N "x1 H A R DATE: 2 x6 BLOCK 2 0 E DE e 8" THICK READI-MIX CONCRETE PAD. °• PLACE A MINIMUM OF 8" READI=MIX T# 124 REVISED DATE; e�' CONCRETE AROUND COLUMNS WHEN T# 129 O.H.D. . REVISED DATE: I I SETTING. 2 x2 BLOCK REVISED DATE: 18"0 T# 151 ALUMASEAL REVISED DATE: T# 154 T#_152 14,-3„ " GRADE TO BOTTOM SIDEWALL SECTION A-- A 2 x3 JAMB (BEYOND) OF 2%6" BLOCK " _ (3) 2"x6" JAMB COLUMN (BEYOND) OF 100 MPH, WIND LOAD 2%6" BLOCK (BEYOND) " 4ICHAEL L. MCCORMICK � I CIVIL (A OHD HEADER SECTION C— C No. 41121 SCALE: AS NOTED SHEET NO. 3 of 4 OFFICE: TRUSS SPACING 7'-6" O.C. NORTON, MA: LIVE LOAD 25_ _•PSF JOB N0. 122-1461 DEAD LOAD 4,�.PSF CEILING LOAD 'PSF 11x11 TOTAL LOAD 2,,_,9 PSF PI. I 7'� 2 _ eeee ee N WEB #2 rC 3x5 ~ 6,3#, WEB #1 PI. 12 I N 4 906 PI. I WEB #3 803 PI, as 3x5 13x8 Pi. a°ee 8x10 H.B. eeeee eoo PI. 18 Ga. .ee°° seas see ee Pl. %else sees e Os00 soe oeeo0o ee000 soeo - I 2"x8" L.C. #1 8888 800 2 x8 L.C.L,C. #2 ° CAMBER AT CENTERLINE 3 4" 510-1/4 14'10-1;/2" o, 2"x4" PURLIN TRUSS DESIGN SPECIFICATION. Truss has been designed by computer using the Purdue 1/'' _j z Plane Structure Analyzer IAW current standards and F C P, 3 0 S. C. TRUSS Q - Tp Q nprinciples. specifications of recognized engineering SALE: 1,�2 1 -0 a: z ' = ' " �? W ; Trusses are manufactured by Morton Buildings, Inc. LUMBER SPECIFICATION (1997 NDS for Wood Construction): O ' I Lower Chord -- 1950f 1.5E MSR Southern Pine II --- No 1 K.D. 19 Southern Pine Q Top Chord 60d R.S. NAIL II Web Members -- No. 1 K.D. — 19 Southern Pine g PLATE SPECIFICATION ICBO Evaluation Report No. 292. TRUSS L ( P ) 20 ga. GALV. PURLIN CONNECTOR (n x ASTM A-446 Grade A 20 Go. and 18 Go. where noted, ry galvanized steel Morton truss plates identified by a TRUSS 9 alon the center of the late. •�• ,,'`\ W O hexagon stamped every 1-1/4" g p a RAFTER LENGTH 15 8--1/8" ry Webs are 2x4 s except where noted Q { / l TREATED COLUMN STIFFENER APPLIED ON THE • M 1 RIGHT FROM O9x1" TRU—GRIP SCREW ON..SIDE OF THE COLUMN AS VIEWED 0 # UPPER COLUMN T PEAK SIDE AND 2 ON EAVE THE INSIDE {SIDE WITH LOWEST SPLICE CUT) O SIDE OF PURLIN IN HOLES SHOWN 45 BEVEL AT TOP JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2 x4 BUTTED PURLIN DETAIL SCALE: 11 1'—Q" spa 'i mo LOWER COLUMN LOWEST SPLICE CU , 6 —0 NOTE. NAIL STIFFENERS TO LTCEN DRAWN BY: KP-873 BUILDING COLUMNS 8 O.C. Co SE BUILD " nstruction Super•, DATE: 12/6/01 STAGGERED WITH 20d GUN Effective Date INSIDE OUTSIDE NAILS. PLACE 6 ADDITIONAL 11- Lic. # CHECKED BY: NAILS NEAR THE COLUMN 30-91 I Bn�nson 044694 DATE: SPLICE. s Geofrey F. l M ATE: � Middieix,�� Drive REVISED D ; ; rO, MA 0234 G� REVISED DATE: 1'—O" qp 45' BEVEL ON BOTT O M F REVISED DATE. S , NC REVISED DATE. , NOT FOR FOOTING DIAMETER AMOUNT OF SACKRETE OR � AND READI-MIX, SEE PLANS, 4 -0„ OF BASE ANCHORS ;.• ' � ,. . FOOTING :::,p.rc jo mccof 6 ICI( CIVIL NO. 41121 'P EN COLUMN SPLICE- STIFFENER DETAIL _ SCALE: 112 SCALE: AS NOTED SHEET NO. 4 OF 4