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Home My WebLink About0455 HUCKINS NECK ROAD a i � M a r t v .,. _ ,. ro � ��e ��. .n'd as �- e �• 6 _ a ` t a .. o,FIKE T°'f► A pplicadoa number........................................!:l 's R�R1VrT43= .V. PemitFee....: .1 OfiierFCe.......... ..... BUILDING DE . , otat Fa Paid.............................. ........................ TOWN OF BARNSTA13IAB 0 3 2019 P� .0 ...............on:: . a�..Qiq... Approval BUILDING PERMW'NN OF BARNST BLE .233 N............................:.............. � APPLICATION .........................:............. k b YA vv24 . AJ04 C WAit COt� s Section 1-- Owners Information and Project Location 4, --Project Project Address 4.55 N 0 c L�n s N e�k �R o Village C eA3Tfvo l Own ers NameY,4s-u K A V 4 �t'Ci�►Z Owners Legal Address 0 11 l 13 u A o l s y to o l e yA R N City State Ma iz-y 14u> 7ip '2 odr7 X Owners Cell# .3 G 1 7 ti 3 3 Ismail YA V ur Z,4 • No A Q ^y MA;► . Co m Section 2—Structural Use r4 Single/Two Family Dwelling ❑ Com=aial_Stractare;over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3—Type of Permit ❑ New Construction ❑ .Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire siruct4e) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ddition ❑ Retaining wall ❑ Solar L�6 Renovation ❑ Pool ❑ Insulation Other Specify Section 4—Detail b Cost of Proposed Construction Square Footage of Project t' S F Age of Structure q (a Dig Safe Number #Of Bedrooms Existing o2, Total#Of Bedrooms (proposed)_SA•'"� *2' 110 NTH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist [Design :r Last updatad:1 M12017 el- 4#ided ,P. qll Section 5 -Work Description ,fe11Q(�KeAJt fry/tckS &,V(bjPeL ?�4Tla /UA/!/B0�' kli414 veuJ E�Ucla/ td.��Te�i/GD��Oory V_OUl bed olf)O ! wlGk '4f 4,1 r--W bkTN 0V lVe 10M,100y . Co�vvedt ,_CJ�(l� �f ,Pxc/rir y 4"'iepewl 1,4/61 IAJt ,BEDVOaNf <N70 aL<<<t 10/-4 RJLul d/eN�f ,�Jetu uJ064)6,11 J),ecK; o,v oA 6e4/T/o� ��HYdaryr AJ•ea) d ic�iNf q Gt/� 4 se,//?s oou a4ele- /iodde. Section 6—Project Specifics W ' g ❑ Oil Tank Storage M/Smoke Detectors P bing ❑ Gas ❑_Fire Suppression .Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑;Priv`ate, Sewage Disposal ❑ Mimicipal CJ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility" A/M f0✓A 04dfe I am using a crane C Yes No c/40up Wit m . ._.-.- Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No 0 Section 8—Zoning Information Zoning District ' 1 Proposed Use /�ed�I�u'i" Lot Area Sq.Ft y7 c✓ Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed— Rear Yard Required Proposed` -` Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes El No Last update 112017 L_ Section 9—Construction Supervisor Name ?S 1 P o 00�� Telephone Number Address City State ,Zip License Number License Type Expiradon Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date I: �� a�,�,�✓ Section 10—Home Improvement Contractor Name Telephone Number 4 Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your FLI.C... Signature Date Section 11—Home Owners License Exemption Home Owners Name: �AU y1- MAh-tAk, 4�v�yF►� K&c. C1Arey 4 Telephone Number 3 01 S S 1- '7 q 3 3 Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docimmentaiion required by 780 CMR and the Town of Barnstable. X Signature Date X APPLICANT SIGNATURE S1 Signature Date i Print Name VO?-'M A 4 V�►' H��9- Telephone Number E-mail permit to: 'I Y A%I v L A a NO A C. _1 MA; t , con o w-oEt J rAH a C om esa j T.N e-e Last updated.1 in2017 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(ifrequired) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire deparfinent for approval Section 13— Owner's Authorization I, - Yi� /y� 4N�� t�� as Owner of the subject property YherebY authorize &u o z A n/4 u-rA tz_ to.act on my behalf, in all matters relative to.work authorized by this building permit application for: yss' //vck�n s #,cc& eevr-er�`/lam (Address of job) Signature of Owner date X Print Name I a I f a Last updatr.&1I!7C'017,r Section 12—Department Sign-Otis e� Health Department Zoning Board(if requir ffistoric District Site Plan f ew(if reggired) � M Fire Department El CoIISONat im For carnnserczal work,please take yourphu s .�:e y t o the.fire dopotnent for rovaL Sectidn-11-- Oiviierla Autho ation L YX A-1Z 4M,4 ,K� M Owner of ule sabject property hereby authorize VA u k)� I�A/A u-rA� -- _to act can my beb , mall matters relative to work authorized h 4�baU g pew t a YPLC:4'�0n b f Slgnat of � ie. =,e .' Print Name , l bastupdatzl:I117M17 Simon 9-Construction Supervisor Name a wN d Telephone Nmnber Address City State License Number License Type E tpirat on Dafe Contractors Eman CeI ` I understand my responsibilities under the rules andsegdatians for Licensed Construction Sapery sor in accordance with 780 CMR the machusetts State Building Code. I understand the cons do'n kgvcdon rednres,specific'pro _ srspectioiis and docmneutation required by 780 CUR and the Taws of BamstabIr-Aftach a copy ofyonr lic=se. Sipat rre _ Dam �� ,��'e✓ Section 10--Home Improvement Contractor Name 1 eiepilione Number = Address ' State Zip egisnation Number E piratim Date. I understand my responsrbilities'under the rules and reguMcw ft HLTmo haynyn med Contrctcas in accordance with 780 CMR the Massachusetts State Building Code. Irandorstandthe canstrucdon inspection procedures;specific irsspections and documentation required by 780 CMR and the Tom of Barnstable.Attach a copy of yow RIC . Side Date Section'II HGine owners License Exemption •" Y Home Owners Name: U1. f-O)A1� #ARC op t' P?E� Fs d'zn Telephone Number 3 of" 'T 5'1 4 3 3 Cell or Work N=*ber O� 6071 X I understand my responsibilities under the rules and regulations for Licensed t amstraction Strpe-Tvisor in accor3ance wi h 780 , Y CMR the Massachusetts state Building C911e. I mdetstaad the construction TiL T-Ctim procedLffs,specific inspections and documeatatian required by 780 M. R and1the Town afBa nstabb. sign, 'din-e x -�Date Print Name. phnt✓Nber v Emmail permit to;.. A V V Z: C� If,1-4 t 0 wa6#J rAH e. f ors e.j November 23, 2018 STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION FOR A BUILDING PERMIT 1, We Yavuz Anahtar, Nuray Anahtar, Dougal Maclaurin and Melis Anahtar own the property at 455 Huckins Neck Road in � Centerville, Barnstable County , MASSACHUSETTS I have authorized YAVUZ ANAHTAR to act as my agent to apply and obtain a building permit in accordance with 780 CMR the Ma ssachusetts State Building Code. SIGNATURE OF OWNERS r APPLICANT'S ADDRESS: Yazuk Anahtar RA, NCAARB, CDT of NOA ARCHITECTURE PLANNING 6111 Bradley Boulevard, Bethesda, Maryland, 20817 APPLICANT'S PHONE: (301) 951-7933 The CbmimJn wealth of Massachusetts Department'of Industrial Accidents of ice of ttruestiganorz 600 Washington Street Boston;MA 02111 �vvw.mass.gov.�dzu "' - Workers' Compensation Insurance Affatiavzt;Builders/Co-ntlractorslElectricians/Plumbers. ADDHeant Information \_,f Please Print Let ibl_y_ Name(Business/Organizanondodividial}; A V I- A ml-$ 41K :Address: to l 1 1 'an.401ey �r,�►��at City/StatdZip: I'C+h ed It-A* ,e hxr Phone#: .3 0. 1- ys 1 "?•y 3 3 Are you an employer?Check the appropriate bow Type.of ecf(re e � 1.0 I am a employer with C.d I am a general contrac#or and I 6. pro , employees(full and/or part-time).*, . . have hired the sub-contractors ew Iona action 2.❑ I am a sole proprietor or partner- . listed on the attache.sheet 7. Q temodeli ag ship and have no employees These sub-coutractors have a. Demolition working for me in any capacity: employees and have workers' [No workers'comp.insurance camp.insurance.l 9. [�Building addition rimed. S. [� We are a corporation and its 10.[ Flecfa cal reps:or additions 3. I am a homeowner doing all work officers have exercised their - 11.Q Plumbing repo-s or additions mysclf.[No workers'comp.- right of exeanptian p er MGL 12.E]Roof repms . in� nce required.]t c. 152,§1(4),and we have no employees.[No workers' # 13. ,Other- comp. nsuranca required., , *Any applicant ihat check boss#i must also fill out the section below shooing their workcrs'compensation policy irrfT oration t Homwivn s who submit this affidavit indicating they am doing all work and then.hire outside coubzct�rs must subraitanewaffidavit indimting such: +Contractors that check this box must attached an additional sheet showing the nzinc of the sub-corrtacfors and stair�hcthcr or not those entities have mVloycm if the sub-contractors have employees,they must provide their workesrs'comp;policy number.. . I ar>7 an employer that is providing workers'conrper safiara b-uurance for my aFeloyees. Belbw'ig thepo&y aAd fob site ' information, Insursace Company Name: Policy#or'Self-in$.Lic.#: BTira5on Date: Job Site Address: .e A, -e.per a,o i' 'ify tafeJ�ip,• Attach a copy oft&workers'compensation policy declaration page(slto:aing the' policy number and'fi-anion date). Fai3iae to secure coverage as required under S action 25A of-MGI.c.152 earl lead to the imposition of criminal penalties of i fine up to$1,500.00 and/or one-year imprison cent,as well as civil penalties in the form of a STOP WORK.ORDER and a fine: of up to$250.00 a day against the violator. Be advised that a coPy of this statement maybe forwarded to the 056e of Investigations oftheDIA for in�r anc( overage verification Ida hereby certify under the.paii s enald-es of perjury drat the information provided ab&ve is true amd correct, Si attire: X Phone#: /L4p G4 3 O`� / 3Pl Offzei#use only. Do not write in this areato.be congIetedby`:V or Iowa oficiul 0q.orTown: _ <. PerinitUrense# Issuing Authority(drele_one) 'I.Board of Health' 2.$nfiding Department 3.City/Town Clerk: 4.Tlech ical iopector.S.Pluifi}iing Inspector, .6.Othe,r R Contact Person. Phone i#: ....To-vn of Barnstable Building Department $ Brian Florence CBO F • Building Commissioner Ass 200 MaM Street. Hyannis,MA 02601 >' b39. ►,� Fvw:w.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230' I`0ME01V'NFR LICENSE EXEMPITON E `�� Z{�l Please Print DATE: jop LOCATION: 5S Jd v c kr'�y s N e c K -Ro A e t�►'y I!� number -• street i'iilage HOMEOWNER.": A u u Z d N R b¢�A t2 3 a _ R S, '3 S 3 3 t c, •t `d v to A . WA Q name home phone:tt work phone u S lr►Rt'I c p., CURRENT MAtLftdG ADDRESS: b III B?-Apjt V SUU l eVA1Z D city toun ante zip code The current exemption for"homeowners"was.extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,` `roomed that the owner acts as supervisor. ` DEFINITION OF H0MEO1VV*VER Person(s)who owns a parcel of land on which he/she resides or intends to reside,,on which There is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use andlor farm structures. A person who constructs more than one home in a hvo-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that hdshe shall be ` responsible for all such work performed under the building permit. (Section 109.1.1) "rhe undersigned"homeowner"assumes responsibility for compliance the-state Building Code and other ` applicable codes,bylaws,rules and regulations. ` The undersigned"homeowner-certifies that he/she understands the Town lit'Barnstable Building Department. minimum inspecti procedures and requirements and#hat hetfshe will comply'with said procedures and requirements. Signature orHome Approval of By ding Official r" Mote: Three-farr»lydwellings containing 35,000 cubic feet or larger will be required to eompik with the k State Building:Code Section.127.0 Construction Control. I3 OMEONVNEWS EXE-mp-r ibN • The Code states that: "Any homeowner performing wort;for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s).for,hire to do such work,that such Hommeawner shall act as supervisor." Many homeowners who use this'exemption are unaware that they are assuming the responsibilities of a supervisor(see Append x.Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) -This lack of awareness often results in serious problems.particularly°When the homeowner hires unlicensed persons: In this case,our Board cannot.pcoceed against alre unlicensed person as it wautd►with a licensed Supervisor. The horneovvner acting as Supenisoi is ultimately responsible. .: To ensure that the homeowner is fully aware of hts%l er responsibiliues,niany communities require, , as part of the permit appli ation,that the homeowner certify that l elshe understands the responsibilities of a' ' Supervisor, On the last page of this issue is a form currently used by several.towas. You May care'to amend and adopt such a form/certification for use in your community. , Town of Barnstable n il • BARN r E Post'This Card So That it is ble From the Street-Approyed;Plans.Must be Retained'' Job and,'Al Card Must be,Kept 6 $Posted Until in Inspect on Has Beery Made i • �►naI° Where a Certificate of Occupancy is Required,such Buldmg shall Not be Occupiedt°until a'Final ln5pection has been madeg -WIN Permit NO. B-19-126 Applicant Name: MACLAURIN, DOUGAL&ANAHTAR,MELIS Approvals Date Issued: 06/20/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/20/2019 Foundation: Location: 455 HUCKINS NECK ROAD,CENTERVILLE Map/Lot: 2337048 Zoning District: RD-1 Sheathing: Owner on Record: MACLAURIN,DOUGAL&ANAHTAR,MELIIS Contractor Name: Framing: 1 Address: 23 SIDNEY STREET APT 205 Contractor License:,. 2 CAMBRIDGE, MA 02139 Est. Project Cost: $ 101,000.00 Chimney: Description: Replacement of windows in existing patio/sunroom, Ne.w.wooden Permit Fee: $565.10 deck per approved drawings. New Siding, remodel,existing kitchen Fee P..aid>`.;' $565.10 Insulation: and bathrooms. New HVAC system 1 Date 6/20/2019 Final: Project Review Req: Approved revised Plans submitted 06/03/19 < Plumbing/Gas a � Rough Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized b n s y this permit is commenced withiix m onths after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the`approved construction documentsfor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures'shall be in with the local zoning by-laws�and codes. This permit shall be displayed in a location clearly visible from access street or,;road a d shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire ,fficials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:( € ` Service: 1.Foundation or Footing }} �� 2.Sheathing Inspection i 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation tow Voltage Rough: 7.Final Inspection before Occupancy Low Voltage final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c:142A). Final: Building plans are to be available on site fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ppr th-Tto /fUoqZDyLn . w Wjuows �k is <961, 1110, .' 6,q� �7,9 F r .. Town of Barnstable Building g Post MUM -So,That tt I s1 ky, ble From the Street Approved-Plans Musi be Retained on ob and=this Card Must be Kept F � ,�Yxx �� ' "'" pastedUntil Final Irtspectlon Has'Been Made cx �i a t s Wherea Cert�ficateof 4s,Requir , BddighalO nsb Permit 14, t Permit No. B-19-126 Applicant Name: MACLAURIN,DOUGAL&ANAHTAR,MELIS Approvals Date Issued: 06/20/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/20/2019 Foundation: Location: 455 HUCKINS NECK ROAD,CENTERVILLE Map/Lot 233-048 Zoning District: RD-1 Sheathing- ...... .. x r Owner on Record: MACLAURIN,DOUGAL&ANAHTAR,MELIS a b f ` f Contractor Name''. Framing: 1 x. '„ Contractor:Ucense Address: 23 SIDNEY STREET APT 205 2 CAMBRIDGE,MA 02139 k " Est"Project Cost: $101,000.00 Chimney: s a 4 Description: RPmodal-of-raisad-r —r lacement of existing enclosed Permit Fee: $565.10 W1 ` Insulation: patio/sunroom wbth r' Fee Paid: S 565.10 G M P� of4ee with g. New wooden deckon right Date r 6/20/2019 Final: side of house. Remodel Kitchen abnd existing bathrooms New Plumbing/Gas siding aod-Feef-on whole house. New HVAC system(convert to gas) s y y, t Rough Plumbing: Project Review Req: Approved revised Plans submitted 06/03/19 : "' Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by Yli s permit is commenced within six inonths'a. er:issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures`shail be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access street or,road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ' r- >§ - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health. Wo shall not proceed until the Inspector has approved the various stages of construction. lip rsons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: f Town of Barnstable, / Building department Services, Town Office Building, 200 Main Street, Hyannis, MA 02601 \ Attn: Brian Florence + Building Commissioner r- V ' Re: The building permit for 455 Huckins Neck Rd., Centerville Project# B-19-126 Dear Mr. Florence, Our building permit was issued on 6.20.19. We had our project bid several times through the Summer and Fall, but all bids came in well over our budget. It became obvious that we could not afford what we wanted to do and reduced. the scope to some interior remodeling and deck addition. Last month we came to the building department and submitted the scope change. The revised scope is now correct on "ViewPermit". Since it has been almost 6 months since the permit was issued, it is about to expire. We were told that we could request an extension together with a $50.00 fee. We hereby respectfully request a 6-month extension to be granted. A printout of,the,"ViewPermit" page and the $50.00 check are attached. Please let us'knowif you have any questions. Sincerely. Yavuz n htar, (240) 3-8091 6111 Bradley,Blvd., , t, Bethesda MD.20817 ." " ^ T -.a6 it.rY r'1 "�.�,.w. .. !f.r# :(• r.l"...'3 $ • . . l.f ,'E1 St:MrW. } 44r. .r,.. ...ry if` fep'.': 2,Y..�t ..*'!',_ '' C.jlC ',.�.y` f... r $.J !r„t i,t:" .>: .i j2lc { Y ! �t�� to ,s':,�' �- yJ .t t•.•t , t ,- r � c f, $ . ,. r, F,.. � �s ,�..�.-.•{ �aE�€'a,.�,c�.0 l.,t' . A.f. ,. . ;'6..��:#„',.3� !s'.. y3L7" '.t l�, �;q�,�y,r ±t'.� �; ��l �' x�;x= F,. _ e �t 1 u a 8 bra x a ^ a5a, IMF 1w mu 367 nuray@noaarchitects.corn(Home Owner) Project #: B-49-126 Location: I ILL . Issued Balance .0 Y a. A I It Mi3 3 w ,,,.a b. 1x - �wF �� " < .. � \ � x.., us��.a.�C .'i'm t•�'':x. .�'i..�a S�' ,. �.. .�.1,•x ...y .., �s Occupancy Type _ Building Type Date Submitted � Date Issued Permit For fi Residential Single Farni e,: 1.11 12019 6/2012019 BUilding-Addit niAlteration-Residential < Project Cost Permit Fee Additional Fee Total Fee Tntal Paid ltlt3Ct $ 15.10 $50. $565.10 $565.10 Work Description :. r.,» Replacement of windows in existing patiotsunroom,_New wooden deck per approved drawings.New Siding,remodel existing kitchen and bathrooms. New H AC systern � OWNER APPLICANT MACL.AI_I.RIN,D0U Al. .ANAATAR,h4ELIS M1ACLAURIN,DOUGAi_ AHTAR,l ELI x: 23 SIDNEY STREET APT 205. 23 SIDNEY STREETAPT 205 . . -iCANI RI GE NlA 02139 CAMBRIDGE MA 0213§ . .: .� CONTRACTOR t D °Its Photos_ 455 Huckins Nee k 455 HN SITE PLA N 455 HN A3 o.polt 455 HN Revised ap rovedpianB-1 9° .�._— ,_._.......:_....__W. .. :. .{�r. ,;,^....., __'"__.. _..._, ..............._.,,__,_..,...,...,.,... _...,...:.,__.,..»w...._ ,. . ems... ,.,,.., _�W,.._ ..,.._.....,.....,....._.._. t Barnstable Bldg. Dept. 455 HUCKINS NECK RD r i CENTERVILLE,MA 02632 I / I e 10 I 1 1.7.2019 R2:6.18.19 � I I I I� - - I I Nuray Anahtar,AIA NCA Architecture Planning Interiors,LLC I ENCLOSED PATI BEDROOM#2' 7925 Glenbrook Road,Suite 9-C ooa I Bethesda,MD 20814 (301)951 7933 I NEW SMOKE N. ' info@noaarchitects.com HEAT ALAR www.noaarchitects.com I . 1 I j ;` - - -y - - - - - - - - - - - - - -7 A O2 I SHED I NEW CARBON MONOXIDE NEW CARBON I — ALARM —-MONOXIDE - co t0 ALARM EXISTING SMOKE T I ALL NEW SMOKE&HEAT,'!,-ARMS SHALL BE FAMILY ROOM ARM /tip �! .INTERCONNECTED.WIRELESS INTERCONNECTION IS a r 002 '✓��V �I ACCEPTABLE. INTERCONNECTION OF SMOKE ALARMS IN AISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT RESULTIIN _ STUDIO/ REMOVAL OF INTERIOR WALL OR CEILING FISHES WORKSHOP I EXPOSING THE STRUCTURE,UNLESS THEIR IS AN F003 ATTIC,CRAWL SPACE OR BASEMENT AVAILABLE THAT —— COULD PROVIDE ACCESS F IN INTERIOR ONN TION WITHOUT THE REMOVAL OF INTERIOR FINIS ES PER EXCEPTION TO IRC R314.4. SMOKE ALARMS ARE INSTALLED iN ACCORCkNCE WITH SECTION R314.2.2(ALTERATION AND DITION) AND ARE PERMITTED TO BE BATTERY P ED. OU L - - - - - - -- - - - - RSREVIEWED BASEME T LEVEL PLAN � b 1 3/16"=V-0° BAR AB BUILDING D . Al OO FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REOUIRED FOR pERM17TI1VG Ss �.i C 455 HUCKINS NECK RD So BUFFER ZONE i CENTERVILLE,MA 02632 - 1.7.2019 R2:6.18.19 IL �---------------------- - w_ - NurayAnahtar,AlA NOA Architecture Planning Interiors,LLC — 7925 Glenbrook Road,Suite 9-C I SUN ROOM_ Bethesda,MD 20814 ( 1oa w -- (301)951 7933 info@noaarchitects.com www.noaarchitects.com j u L -- ��- - --=--� �— - - - - I A105 PLAN LEGEND EXISTING WALL TO REMAIN �C ° I i NEW WALL ., _-- WALLS TO BE DEMOLISHED I ,DINING OFFICE ROOM 10s 107 PROJECT NORTH 103 , o KITCH 1 BATH TWEsoan+ I OO 105 ROO REPLACE EXISTI G MAY BE DIFFERENT I - 00 SMOKE ALARM W/NEW 0 MOKE AND HEAT ALAR - A D RELOCATE HERE 3 EXISTING CARBON I EXISTING MONOXIDE ALARM I - =' SMOKE ALARM :LI EW SMOKE&HEAT ALARMS SHALL BE CONNECTED.WIRELESS INTERCONNECTION IS LIVING PTABLE. I ROOM CONNECTION OF SMOKE ALARMS IN EXISTING 102 NEW SMOKE& S SHALL NOT BE REQUIRED WHERE ( HEAT ALARM RATIONS OR REPAIRS DO NOT RESULT IN ® M#1 VAL OF INTERIOR WALL OR CEILING FINISHES SING THE STRUCTURE,UNLESS THERE IS AN ,CRAWL SPACE OR BASEMENT AVAILABLE THAT D PROVIDE ACCESS FOR INTERCONNECTIONOUT THE REMOVAL OF INTERIOR FINISHES PERPTION TO IRC R314.4.E ALARMS ARE INSTALLED IN ACCORDANCE SECTION R314.2.2(ALTERATION AND ADDITION) ------- ---- ARE PERMITTED TO BE BATTERY POWERED. 1 FI A103 3/16"=V-0" - -- - - - - - — - - - - - - - t.� r: Cw ' • s 455 HUCKINS NECK RD - - �- - - - - - - - - CENTERVILLE,MA 02632 1.7.2019 R2:6.18.19 _— — ( ATTIC STORAGE I Nuray Anahtar,AIA NOA Architecture Planning Interiors,LLC I E SMOKE& H 7925 Glenbrook Road,Suite 9-C HEAA T ALARM N -Bethesda,MD 20814 (301)951 7933 _ _ _ _ _ _ _ _ _ _ _ _ — — — info@noaarchitects.com I __ — www.noaarchitects.com I A108 EXISTING ATTIC -° I 203 I N I REPLACE EXISTING SMOKE ALARM W/NEW SMOKE& �J EXISTING ATTIC I HEAT ALARM HATCH I I A107 ALL NEW SMOKE&HEAT ALARMS SHALL BE INTERCONNECTED.WIRELESS INTERCONNECTION IS ACCEPTABLE. INTERCONNECTION OF SMOKE ALARMS IN EXISTING I AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR REPAIRS NOT RESULT I I / REMOVAL OF INTERIOR WALLL OR CEILING FINISHES EXPOSING THE STRUCTURE,UNLESS THERE IS AN ATTIC,CRAWL SPACE OR BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR INTERCONNECTION I /I WITHOUT THE REMOVAL OF INTERIOR HES PER EXCEPTION TO IRC R314.4. _ SMOKE ALARMS ARE INSTALLED IN ACCORDAN WITH SECTION R314.2.2(ALTERATION AND ADDITIO AND ARE PERMITTED TO BE BATTERY POWERED. O — — — — — — — — — — — SECOND FL80R PLAK0'BUFFER ZON€ , A106 3/16"-1'0" r,. _ I ADDRESS 455 HUCI(INS NECK ROAD CENTERVILLE MA MOO O SUBDIVISION NAME.NIA - \ MAP:233/BLOCK UOILOT- d" T' q SITE OWNER: DOIMaAt MCLAURIN,MEUS ANANTAR YAWZ S NURAY ANAHTAR +S', SIDNEY STREET,APT.M ENGINEER PI CONSULTINGFN. GI MRS'CAMBRI MA 021 39 ✓` ICY/ 12UDARNECTO-RD,SUITESM 206 - / I GAITHERSBURG NO18. ZONING:RD LOT AREA 0.47 ACRES WITH 2 BEDROOM HOUSE NOTES: J I•` ..- 1. THE PROPOSED RELOCATION OF THE TANK SHALL REIN ACCORDANCE WITH 1 ` ff /mil t COMMONWEALTH OF MASIAC.USEM ENNRWMENTAL CODE TITLE V . / PROP.E06E OF PAVILENi \, - P` �'�• ,. t 2 THIS PLAN IS FOR RELOCATION OF AN EKISTING SEPTIC SYSTEM,AND SITE GRADING .\ j / iJ IPROF.PAVEMENF 3. CONTRACTOR TOCPLL OIG SAFE]2HWRSPRKM TO BEGINNINGOF EXCAVATION.. /' l + y,..et. 4. PUMP EXISTING PIT,FILLMTH SAND AND ABANDON. 5 PUMPDOSP AB BAF NGSEPTIC TANK.CHECK TEE'S ANDGFLEFERTITLEV. VICINITY MAP � u 21'-fill R • 1=+ I- REEK!TAPS ll fl ELEVATIONS AND INVERTS ALWGTHE E%IBTINGSEPTCNNE HAVE BEEN OBTAINED SCALE:1T=20DD� \ _ '.. / n / I X f f ..�F F PPPROVED SEWACf SYGTEM DE51CfI PLAN BY LANTERY A550CNTE5 tt 42a ` 4 ROMTHE , DaTE008AS2011. ' / �/� I' W " V ] CONTRACTOR SWILL FIELD VERIFY INVERTS OF SEPTIC UNEANDOUTIETOFSEPTIC !'%iOP.BlDGFOpTPRIM - " �� jA29 un:.. h':.i ` �. r , I B. RELOCATES%IBTINGSE nCTMK.ANDCONNECTTOEKISnNGSEPTICUNEWITHTHE LEGEND - DISCONNECTED PVC PIPE. L__.. INSTALL PVC PIPE _ WTdIIX 9 BENCHMARKIS TOPOFCONCREIEBOUND.A 1 I AS REOUIPEO ` _.. j ''I� EXISTING CONTOUR Tt o i I ,. ', %� / T' --� 10. LOCUS IS SERVED BY TO-WATER - �- PROPOSED CONTOUR U TOPOF I^ :WAtl DEYABON 4gf,L ,. s - / •.! +zsr EXISTING SPOT GRADE It. THEEXISTING SITE PLAN MEW ISBASED ON FIELD SURVEY BY J.M.O'REULYB -- 4]S { 1 PROPOSED SPOT GRADE 1 F x '' 'v 5 — PROP RET W ASSOCIATES.INC DATED U9DS1N1fl - —0— OVERHEAD UIIUTY SEANCE 1 \• S iV.. /z 12 GRADE.LOUR AND SEED ALLDISTURBEDAREAS. +jFd40VEEK ASPrTDISTPJBUrION 5T SEPTIC TANK *\ \. AEMOVEIXPLWIERS '� / /ty/REM YSA: j-'/ - _ SAS SMABSORPTIONXSYSTEM. ASPHALT PAVEMENT ra UTILITY RESERVEDFOR FUTURE - .11 ., YU 'E&LGfNY]FNI /' Y: - (MATCHIX ASPHALT SECTION - 1 µ' I I- - IN WSTINGDPoVEWAY) 03 CATCH BASIN 1 PAVEL@!F _ FIRE HYDRANT Lv:% I I ECi iO ( .. '-tYAGGREGATEaGEGAIE OR STABILIZED BASE - CONCRETE BOUND,FOUND - IXSEPTDIME `. K / APPROVED SUBGRADE .— FENCE WORK ., ,REMOVE FETANNPWALL.! \%\\\\.\� ,�/\�/ ' EDGE OF CLEARING /. VIVN•365' Jp,,.v ' LONE '."J I .AND SAIVSSiONEFg2 _ - - _ PROP.R¢fAMU1GWAU � PROP:ASPHALT DRIVEWAY SECTION ' ?i I I /jR I a ugDv I NOT TO SCALE. ' EX _ _ 52 HOUSE PROP GRADE „ ..:..._. 52 SEPnGTAIK(NIDLDNMG; TO SO 1 L910"BER MCHAN&E PROP.15000ALLON MONOLYTHCP SEPTIC TANK.(H-10 LOADING) ... I ''""I I ... + /' •. ( ' f" .. .. EMOVE AND DISPOSE OF - f -• + � i' t :T �' '. : :: ., ::..:. EX 1000GALLON SEPTIC TANK NECTT ... ,' - ...,I. EX PUMP Rrm m»<Lacxon w I CHAMBER A a0 .pASTRC�W nwPE C.Y. / . „ * 0 1. 20I 3 i_._...... .... FaeT I 30 .0.25 I 30 I SEPTIC LINE PROFILE GRA M +•- -- - PROFILES MSIMFOR SEPOC IFIMINI ECNAI.®U NGMNYFOR GMPHIGL GURPO5E5:NN t'a <�.,,,,�„ ACFUK SIZES WILL BE VERIFIFD IN THE flE1D DURING CONSTNUGTION. �' DEAR OX A. SITE GRADING&SEPTIC TANK RELOCATION PLAN SCALE:AS SHOWN PI SITE IMPROVEMENTS AT x Consulting Engineers 455 HUCKINS NECK ROAD � � SHEET_ CENTERVILLE,MA 02632 . 455 HUCKINS NECK ROAD- OF 1 P20181012 ronowM (301)951-7933 '$,, CENTERVILLE,MA 02632 2ND ELECTION DISTRICT oan3aols TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a 33 Parcel d L Permit# J" D c3 Health Division 2 U� Date Issued 0 7i Conservation Division z � at, D_ _,p1 A lication Fee �4IN"er plq�v7�l3Z pP Tax Collector eie-- 7/110 -2-- Permit Fee i 7 Treasurer L�/�- `7 // 16 SEPTIC SYSTEM MUST BE �" INSTALLED IN COMPL_1_ Planning Dept. VM TITLE g Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AN, TOWN REGUUTIO"'3 Historic-OKH Preservation/Hyannis Project Street Address 'ASS !�('_ /i�S A" BO1. Villages L Pn�y1 Az �jQ O�-�3 a, - Owner 0o a Address ys s Nzc�in /f�t.C,� 1Zc✓ � /�r�i�� Telephone a :7�&_-6/70 Permit Request 4fe lacl 3 &m�&n 3 x 3 X g 1 13 X la c,: n /�w d J&GLoSuxo_ o� 3 - 9' Square feet: 1 st floor: existing proposed 1, 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation i Construction Type Lot Size 2-a. ��v Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No' Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing off- new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: Cl existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:Cl existing Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes yes,site plan review# Current Use T�/Ic- Proposed Use R 00r^ BUILDER INFORMATION Name —�/ Telephone Number r 0Y7 Addres�s� License# es ,L `6w Home Improvement Contractor# Worker's Compensation# 373e-,/p,, 3erOy ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Xde' A,01 G 1 20 G! d✓�A SIGNATURE DATE 7 FOR OFFICIAL USE ONLY PERMIT NO. 4 < 1 DATE ISSUED ~' ' 4 , MAP/PARCEL-NO. t i ADDRESS ' VILLAGE OWNER DATE OF INSPECTION: / { FOUNDATION ( /1 FRAME INSULATION FIREPLACE r E ELECTRICAL: ROUGH FINAL'~ ` PLUMBING: ROUGH;f iY1� FINAL r GAS: ROUGH FINAL+`' } t FINAL BUILDING - 171 DATE CLOSED OUT ASSOCIATION PLAN NO. f OFZHE 1pl, ' Town of Barnstable Regulatory Services � 039. $' Thomas F.Geiler;Director iOtEp 3 p Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 3 L2&X0 e►si.?�f'2.. Estimated Cost Z.v 7QU Address of Work: sir C4P Owner's Name: " / `+' Date of Application: _7 /1 '2— I hereby certify that: Registration is not required'for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY for a permit as the agent of the owner: I hereby aPA Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav The Commonwealth of Massachusetts Department of Industrial Accidents _ - - _ � • - Office ofinivestigations . - •• 600 Washington Street Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit name: /` location 7 &L lLG�G/r►S 7V�,�.� f�G1 / ' 77 7. h, k"�//_ �'. ❑ 'I am a homeowner performing workmyself ❑ I am a sole r rietor and have no one workin in ca achy %// %%//G��%/%%/%/%%%%%%%%%%%a%%%%/ /G%///%%O%%/G%��/%%%%%//%%%%%%%/%%%/%/%%%��%/%%%%��/�/%%%//%/�/%%%��%%%%/ orkers' com ensation din w P er_ rovl :...:.:.::.:..r::.....::,.::r.:::.:..:....::.:.:.,..t..:,..:..,.::::...:..v....}r..:n..:...... ... ..• :.>5;}:;:..,....:r:{.:<:;::::.:..: n.::.........,..:.:.t..:....r......:..:. ......... .r..........r ...,.:........ ............ ........... ..........:.....::::::::::: ..................... ...}.•::::::::::::.:•.:.....i:.:.....:. 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Failure to secure coverage as requited ender Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$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. I understand tliat a* copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. - I iM hereby'c nderthepains-and penalties-of-perjury that-the-information-pr-o.sided-above-issrue_an. a rseet— — Date Signatur .,. .,. ,,..' • , �_:.,':.__. ��•�rK at/ • . ' .. - :.Phone# �':;�D� ��Z�96� �t�e— oMcialuse only do not write in this area to be completed by city or town official permit/license# OBuilding Department city or town: ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response is required ❑HealthDepartment contact person: r phone#; ��Other 4rAsed 9/95 PIA) + Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is.defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a ... dwelling house having not more than three apartments and who-resides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit.to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe- commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. _ Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and- supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The-affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the'law".of�f yQu are required to obtain.,workers' compensation policy,please call the Department at the number listed below:. City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of"tlie affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Rlea�eA be sure to fill in the.permitThcense number which will be used as a reference:number. Tlie:affidavits may�ie'r to the Department>;y` r o'r`FAX unless other arrangements have been made: The Office of Investigations would like to thank you in advance for you cooperation and should you have any stions. . please do not hesitate to give us a'call i The Department's address,telephone and fax number: The Commonwealth Of Massachusetts -Department of Industrial Accidents Office of lavestigatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 J� Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE x.0031= square feet x$96/sq.foot= /y9 ob plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f% >120 sf-500 sf y $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS , Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney k _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moviug $150.00 (plus above if applicable) Permit Fee projcost BOARD G0„BUILDIk0 REGULATIONS' Y �. Litenae�= OISTRUCI ION,SUPERVISOR; Num 07W61 !� > .� �Irtl►dtitd" 11/13/1964 u .. i.14. Tr.no. 7,6261 .y pI113/2003-01 �.;. JAMES MCCORMACK t PO BOX 564 WAREH"; MA 02571 Administrator Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 117565 Type: Supplement Card Expiration: 10/19/02 PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD.' TAUNTON, MA 02780 Update Address and return card.Mark reason for change. n Address n Renewal (_� Employment Lost Card ✓fie t�o�rz�rwm.�uea�i a�:�aaoac/zueelta ' Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 1117565 Board of Building Regulations and Standards Expiration: 10/19/02 One Ashburton Place Rm 1301 Boston,Ma.02108 Type: Supplement Card PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. � O TAUNTON,MA 02780 Administrator"`°' N1 valid without signature acoRv CERTIFICATE OF LIABILITY INSURANCE oPID DATE(MM/DD/YY) ATI012 07/03/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The James B. Oswald Company HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1360 East Ninth Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cleveland OH 44114-1715 Phone: 216-622-7400 Fax:216-241-4520 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Motorists Ins. Co. Patio Enclosures, Inc. INSURERB: Lumbermens Mutual Casualty Co. ALL LOCATIONS INSURER C: Corporate address: 700-720 East Hi land Rd'. INSURERD: Macedonia OH 44056-2112 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE POLICY NUMBER OL Y EFF TIE P LI EXPIRA I LIMITS LTR DATE MM/DD/YY DATE MM/DD/YY) GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 A X COMMERCIAL GENERAL LIABILITY 3MG81323300 - 07/05/02 07/05/03 FIRE DAMAGE(Any one fire) $ 50,000 CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&A.DV INJURY. $ 1,000,000 GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 X POLICY JEO 7 LOC - Emp Ben. 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 A X ANY AUTO 3MJ81322300 07/05/02 07/05/03 (Ea accident) ALL OWNED AUTOS - BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS ,< BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY v AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ 5,000,OOO B X OCCUR F� CLAIMS MADE 3ZA00037000 07/05/02 07/05/03 AGGREGATE $ 5,000,000 $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LI JOTH MITS ER A EMPLOYERS'LIABILITY 3BG10633000 07/05/02 07/05/03 E.L.EACH ACCIDENT $ 500000 E.L.DISEASE-EA EMPLOYEE $ 500000 E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Workers Compensation,is applicable in all states except Ohio. CERTIFICATE HOLDER IN I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION BLANKCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUT I ED REPRESENT VE ACORD 25-S(7/97) CACORD CORPORATION 1988 /O(os� �' ' CONSUIyiEIZ INEOIZIIL1 rioN z?oiu�Z=«SLTNIZO(7NIS?� : � - - '1Viass icliutsetts:StateI3ui1i]uig`Cbtle(130:CI1JLIZ;�' ppezt�lii:J ;Sectiu T1 1rt2 3:J): The Nlassachusetts State Building Code (780 Cif UZ) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFO[AIATION FORM is to be filed as part of the building pennit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of Blass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (730 CMR_ Appendix J, Section JI.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom" of any size, configuration, orientation, form-of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of die important energy conservation and year- round comfort considerations involved in selecting and utilizing a "sunroom" addition. The connection of "sunroom" structures to residential buildings rnav create comfort and encrgy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main Douse. [n the selection and construction/installation of"sunrooims", included below is a non-required, open-ended list of product and design considerations [hat a homeowner may wish to consider before actually constructing/installing a "sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of die company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSWEILMONS RELATED TO "SUNROOMS" , • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasl(etiug materials/ seal durability and/or weather tightness of the sunroom • Adequate ventilation - Operable windows and faus • Applied Shading Systems • Insulation level in floors, walls, and ceilings • Possible Sunroom isolation from the train house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency, Zoning and Controls Uomeowner Acknowledgment Fhe Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner (not the owner's agent or representative) acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/lie has read die information in this document concerning sunroom comfort and energy conservation. i Oature of Actual Building Owner Date owr cavtnor y�S lJucl��wS i��ct� Ronc� tP� print Name Address of Permitted Project )weer Address (if different than project location) Owner's telephone number I i -I _- ___f-_._I -� .. - I I I_ _. I i -•. ! i I � 1 I f -.I I I I 1 I �I i I I &A- Ll Is cs �'Ll)CLCIUI_S__I .e _�(12n� j I j j i I f i I I I i I IN. I I I � I I I ( ! � I � I I l i � � I I ► �1 � ' f , , I ' : ! 1 j-- I I ; -T- } 4 Town of Barnstable EWE Tp� do Regulatory Services Thomas F.Geiler,Director * BARNSTABLE, 9 MASS' Building Division 1639..otED MP'�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �9 55 FEE: $ R LJD SHED REGISTRATION 120 square feet or less Location of shed(address) Village r;7 Property owner's name Telephone number i-'i C� Size of Shed Map/Parcel# co fv r— r— W M Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) I I1 �Z PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 LOCATION C3 P•RC]•PERTY LINE M Y OT E ACCURATE` KSTANDARD LEGEND {{ '.!NOTE not_dll mbols will appear on a ma sY PP P - GOLF COURSE FAIRWAY ft rrr�7y-y`,--% EDGE.OF DECIDUOUS TREES AP EDGE OF BRUSH L ORCHARD OR NURSERY. i v V v v EDGE OF CONIFEROUS TREE MARSH AREA 71 -• - EDGE OF WATER DIRT ROAD / DRIVEWAY PARKING LOT PAVED ROAD DRAINAGE DITCH. PATH/TRAIL .PARCEL LINE ** MAP I io E—MAP# 21 1 PARCEL NUMBER #1860 —HOUSE NUMBER % 2 FOOT CONTOUR LINE L® 10 FOOT CONTOUR LINE MA2 Elevation based on NGVD29 ''11 4.9 SPOT ELEVATION STONE WALL [ X—X- FENCE _ J ® RETAINING WALL \ -F i I I RAIL ROAD TRACK STONE JETTY Pam'% SWIMMING POOL I PORCH/DECK IUJ 0 BUILDING/STRUCTURE DOCK/PIER _....__.,..._.......__........... HYDRANT B VALVE O MANHOLE O POST OF FLAG POLE T O W N O F B A R N S T A B L E G E O G R A P H 1 t 1 N F O R M A T 1 ,O N S Y S T E M S U N 1 T .a SIGN ® STORM DRAIN x PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995 aerial photographs by The James r Wnf-- I 1'=100'scale map and may NOT meet of property boundaries.They are not true locations,and. W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POLE ❑ TOWER 0 20 40 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Mop Accuracy Standards 1 INCH=40 FEET* enlorged scale. on the map. at o scale of 1-100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessors tax maps. -0- LIGHT POLE O ELECTRIC BOX By Date /_ZL/ Sheet of, T • Pati(�4Enclosures, Inc. "AllView" Rooms, "ComfortView" Rooms and Solariums Dead Loads ' Roof Systems: 3" Aluminum-over-Foam: 1.35 pounds per square footT 6" Aluminum-over-Foam, Three-Piece I Beam: 1.84 pounds per square 6" Aluminum-over-Foam, One-Piece I-Beam: 1.89 pounds per square foot Integral Skylights: add 30 lbs. for each skylight used , Wall Systems: "AllView' Units: 20 pounds per lineal foot .` "ComfortView" Units: 35 pounds per lineal foot "CV 2 Units: 42 pounds'per lineal foot Solariums: Glass &3" Glazing Bars: 4.31 PSF Glass &4" Glazing Bars: 4.39 PSF Glass & 5" Glazing Bars: 4.51 PSF Glass & 5" Glazing Bars with 4" Steel Inserts: 5.86 PSF CERTIFICATION: I hereby certify the following: ' 1. I am in responsible charge concerning the data contained herein. ? The data contained herein is true and correct, to the best of my knowledge and ability. 3. I am qualified to prepare the data contained herein, based on my education and experience. • 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the_data contained herein, to which I affix my seal(s) below. Signature Date — Registration / s�-,�'G,�/�/ �'�TTS ,. . qC k `0 tiG KARL A, SEM2PE.PEI ° Rirws N °I L . 76 IS y _,PEI Engineering Section 32 By / Date S/ Sheet 2 of 3 Patio Enclosures, Inc. "All-Vic4v" Rooms, "Comfort-View" Rooms and Solariums Snow Loads 0113 tJec CA. (6) References: BOCA NBC Ch. 11, ICBO UBC Appendix Ch. 23, SBCO SBC Ch. 12- S NGLE SLOPE ROOFS ��' �"9 d5lidin9 Tal�S Y vern�9 vkrfion4 �[ i tp' Pn;i. 511C 20'Tro j• One-Story Adjacent Structure Two-Story Adjacent Structure Ground Snow Load Basic (PSF) Drifting & Sliding I X UL). Oven (PSF) (PSF) Intensity (PSF) j 20 14.0 39.4 6.76 14.0 30 21.0 48.3 7.72 21.0 40 28.0 57.2 8.52 28.0 �- GABLE ROOFS yerhur.a ernan9 3LA1 n9 Sl Id Ma F'EaKiC. I0'-2Z' Wid-4k basic iYo. io'-22' `r��d+h Unbalanced Load Balanced Load Unbalanced Load Balanced Load i Ground Snow Load (PSF) Basic (PSF) Sliding (PSF) Basic (PSF) Sliding (PSF) Overhang 20 17.5 5.6 14.0 5.6 14.0 30 7T6.3 6.9 21.0 6.9 21.0 j i 40 35.0 8.2 28.0 8.2• 28.0 Notes: 1) Overhang is'maximum 12" H OF",ASS 2) Sliding snow is from upper roof when applicable 3) Roof Load is the greater of Snow Load or 20 PSF Live Load o KARLA. �Nm� RINAS m CERTIFICATION: I hereby certify the following: CIVIL 4067 1 I am in responsible charge concerning the data contained herein. �° 5G' E 'AG2. The data contained herein_is true and correct, to the best of my knowledge and abiii II am qualified to prepare the data contained herein, based on my education and q experience. 4. I am an actively re ' tered professional engineer in the state(s) havin jurisdiction over the application of e data contained herein, to which I affix my seals) below. Signature Date Registration PEI Engineering, Section,32 Confidential » Revisers 1194 B/ - Date Sheet of� Patio Enclosures, Inc. "All-View" Rooms, "Comfort-View" Rooms and Solariums Wind Loads References: 1993 and 1996 BOCA NBC, 1991 grid 1994 ICBO UBC, 1991 SBCCI SBC, 1994 SBCCI SBC, ASCE 7-93,ASCE 7-95. "Components and Cladding" or "Elements and.Components" EQUIVALEINT DESIGN WI1VD SPEEDS Equivalent Fastest-Mile Wind Sveed' ! Load NBC 1991 SBC ASCE ASCE I Desciption Used Exp. UBC UBC 1994 7-93 7-95. (PSF) B or C 'Ex-D.B 'Ext).C Coastal Standard SBC Exv.C Exv.C Outward @ Walls 18.0 73 97 74 67 86 79 71 74 1 Outward @ Walls Adi.To Corners 252 75 103 78 74 96 87 74 78 1 Outward®Roof 16.6 75 89 68 6.5 83 76 70 75 Upward @ Overhanz 43.2 90 98 75 1 87 >100 >100 90 91 1 Upward®Overhang Corner 43.2 74 98 75 74 85 85 72 72 1 MAX.DESIGN WIND SPEED N/A 73 89 68 65 83 76 70 72 1 EQUN..3-SEC..PEAK GUST N/A 87 105 82. 78 98 90 84 1 86 *If framing members are considered "elements and components" **Job specific analysis required for all coastal installations NOTE: ASCE 7-93 methods are acceptable for nationwide application , CERTIFICATION: 1-hereby certify the following 1. I ant in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best,of my knowledge and ability. 3. I am qualified to prepare the data contained herein,based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the data contained herein; to which I affix my_seal(s) below. Signature Date l Registration ' �r GN KARL A. m U RINAS m ¢ CIOL 40676 iE nE SEC132P£3� AL PEI Engineering Section 32 *Confidential" ,' Reaised 7/96- Assessor's office(1st Floor): Assessor's map and.lot number Board of Health(3rd floor): Wr 4 _ Sewage Permit number ff r, 41f tf�40 vyi' (� 1 DADd97ODLL Engineering Department(3rd floor): VIRONMEWA y^,--- � ryes House number 'Fowl jjEGULA` ,,�i6396\��' Definitive Plan Approved by Planning Board 19 v�g c Yw APPLICATIONS PROCESSED 830--9:30 A.M.and 1:00-2:00 P.M.only A P P R o�v E N OF BARNSTABLE AS le Conservati T m iss On UIIDING INSPECTOR i`j4PFLICATION FOR PER&' Tv COK&Aq 1 — �/ t 3t DE C[< TYPE OF CONSTRUCTION `VQ0 C) fi Z 19 R TO THE INSPECTOR OF BUILDINGS: The undersigned hereby //applies for a permit according to the following information: Location /.JS H116XIA15 &66k 96.1 C'ENTWVILLE Proposed Use Zoning District RE S• Fire District Name of Owner C RLT061 tv R 1 KEk Address Y.55 1414e k-IAI-S A191C& �l�a Name of Builder W K MMAEk Address lzwbeAIA Name of Architect Im Address 6 • Numberof Rooms `v Foundation Exterior W OM 5AIA16 LA- Roofing 45&ALT SAW( LE Floors you / ARPL-T Interior 571E�TKM K Heating E.L Lc-TRI Plumbing Fireplace Approximate Cost 1_30 00 Area 1 5 -C)cq Diagram of Lot and Building with Dimensions Fee 50°° 1 9 DEM YM _ �So q0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. u C�Name Construction Supervisor's License WHITTAKER, . CARLTON to _ 33697 ADD DECK ` 'No Permit For--- w t Single Family Dwelling 7.,• ... � .fib .� - } -• 455 Hu'cki.ns Neck Road Location ... - . Center3ille f- ` Carlton iWhittaker Owner- w Type of Construction W Q°d - t - r, - — J Plot Lot Permit Granted April 25 / 19 90 , e Date of Inspection "' 19 J Date Completed , 19 t - � ��..� lid i.. _.,�•-+ � �.+-- � .. 't fit _ _ 1 i .,,r.r?Y'.t;xn.-g..�:L.w .:. G�: T.,S.. w"fl. ".rf'tlr'Y`}4'ti�;�A'�9kpaH,...; r•ryv^�c^m.�.j':rwT.«wrT.r^_�R"'M'wt':'nw.ar��y""."6a,*ae^' y�, .,.�,.r.>•=arm-v 7w'�'v=ad��7M'S ikF'T�� f;Y'. �3 t. Assessor's office(1st Floor): Assessor's map and lot number '! 'C1 7 tS1� of:TNE t0 Board of Health(3rd floor): Sewage Permit number / ', � 44 7` t. f 51 g t DASl9TADLL Engineering Department(3rd floor): crarar. House number Definitive Plan Approved by Planning Board 19 �'��Y APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only �* TTOWN OF BARN STARL BUILDIHG IHSPEV,OR4 _v. _14f: APPLICATION FORtPERMIT TO +, ! T} TYPE OF CONSTRUCTION ' ' . Ij 19 10 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to'the following information: Location Proposed Use I / z_F" T,14i.L t' ' 4 Zoning District RE SA A Fire District Name of Owner f f ` ►'V K Address 5 r fq 146 01V5 A rI X Name of Builder - i Address 48 1, LAtAto u-*.ry elh, AP 4 ram" Name of Architect "'-` _ Address, Number of Rooms rl y r Foundation tt rMV I1j:rid Exterior Roofing. - . . Floors € t M *— Interior , 14 t PTif1)C k' Heating . .- � �. w Plumbing Fireplace e Approximate Cost Area Diagram of Lot and Building with Dimensions Fee ( 't OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name _ - w b Construction-Supervisor's License - WHITTAKER, CARLTON . A=233-043 - 33697 ADD DECK: No Permit For Single Family Dwelling Location 455 Huckins Neck Road Centerville Owner Carlton Whitaker Type of Construction Wood - Plot Lot Permit Granted April 25 19 9 0 Date of Inspection 19 r Date Completed 19 . N _J PERMIT COMPLETED IN . r AV v / , \\ \ � o{ -- '\ a 31, XE x n+ � v � a o m \k o ' INC oo C30 Si rF o � o A qq � �n z rr � -n r'nn o ►*� ?' II F5 � G co D �'LA a ia m n a. x c a� �� d t9t 'ON L6D-LO-OH wd H : � 6001 'sz "Nnr shown. 10 A Note: Where Z shown, 10 10 E Note: Where Z C 10 eRequired w/ Transom oPP. — e Required w/ Transom — OPP. 2 2 2 2 OPP. 2 4 OPP. 2 B B 0 P. D D OPP. j 4 A C 1 2 1 1 2 Z 1 2 _ OPP. OPP. Single Slope Roof Enclosure Plan View Gable Roof Enclosure Plan View Note: Where shown, Note: Where shown. Note: Where qy � shown. Note: Where shown, quRequired w/ Transom B qu Required w/ Transom g C Required w/ Transom Required w/ Transom A 15 18 17 17 p 0 16 18 1 [:2" 2 1 10 2 1 1 4 1 10 2 1 OPP. !08 b Wail Elevation -1 -"A" H& C!! Wall Elevation 2 H 8H H Wall Elevation a AH &. H CH Wall Elevation 4 GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS S NOTE: Details on this sheet are also in section 500 of the 'All—Vtew Rooms Engineering Manual" 7 8 1 7 720 EAST HIGHLAND ROAD Typ cal amQ$�$ G. P.O. BOX 186 • MACEDONIA. OHIO 44056 Varies ® (21e)468-0700 FAX (218)487-4297 e 9 9 SCALE: NONE DRAWN: RWK DATE: 04/30/99 II OF REVISIONS KAn« APPROVED BY. Concrete or Wood Floor RiNASCML it 9 r Footing Per local Cads, r 'is SIGNATURE P.E. REG. NO. DATE Footing Per Local Cods Sectlo a ALL-VIEW ROOMS tl A Section —OG PEI ENGINEERING — SECTION 17 SHEET: 1 7 Required 12 13 11 Mahom - 1?&q"U d O Hoeing wall 12 - Expander O Floor .here O hrterrr�ee�tate Polnta /B x 1/Y TEK Screws O Top View B Staggered O 8 O.C. and Bottom Each Side - B Min is x i/20 TEK Same O View A - 14 TOB Both Sides Expender O Floor Typ cal rider O Floor Varies ��, •� e � R d #e x 1/Y M serene O Bob 1 1 Min. 1 1/ Mtn. 1 1 ' Mhr. 1 1 Wn. J__TRIdgs Boom — is x 1/Y MX screw. o Tags a�- -0-1 8 Come /B x 1/Y TEK Screws O Top. (2) Mahon Ctypieal) J kcanging Between untta 1/3 Up O 1/3 Down Bottom; Both Sides /8 x 1 TEIC Screwe O Top, 1/3 Up dt 1/3 Down. and Bottom Concrete or Wood Floor W Concrete or Wood Floor .Detail � Detail 2 + r Footing Per Local Code Footing Per Local Code—..,•L' M�• Anehars O Corner Poser ,.' Use 1/4' 0 x 3' Lg. tag Serawa w/Washers Into Wood Inmate 1/4 0 x 1 1/4' Lg. DrNe-Phr Anchors Anchors At Ganging Section C Section Use , 4 x 3' screws D / 0 � Lag � weed Use 10 x 3 4 }tax Head brio Woad Use 1/4' 0 x 1 1 4' 1•g• Wvs-Pin Mrhon hrta Connote Use �4' O x 1 1/4' Lg. Drke-Pin kmhon inrta nets 2 Required Anchors - 4 Requtrad O Bearing Well Notched Post a RegauhedA or To t�tr) 2*40 i Expander (4) �B x 1/2' TIX Serena. (4) #(2)Each Side 3x3 Extruded Aluminum Post tx3 hhs tx3 Tubs (4) 18 x 1'TIN saresra. �) ) �s x 1• TEK screws. Expander O Floor (T� Each Side Expander O Floor x 1 M Screws, Expander O T. M. O B Each Side x4xt x134 fl x 1 Y TEK Borers O (�- t x 4 x i/B' x 1 ale . ■ r�) #B M, t B Faeh Sills (�- 1 /fl / !g./ / l-9• 1 x 4 x i x 1 3 4 Anahen, 4 Regained Ta6ol. SAndnon, 4 Required Total. � � / LO• (1) Each SideT O Bottom Each SWe (t) Each Sills d rnelrgrs, 4 Required Total. Each Side 2)UPC or A Floor aP (2) Each side (1) Each Si s (� 0 a Each Side 1 1 ICe. 1 ' Mtn. 0:L "T (2)-/8 x 1/2" TE7C screw conging Between Units Match ranging As Required O Top. Middle. & Bottum Each Side a�T,�y,xdi 8 Faah SEde TEK Screws M(4)- K Screws. dgtOtl Ganging As Required 4 To Install #fl TEK Screws And Ctlp (4)- $fl x 1/Y"TIX Screws. (� Each side To instill #8 M Screws And Clip ( )- #B x 1/2 TEK screws, (2) Each side (2) Each Side comer Post. Notched To FR Expander Detail 3 Detail 4 Detail 4_ Detail 4 Anchors At Gamine Anchors At Ganging Anchen At Ganging Anchors At Ganging Uss 1/4' 0 x 1 Log Screws brie Us Wood 1/4' 0 x 3' Lag Screws Into Yraod Use 1/4' A x 3' Lag Some into Wood Use 1/4' 0 x 3' Lag Screws Into Wood e 1/4' 0 x 1 1 Lg. Drhre-Pin Andto Use Into Concrete Use 1/4' li! x 1 1�4' Lg. DrMe-Pin Meteors Into Concrete Use 1/4' 0 x 1 1/ 4 Drk&-Phr Anchors Into Conerate Use 1/4' 0 x 1 1T' 4 wwo-Ptn Anchor Into concrete Flashing GENERAL. STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS Structural Silicone sealant NOTE: Details on this sheet are also In section 500 of the 'All-View Roasts Engineering Manual' Anchor° O Itr Tab/Hanger AsserI \ p 720 EAST HIGHLAND ROAD ffl x 1/2' nx Screws. \ ENCLOSURES INC. P.O. BOX 185 WICEDONIA, OHIO 44056 Bo hral i-Beam Connecting Pariah; ® (21e)488-0700 FAX (210467-4297 Both .ides suet smcons Sawa NOTE: SCALE: NONE DRAWN: RWK DATE: 5/3/99 ., f, �.• .h Struebne c The plans, elevations, sections and details contained herein are t►LOFe REVISIONS in accordance with information contained in "Product Engineering Manual on 'All—View' Three Season Rooms" as published by Patio Enclosures, Inc., Macedonia, Ohio. Limitations for product -use e APPROVE B Red PWW contaA(�� ined in said 'Product Engineering Manual". See individual job ttal for specific projections, unit widths and wall heights. Detail 5Remove Swft SIGNATURE. P.E. REG. No. DATE Anehore: Use 1/4' p! x 3' 4 Lag' screws Into studs A ALL-VIEW ROOMS Use 1/4' of x 1 t/Y L9• s w/ Lag shields I"tO COncrote 81 °r arf ��¢��0 PEI ENGINEERING — SECTION 17 SHEET: . 2 (2 Into 1-Beam Conmeating Pond. T&M x 1/2' TEK screws Thru Spoons Sealant One Side Of Each I—Seam Into Header Roof Panel #8 x 1/Y TEK Screws 8 x 1/2' TEK Screws, Reef Panel Staggered 0 18' O.C. #8 x 1/2'TEK Scraw% 2 0 Hanger, O Each 1—Beam. (1) O Raaf Pond 1 e Fonda Location. and •. . structural SnTeone Sealant 2 O 1/3 Pta Between Hanger Each End Of Header O Each yids of 1—Beam Header Lacadm (MmL 0 Structural Sniaane Sealant a Top ftkW) .024" 310E—H174 Alum„ US Fascia _ #8 x 1/Y TEK same At Endo. Structural Smeons Sealant Is x 1/2' TEK screw. O Structural MGM sealant 7/ib' OS.B. T38 (Optlamo and Unit Gangings Ganging And Each Errd; #8 x 1/Y TEK Serowe, (2) Pond Cap Both Si �p 1s PCF EPs Cap sbuabud Silicone seoEont O Each I--Beam. Mal (t) e. #8 x 1/Y TEK Serena a 1tr = Glcdng Tea �B Each End of Header Header Assembly Wing Panel 1/2' x 1" x 1/18' conlInuou t/if M& ar . Roiling Caor Unit Frarnhr9 Alumin rn Mgle as Cods RegWrm Tit, n #B x 1/2'TEK Serass In Roo! Pand mvkai) And Out At Lk* Ganging And At Each End #8 x 1'TEK Screws O 18' O.C. D_ a Detail 7 Detail Defail a Ridge B.an Sim and # Members as Required Remove Siding As NeesssMY Aluminum Fkmftq As Required Structural Shane sealant 3' Normal Thielmess wing Panel �-::r 1/2' x 1' x 1/18" Condnuaus 1aanCoodee Requires / /� 1/4' x 3' Lag Scrowe Aluminum Angle da>Jng Tape Shim As R�+� a i8' O.C. P �n Staggered a Opposite Sides #8 x 1/2' TEK Soma O 18" O.C. Glazing Cap 98 x 1/Y TEK Screws O ueture Tab O Hanger Asssm* x t z• Tap. Ididdle, and Sadmn. lyp. Bath Sides I / TEK Screws. x 1/2' TLK Screws O Both Side■ a 18' O.C. ) Into ~B°° e� #8 x IX TEK Screws 0 Ganging And Each End; #8 x 1' 7Dc screws O 12" O.C. Ganging And Each End; Both 5[da. side Ran Of Rolling Door Unit Si c:c` u Sealant Both Sides #8 x 1' TEK sesewa :: : ' ;•';�;; Railing Boor Unit Framing O 12' O.C. ',y •;`• Rolnng Door Unit Framing D efa i i 10 *�Ly RoofPond .•Numinu,m'Ftoehl ng Ancharm As lred Rsqu De fail Use #8 x 1" TEK sarewe Into Sheoddng Detail 11 ta i I 9 D eta I I 9 Use 1/4' it x 1 1/2' Lg. Nylon Anahore. 'rap—R^. or EquNalent into Concrete Black or Brink. — GENERAL STRUCTURAL DETAILS FOR PEi "ALL. VIEW" THREE SEASON ROOMS Ridge Sire anxi # MMammbers as Required NOTE: Details an this sheet are also In section 500 of tha "All—View Rooms Engineering Manual" Aluminum Flashh=g As Required Structural Snlcons Sealant 720 EAST HIGHLAND ROAD t/4 x 3 Lag sarewe EENCLOSURE!S-3-C. P.O. BOX 186 MACEDONiA. OHIO 44056 0 1 e' O.C. ® (210488-0700 rAx (21 a)467-4297 Tab d= Hanger Assembly Staggered O Opposite Sides Typ, Both Sides #8 x 1/2' Tt7( Screws, _ NOTE: SCALE: NONE DRAWN: RWK DATE: 5/1/99 SmOOnans Structural into ) &A�g The plans. elevations, sections and details contained herein are + REVISIONS in accordance with information contains "I� • , .';• '%' .• din Product En ineerin Manual on 'All—View' Three Season Rooms" as published by Patio :; _..,:• KAa APPROVED BY- Enclosures. Inc.. Macedonia. Ohio. Limitations for product usage ass • ' are contained in said "Product Engineering Manual". See individual RI �D�T�v /�l —d O Roof Pant job submittal for specific projections, unit widths and wail heights. u Flash Alumin m ►n9 SIGNATURE P.E. R EG. NO. DATE As Required Defa11 11 ALL—VIEW ROOMS 7— ��-z� PEI ENGINEERING - SECTION 17 SHEET: 3 k Extruded Rldgo Boom Awmby Ridge Boom Lacatlon. Wood.(Not Shown) Ridge Boon u caft. E*udid Ahsninurn (Not Shown) NonCrypBothh Sidd" sbve4a0l St =Me Sealant Extruded Akunbtum Ridge Beam "aixiorStRcoas Typ. Both Sides Struabnel Sillcom Sealant ••� v • s •r;•,,'•'._'.• Portionstruallffol Portiar soco •r :.+;; •'••' lot B ddgo Boom O lot Ridge Bean • ' :t is � :•f;• .l .�••s Panel L . :%+»•• { I ib x 1/Z' in SortnnR, (4) - #s x 1' TEK Serves. O O (8) - � x 1' TEt< Swaim+•' 1 1 ((2) bcto 1•-Beam (2) Each side (4) Each Xde I Connecting ftu&). T& TYP• 2x3 Expander, or Corner Column, Root P #a x t/Y TER Sarons, Carver Pod I ((3 bite i-Boom tL=j 1 Q 11• l g, '1�. e 1 .Room Connecting Panels). TSA TyP. (4) - #10 x Y wood sar en Pam r (J�2x4", �xP*A 1x3 Tua�w+r• Detail /'11N Detail 11 Detail 12 Detail 12 View AIZY View A Boom. Edrudod Sumboms or scam Location. aftuded Abenbwm Ridge Boom L.oaa4art. Wood (Not shown) or Weed OM shown) Exhudad Aluminum or Wood wood screws, Mft out Away Wail d aminq peace Ridge Beam Location, Oftuded Not Shown) ,laid Ilan (g)- 1/4' x 1 1/2' Ls. Logo o atatlan n� Aluminum or Waaa (Nat Shown) 2x3 Dtpmrdar. or (4}- #Ti x 1' TEK O Cones Cahcrror. 3 t/Y Lg. (?a Each Side der. S. 4 t>nd�td. of Roof (4� x 1' TEK Serewa Wood Post Connect Cones co (a)— #8 x 1/Y aieight varhs) Z) Each side Sea= To Bandboord (4) - #10 x Y Wood 2)- 2x4'e. Length ae Required TEK staewe Panel cap S"Wey To Collar Th (4) Each side O O (4r #10 x 2' Wood sa... 1/4' 0 x s' Lg. 4rg Sarerre Collar_ 7h� 2C�nslra�ad. O Each Shed. tdin. 3 Studs S--P-� (1) Wood taco. tatB mte. or 4,+-#e x 1' TIX Serowe. Ezat. Wood 2x . Bandboard Stu%2*4d(�) {•I I o t 1 e I W-2x4 OF-r Wood Ridge Beam) (2)- #p x 10 2) 3u3 £tbuded Aluminum O O (�) Each Side o EStist. 1 o I. I o 1 1 o I IV Screw. (for Extrudd A urr. Ridge Bean) T. 11, & B Fack side 3) Corner Pod w/ 1x3 Tube O ExGdtnq House (for Bctruded Alum. Ridge Beam) ,g wood Zx Bondbo°rd O Existing sttuebrro ' 0' ABaeh- (1) 2xe To Howe w/ Lags An Shown And Ndi Zttd �t6 To lot Detail 1z Detail m Detail 13 Detail 13 View E3@ - - - Ridge Beam tnaotion. forted Adathrum GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS or wood QNot shown) NOTE: Details on this sheet are also in section 500 of the 'All—View Roams Engineering Manual" 2x3 Expander. or Comer Column. 3 1/Y ig. Wood 720 EAST HIGHLAND ROAD (4)- #e x 1' TEK screws. Connect to�g Surat ne P.O. BOX 186 a MACEDONIA, OHIO 44056 (2) Each Side w/ Anchors a 18' O.C. EXCLOSUAES AC. ® (Z1h468-0700 VAX (21e)467-4297 (;r #to x.2'wood screw, 1/4• x 3' L�, tag seswts bcto Wood SCALE: NONE DRAWN: RYVK DATE: 5/3/99 1/4' o x 3`Lp. Laq saeve w/ Laq shlelds tnto Concrete Block or Brick NOTE: Notch Past To � wide Expander The plans, elevations, sections and details contained herein are OF REVISIONS in accordance with- information contained in "Product Engineering (4)- #8 X t' TE]( Screws. 2x3 der. o . , r (2) Each side Comer umn. r3 1/Y 4 Manual on All—View Three Season Rooms as published by Patio KAALA. APPROVED BY 10 Enclosures, Inc., Macedonia, Ohio. Limitations for product usage w ��° _ are contained in said "Product Engineering Manual". See individual PJNAS �Dw7� ��1�00 (4)aho 11r 0cx 11/4rete Lg. °rib-Pln job submittal for specific projections, unit widths and wall heights. DATE (4) — 1/4' # x 3' Le. Lag Screws _ S1GNA RE P.E. REG. NO. Into Wood Detail 13 ALL—VIEW ROOMS —� —d� PE] ENGINEERING — .SECTION 17 SHEET: 4 Existing Roof Shingl Exleting Roof Shingles Gap Flashing Sheathin Sm For Rolling Door Unit Above Aluminum Flashing Under Shingles Aluminum Flashing Under Shingles Shin E�deting Joist As scenery g Size ec Spacing Varies �� Strudurd Silicone Sealant 340 1/4 Lag Screws into Existing Joists i�8 x 1/2" TIX Serowe .:.i:?•:' 1F/'� Log Screws. Through Structural Silicone Sealant s O 1t O.C. Each Side �•`,.�.; •,;'.. Tab/Hanger Assembly asela Into EJating Jaists �t 8 x 1/2" 7EK \ � Rafter Tab/Hartger Assembly 1 1 " ,:;;w •. 2 Into Each I—Beam Size do actnq� �B /r M ` Connecting Panels ry� ( x 1 Mx o •�:c.: Structural SAico Ern d"ment Vari 2 Into Each Existing Be 9 �. Structural SiAcorte Sealant Sealant ° Car"Wft Wall 10 �;'; x�;:••d Structural Sitleons Sealant #8 Screw Expander O Floor '�` x 1/f 7EK Scre 'rr• of p ti.�; r• S r x3 Tube (Used As Necessary) 0.c.O le Each Side �, Nor � ::?�: � ' t Slltcorse sealant T/14' red Anchors O 1g' 0.4. •�,••►"� j' •• a Existing •r '.'t' /2' x 1' x 1/!C' Continuous Angb Sbuclurol Sittcons Sealant Use 0 x 3/� Wood Sam ~I Roof Panel Bearinj Wait 4. Use 0 x 1 11,C' Lg. . Dttvs— n Anchors u�m Concrete E*ft � � Buard, Roof Portal Sandwich Panel Kneewall Eave Fascia Mount Eave Reverse Mount t • (4)—�nLoaft Screw � t (4 1/f TMC screws / CcbTw At Top 795 79tT — Blaak DIG. iEod (2) R� Per Strop kart W Dom. Booker Rod x 1/ TEK 3arsw. rap Bioolr , /1 S' Dta. selling Block ar%Fogm•Pansf. edaert .3'.F04nt.Parmi fawM 31r A-,u bly /� #a x 1/1'sorswe At Each Car' aFa M Red 1 e Fr m iRupporf TO ong. 4 3lds Of t—Beam Aoo.ptabte) tnal Header A-ernbyr?arwr Palteru t Glass Roof Panel Cross-Section Glass Roof Panel Cross-Section ® I—Beam @ Header GENERAL STRL=ML DETAILS FOR PEI 'ALL-VFW 1HREE SEASON ROMIS H ' NOTE: Details an this sheet am also in section aW of the 'All—View Rooms Engineering Mw=r Sealant ('h— is x 1/.r = same Center t On Each Coer At To Dew 795 720 EAST HIGHLAND ROAD r 15%am 3/11' DIG. Backer Red ntolummzC. P.O. BMC IM MAMDONIA, CHIO 440M Settlaq No* (21 t1) 465-07M FAX (216) 497-4297 swam NOTE SCALE: NONE DR111MtC: J.A.R. DATE 0/18/98 The plans, elevations, sections and details contained herein are REVISIONS 0,ream•PWM in accordance with information contained in "Product Engineering NOF Manual on 'Ali—View' Three Season Rooms' as published by Patio , • • Enclosures, Inc., Macedonia, Ohio. Limitations for prodti'ct usage A. are contained in said `Product Engineering Manua{". Sea individual tatNAs O (.t} �° x 1/2' 7EiC Sam" job submittal for specific projections, unit widths and YVall heights. a0 7a 411-00 SiGNA P.F. REG. NO. DATE ; Glass Roof Panel Crass—Section A ALL-VIEW ROOUS —OD PE ENGINEERING — SIMION 17 SFiEE1: g 1/4' x r Lag Serowe ThN Roof Flashing As Needed (2)—Anchors:4■ 0 x 1 1/2' Lg. Nylon Anchors Into C.B. or Br. '1i'—Chan Roof Pone) Panel Into Panel Cap (3) — I8 x 1' Tt7C 5aresre O 'H' Height Structural Silicone Seal (3)— 0e x 1' TEK Screws Into Wood Ridge Beam Poet Panel Ca /8 x W 113,O.C.Screws Anchors At 'H■ Height �•#B x 1/2'TR Screws, Each Side Structural Sllicone Sealant \ �/r Thru Wall Expander Into NO—chonrad Roof Panel ° r Notch to Fit N/F Sids Rall .. Staggered Anchors O IS- O.C. Wall Expander o OW—Channel Inside Corner Poet ;B x t/2' TEK Screws, Thru Comer i� Poet Into Panel Cap Flange. •.. • . lyp. Each Sid Ncd>� ng Structure #B x 1/Y TEK Sorer. Each ana Expander 7trN Carnes Post Into '�i'—Channel Remove Siding B Necessary \ etch Cut Comer Past At Roof Pitch Angle Anighn Use 1 4' )! x 3' Lg. Lag Screws Into Studs. AnchorsAt 18' O.C. Uss t/4' p x 1 1/2' 4 Lag a Lag ShW& trite. jn lov x 1 1/2' Nylon Anchors into C.B. or Br, s Corner Past Concrete Black or Brick VB x I. TEK SareweLg.Lido Woad Detail 14 Detail r'RN Detail 16 - Detail 17 EXTEitIOR 7M scrowe O Glass Width Yember, Trarxmm Unit Glass Width Member, Twrsom Unit (2) Expander T&B Each Side Structural Silicone Seal 10 x 2' TEK Screws O 18' O.C. Floor.Expender Structural smears #B x 1' TEK Serow ® 18' O.C. sealant Between Memb tx3 Tube x t/Z'�E o Top a Bottom Screen Width Member. Toopp Master Frame Member, Screen Width Member, Toopp Maxtor Frame Member, Screen Unit Sliding Door Unit Frame Screen Unit Sltding Door Unit Frame lazing Tape (Not Shown) Top Rag Member, (Not Shown) lase Top Rail Member. Mao RalUng Daor Unit j Rolling Door Unit Continuous Aluminum Angle, 1/8 .D.S. Glace, or An Coda Requires ( i s x 1' M Serowe T Side Ra11s For doss Kneewall dose Width Mamtuer, Gtaee Width Mamtxr, Fired close Unit Fixed Glace Unit Each Side Ja x 1/2'm Screws T&A Each Side O Each Side Window Below Not( Shown) (Not Shawn) Strueturol Smeona Sealant • Glazing Cap INTERIOR Transom Without 1 x3 Tube Transom With 1 x3 Tube Glass Kneewall Ganging, G—Caps Grass Kneewall Ganging, Expanders GENERAL 'STRUCTURAL DETAILS FOR PE I ALL—VIEW THREE* SEASON ROOMS NOTE: Details an this sheet are also in section 500 of the "All-View Rooms Engineering Manual" Seal Between Member Ellr Rolling Ooer Unit Above y■ Ek nder Pa720 EAST HIGHLAND ROAD ehSI de #a x 1/2 TEx Screw P.O. BOX 186 • MACEDONIA, OHIO 44056 Paneltaggered a tin' ac. ENCLOSURESINC. ® a181463-0700 FAX cs1a467-4297 (2} (l8 x 1•TEK screw. rucbaal Smears sealard SCALE: NONE DRAWN: MAD DATE: 11/12/93 otz• o.c. tx3 Tub. NOTE•seal Between MernbsnTop Maslar Frame Tempered Glace The plans, elevations, sections and details contained herein are yM� REVISIONS in accordance with information contained in "Product Engineering Ramng Dear unit Frambrg Manual on 'Ali—Yew' Three Season Rooms" as published by Patio QUA. APPROVED Enclosures, Inc., Macedonia, Ohio. Limitations for product usage FUNAs are can in said 'Product Engineering Manual". Sees individual CIVIL Glass Kneewall job submittal for specific projections; unit widths and wall heights. DATE(or Sliding Unit) 40878 SIGN RE P.E. REG. No. Below Sliding Unit S,0 ALL-VIEW ROOMS ��'��-ed PEI ENGINEERING — SECTION 17 SHEET: 5 ADDRESS: 455 HUCKINS NECK ROAD, CENTERVILLE, MA 02632 _ E" 1, Hathaway's I �,' r \ 1 ��q Pond NoRh � \ \ \ ,\ SUBDIVISION NAME: N/A -- ,��2U �`\ n � y1 ' ,1 r �� Pond SOWN 1 1 f \ \ \ MAP: 233 /BLOCK: 048/LOT; - Y SITE it / \ _�,X47. \ OWNER: DOUGAL MCLAURIN, MELIS ANAHTAR, YAVUZ& NURAY ANAHTAR ,r x / \ I \ \ 23 SIDNEY STREET, APT. 205, CAMBRIDGE, MA 02139 ENGINEER: PI CONSULTING ENGINEERS ` 12154 DARNESTOWN RD, SUITE 622 - ~� s ATTUCK5lANSi_� _. GAITHERSBURG, MD 20878 !'� �,� \� snsuow Q \ / \ I \ ( I ZONING: RD-1 , P°nd Pond l s \ / �� e�Pl \ \ 1 LOT AREA: 0.47 ACRES WITH 2 BEDROOM HOUSE `I ` O, °, l 2`�e �. \ G ��`�`�P \ I 11 NOTES: 1. THE PROPOSED RELOCATION OF THE TANK SHALL BE IN ACCORDANCE WITH ti� I r_}+ / 1 I lake 03 I \ COMMONWEALTH OF MASSACHUSETS ENVIRONMENTAL CODE TITLE V. e�`Go PROP.EQ E OF PA MENT I I I ` 0 "I waxdaq°a` 2. THIS PLAN IS FOR RELOCATION OF AN EXISTING SEPTIC SYSTEM, AND SITE GRADING. o� PROP.PAVEMENT I I ` 3. CONTRACTOR TO CALL DIG SAFE 72 HOURSPRIOR TO BEGINNING OF EXCAVATION. (SEE DETAIL ON THI�SHEET) I I 4. PUMP EXISTING PIT, FILL WITH SAND AND ABANDON. i �, I >• 5. PUMP EXISTING SEPTIC TANK, CHECK TEE'S AND GAS BAFFLE PER TITLE V. VICINITY MAP - -�- I i 4230 REM�VE EX.STAIRS 1 \ SCALE: 1" = 2000' / 21 -6 Y2 P 2 1 ) 4 a.t, 6. ELEVATIONS AND INVERTS ALONG THE EXISTING SEPTIC LINE HAVE BEEN OBTAINED �050.0 / 1 I / U x5PK FROM THE APPROVED SEWAGE SYSTEM DESIGN PLAN BY LANTERY ASSOCIATES / PROP.DECK I 4 2 42zQ 4 §2 42f x-4o.X / ` 4�" I� \ I/ �Te nn ll -� DATED 06/05/2017. / PROP. BLDG FOOTPRINT I 42 2 1 ) 1 1` 7. CONTRACTOR SHALL FIELD VERIFY INVERTS OF SEPTIC LINE AND OUTLET OF SEPTIC \ / I Nz §Q n�i a o I ( 1 I 12'-11" 42 y I ! 1 / / I TANK. a / REMOI/EAND DISPOSE OF 8. RELOCATE EXISTING SEPTIC TANK, AND CONNECT TO EXISTING SEPTIC LINE WITH THE i EX. SEPTIC TANK 8' +4 Y2 S fis °' o I I ! ( l Lf GEN D `Y.�.El \ I ° 1 ) / DISCONNECTED PVC PIPE . \\\ OW2 I I INSTALL PVC PIPE ,�'I ! MATCH EX.TOP OF/ I Q 9. BENCH MARK IS TOP OF CONCRETE BOUND. EXISTING CONTOUR 1 �,S REQUIRED , I WAL ELEVATIONV Ln I 9 \\ I \ / +i I I V t` 48 PROPOSED CONTOUR \ / o ' ` i 10. LOCUS IS SERVED BY TOWN WATER. \ \ ✓ o / 5 I / I c X /2.34 EXISTING SPOT GRADE Z �' Ln t p I 4225 I I I Q I `J 11. THE EXISTING SITE PLAN VIEW IS BASED ON FIELD SURVEY BY J.M. O'REILLY & 42 ' PROPOSED SPOT GRADE o.a � 30 I Concre w m PRO .RETAINING WALL I I I I x-1-.. I Slab o/ N ASSOCIATES, INC., DATED 09/05/2018. o OVERHEAD UTILITY SERVICE REMOVE EX.ASPHALT 12. GRADE, LOAM AND SEED ALL DISTURBED AREAS. ST SEPTIC TANK w \ � , I W I 7 " 44 ` / PAVEMENT DB DISTRIBUTION BOX � 1 0 Ma le Tree \ \ p II Thre / / �� SAS SOIL ABSORPTION SYSTEM Owe\ �'! `REMOVEIABAND 45 I I 8" Dia. Catch l�a�in \ xa i.� I Sea EX.SEPTIC LI I 45 / I 1 ASPHALT PAVEMENT Reserve RESERVED FOR FUTURE \ G f 1 <�6 .( I ( Kim EL=41 ,7_ (MATCH EX. ASPHALT SECTION �, UTILITY POLE EX BLDG FOOTPRINT Ko �/� I ` I t / I IN EXISTING DRIVEWAY) 45� / ® CATCH BASIN Planter I ._ 43.�� 45 + a.a. / Kock Ketainrng Walls _ � / � 8"-12"AGGREGATE OR STABILIZED BASE FIRE HYDRANT CONNECT TO __/ "f t r �� --�/ ■ CONCRETE BOUND, FOUND a EX,`SEPTIC LINE '. �'� �./ �H O APPROVED SUBGRADE x x— LIMIT OF WORK Bearse Pond OW-' Y xG N ; /` / E h ; ' o i A seat Pond) \ �� OH -0..3 - a o- FENCE ( G I 1 I r;arden Planter / I 5-S ` ` �sy REMOVE%RETAINING WALL \ ,�\�, , , , , , .�� EDGE OF CLEARING \ // INV IN=36.5 \ AND SALVAGE STONE FOR 6# 6 G EX PUMP PROP. R AINING WALL U P �/ � PROP. ASPHALT DRIVEWAY SECTION i / NEWS CHAMBER N LO t I ; . : �, / , / ,' , NOT TO SCALE Lj 20'' Holly Tree INV OUT 36.25' / I / 30- 52 52 li O-FT I // i CONNECT TO /' ' ! �'S�BAC I EX. HOUSE SETBACK PROP. GALLON MONOLYTHIC r / / I PROP. GRADE 1 SEPTIC TANK(H-10 LOADING) i EX. PUMP CHAM�ER 1 / / . . . . . . . . . . . . . . . . . EX..500.GALLON.. . . I 1 \ l .5o.,, CO PUMP CHAMBER / o // W PROP. 1500 GALLON MONOLYTHIC i i \ / I // / I / 48 SEPTIC TANK(H-10 LOADING) 48 D I / FBELNCHMARK: / � _. -- . LEACHING Boo sF± / 1 - �B FI�C ' _- - - -- - - - - . . . .. . . .. . . 20. r Eo'v I / ' // dB0 / Top of Concrete Bound REMOVE AND DISPOSE OF r- `� < x� EL= 51 .5± (Assumed datum) 44 EX. GALLON SEPTIC TANK 44 / Ede T Approximate Location of II 9 of Cleartn / 11 40 LL . . CONNECT TO 40 pp x� �— I/ / Existing Sewage Disposal System I I I i Lo \ ' p (Per BOH Records) I I I INSTALL PVC PIPE EX. PUMP 1- I AS REQUIRED. . .51.4 CHAMBER I U o ''- /�j1� -1 '' I 36 I i . . MIN 1%o.SLOPE 36 / Con retc/ I Ketairlxh WWII �` II I I INV IN =36.5' c� /.(g ' - INV OUT= 36.25' 32 32 x., / / F 0 10 20 o Feet 3l8 1SN�L --, 30 0+25 0+50 0+75 1+25 1+50 30 N � _ 0+00 1+00 1+ 5 °D `�� o s� 6`y SEPTIC LINE PROFILE 0 LU"u jf SCALE: 1" =20' (H) 1" =4' (V) C� — _dge Of Abutters PROFILES FOR SEPTIC TANK AND PUMP CHAMBER ARE ONLY FOR GRAPHICAL PURPOSES, AND Cb ACTUAL SIZES WILL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. Pi E NO. DESCRIPTION REVISIONS DATE BY OF A14s NG ti � s SITE GRADING & SEPTIC TANK RELOCATION PLAN SCALE: AS SHOWN }J Pi <S CANER CEUK In SITE IMPROVEMENTS AT P Consulting Engineers 455 HUCKINS NECK ROAD Cl a SHEET 1 12154 Darnestown Rd,Suite 622 CENTERVILLE, MA 02632 455 HUCKINS NECK ROAD of 1 Gaithersburg,Md 20878 (301) 951-7933 �F �e-J (301)631-4459 SIo A�� CENTERVILLE, MA 02632 P20181012 rou CP� info@piengusa.com 2ND ELECTION DISTRICT 01/07/2019