Loading...
HomeMy WebLinkAbout0024 SEABURY LANE /� 14 �p ,o� -'. 'tR,q ay..ne• l4, 0+ Rr��_ ��" 'r 7l.fA f� �h+ A!y '� ,��i ''�Pr a ��:� .,. 1, _ ... w ,.y • u . � ...v �' � ,. �' s+�N ;«,' .�, .a 7r +.x.. ..-. ,,r �., �C - ri.` r T9' + .�,.. •F' 4 -r : � I�.rt,:a t*^, �. '.!?��ry, .�r1 G � ,r ti,t::;4,t .;.. ,., . Y.. h� ...:. .,G „�+-.. to_ • . San '+ . ,{. r._,,aC� ,a�, ,�. ,a. t;, ict� t.m•- ..at: �, ,�M•,�- .J .t.. AAA:;. +• a,. . ' !} "�����t�{ �x�;�Ay!' c��'+� t�`���77 '{,j�� rr�; i�f��•t n�,�rar�•� , h, , AC,Tj, s. r a u F yr w: • v Q1 1 a E ®k � . • y r. s ` r � �, i•= �.¢� ;tv^"gip, i pq c� � � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION '2 Map Parcel Application 01!)13 Health Division Date Issued t 3 Conservation Division Application Fee 7 O Planning Dept. Permit'Fee t 8 • Jv Date Definitive Plan Approved b Planning Board n \ pp Y 9 Historic - OKH _ Preservation/ Hyannis (/ Project Street A�didress ."1 - l�l Village C� Pe�` y lL Owner LEE— Address-2-4 L Telephone 0,14)P Z ermit Request 0C- Iiv Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation _ Construction Type LotSize Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family< Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Xull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area �q.ft) � , j Number of Baths: Full: existing ,new Half: existing new Number of Bedrooms: existing new Total Room Count not including baths): existin � � new First Floor Room Count ( g ) 9 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other e Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 7 g Zoning Board of Appeals Authorization thorization ❑ Appeal # Recorded ❑ •' Commercial ❑Yes No If yes, site plan review# �' Current Use Proposed Use APPLICANT INFORMATION (BUILDER:OR HOMEOWNER) -- Name -I��'L`l�- — Telephone Number i p � p � ' Add c ress License # C) `I T® `q �1 gg AvP4,i ,J D-ZLCZ Home Improvement Contractor# t S Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO N, M S 9.-TT— n, a SIGNATURE I L DATE J 1 i FOR OFFICIAL USE ONLY AIPPLICATION# ,t DATE ISSUED ( MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION d r FIREPLACE ` ELECTRICAL: ROUGH FINAL tit PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING k ; DATE CLOSED OUT ' t r ASSOCIATION PLAN NO. r t t 1 'i LEWIS &WELDON CUSTom BUILDERS DESIGN + BUILD ill Airport Road Hyannis,Massachusetts 026oi 5o8-778-5757 office 5o8-778-5111 fax PROPERTY OWNER AUTHORIZATION 'N'Unc r and Donllcl Lte Lai-itStabury As owner/owners of the subject property hereby authorize Lewis and Weldon to act on my/our f behalf, in all matters relative to work authorized by this building permit application and all subsequent sub permits governed by the Electrical Code, as well as Plumbing code for the project =Signature of Owner/Owners Date Print Name/Names I I Lewis & el on Authorized Representative Date Print Name Lewis and Weldon Custom Kitchens - Lee;Nancy&Donald 111 Airport Road 24 Seabury Lane Hyannis,MA 02601 Centerville,MA 02632 508-778-5757 H:508-957-2467 C:617-780-0420 Fax 508-778-5111 1/24/2013 nancyjlee@comcast.net Kitchen 2 Not To$Cale 927 _ —29314 193/9 - .. - .• 124 126 _ 20 1/4 31/9—13/91 U—233-1 UZ 1s 3/8I I:#c ';^.-:11 _�`ILM�A 11/z .. - 122 82 J. r 121 15 J 5/8 - - - 1615/8 20 131 20 13/16 - - - 46 Current Design 2013/ 2013n6 130 1 U2 26 U9-1 L2 213/4 1 1 27 119 26=31/2 J2 2 rl.. A35 3/9 30 - -1 29 - Y 30 U8 1 932 134 137 3/4 137 3/9 r '. 185 ' / - w -Lee,Nancy&'Donald Lewis and Weldon Custom Kitchens 24 Seabury Lane 111 Airport Road Centerville,MA 02632 - - 4 :617-780-0420 H a nnis MA 02601 - H:508 957 2 67 C Y � ,. 508 778 5 757' nancyjlee@comcast.net Fax 508-778-5111 1 24 2013 Not To Scale Kitchen 2 - Wall 22 i.75"TOP"L.ON EP 3/6 11.125 X 40.5 ME . TOP CAB NOT BLIND CORNER CAB,RUN FILLER TO TOP 15 30 15 3/6 ♦ .. h ..... � ..- .,. ..a ,. z Jt i' CALCULATED TO BE 3/8 OFF RIGHT WALL (3/8 UNDERSIZED,BLIND WIDTH zz uz O - OF CAB REDUCED BY 3/8 FOR THIS) 30 28 112 S ice p s uz Rack 94 on door uz 30 '.99 INSTA LL CABS HERE INS .. OUT 1' 161/4 PULLED O .. - Custom Wood Tray 29 / 1)2 .8 5 0 5 M ens3ofs ® Co ® - y 0 Dead 341/2 311/2 Corner 36 3/9 0 " �9,t F � : . 17 slB 30 57/6-- - 25 - -z B3 , .. Lewis and Weldon Custom Kitchens Lee,Nancy&Donald 111 Airport Road - 24 Seabury Lane Hyannis,MA.02601 Centerville,MA 02632 508-778-5757 H:508-957-2467 C:617-780-0420 Fax 508-778-5111 1/24/2013 - nancyjlee@comcast.net Kitchen 2 Wall 23 Not roScale 1112 - ~ - u, ill U9� 1)11.125X40.5ME13 1/4 \ - \ r - , 293/9 Lewis and Weldon Custom Kitchens Lee,Nancy&Donald ill Airport Road - Centerville,MA 02632 Hyannis,MA 02601 H:508-957-2467 C:617-780-0420 508-778-5757 Fax 508-778-5111 `i 24 2013 nancyjlee@comcast.net Not To Scale Kitchen 2 - Wall 25 t3JB---(49314)e;--_' DEE . 99 0 Dead Existing Stainless - Corner 00 Steel GE D/W IMP 134 1/2 34 U2 34 112 C= 213/9 33 29 B1/2- 31/4 U2 1 3/2 3R 74 1/2 . Lee,Nancy&Donald Lewis and Weldon Custom Kitchens 24 Seabury Lane III Airport Road Centerville,MA 02632 Hyannis,MA 02601 H:508-957-2467 C:617-780-042D 508-778-5757 nancyjlee@comcast.net Fax 508-778-5111 1 24 2013 Not To Scale Kitchen 2 - Wall 28 8318 -9 5/8- 29 3/9 1'2 - - 2013/16 200/16 - 293/9 - - - ENT GRILL MACHINED a TO PANEL 1 11 u2. ELOW CABINET ) 10.25x40.5 ME 1)11.125X40.5 ME 6.75 TOP RAIL C 0 O 40 1/2 .. - 941/z ' FRIDGE ENCLOSURE LIEB=R 30" FRIDGE 27" DEEP 4119 STAINLESS STEEL 00 6114 INSTALL CABS HE E G" V-Groove 't h 1 / PULLED OUT 17 60 - l 1 u9 - 1)21.875"X 30.5 ME o o Cutler O31 - .:39 1/2 - f 39 U2 \ Rots 2-Rots 20 13/16 20 13/16 29 3/9 1 V2 11 U2 9 V2 . 65/8-. --83/8- .. , 1615/8 - - Lee,Nancy&Donald 24 Seabury Lane Lewis and Weldon Custom Kitchens III Airport Road Centerville,MA 02632 H:508-957-2467 C:617-780-0420 Hyannis,MA 02601 nancyjiee@comcast.net 508-778-5757 1 24 2013 Not To Scale Fax 508-778-5111 Kitchen 2 - Wall 31 15.875X40.5 ME' PAN UPRtPHT P ks .0625 TOP QPNG MID RAI 26u9 00 Q9 , 16 u, Fat Panel - -•. : - ' O THIS CAB 26 DEEP,USE 24"SLIDES 00 31 1/2 - .. 2- Rots* 1)7"@ BOTTOM 1)3"@ TOP, - INSTALL SO 13.5"CLEAR BETWEEN - 26 114 1 12 - 1N 11/2 - - '- --303/9 Lee,Nancy&Donald Kitchens 4 Seabu Lane mK 2 Lewis an d Weldon Custom rY 111 Airport Road Centerville,MA 02632 Hyannis,MA 02601 H:508-957-2467 C:617-780-0420 508-778-5757 nancyjlee@comcast.net Fax 508-11 778-5111 1 24 2013 Kitchen 2 - Wall 35 Not To scale MAKE 22 114 W OPENING INSTALL 1/4"SLEEVES MORTISE POST BOTH SIDES WINE COOLER FOR ELEC RECEP IN SH OP R Exi ting]enn-Air wir a cooler in basement). - i . 14 2 .w - 39 U2 Ro 26 W V4 21314 .. 13 U2 1/4 114 114 - 84 114 S Lewis and Weldon Custom Kitchens Lee,Nancy&Donald 111 Airport Road Centerville,MA 02632 Hyannis,MA 02601 _508-778-5757 H:508-957-2467 C:617-780-0420 nancyjlee@comcast.net Fax508-778-5111 �„ 1 24 2013 °' + Not ToScale Kitchen 2 - Back of Wall 35 . .1 i .. r 1 R �a'z�eare*.w C' „ 67 1/2 1112 69 114 r o I Ml6-7 PARTRIDCE 6 ° WA Y " �3.9 8 N84 pp;?0 y � i 63. ASSESSORS FOUNDATION � � MAP 208—77 / LOT I ASSESSORS BULKHEAD MAP 208-147 N84 "20"yy 100• p p, — ASSESSORS MAP 208—78 LOT 2 ASSESSORS PLAN REF• 122197, 236175 & 19511 .�.L� = pK( ,� MAP 208—76 FL OOD ZONE "C" FOUNDATION CER TIFICA TION RES ZONE. 'RC" TOWN, CEN RViC'GE:SCALE 1'=20" PLREF.• SEE-ABOVE ELEV.- N/A SETBACKS.- 20 10"-10" ®"''1�-®A�'&'-4 YANKEE LAND SURVEYORS ®®*`-A of AU �av & CONSULTANTS l CERTIFY THAT THE 7� PSTEPHE ; " P.0.1 BOX 265 FOUNDA TION IS SHOWN J �. ► UNIT 1,, 40 INDUSTRY ROAD ON THE PLAN AS IT EXISTS DOYLE � #,7559 � ► CMARS7'DNS MI�LS,:MA 02648 ON THE GROUND. `o _; o�oQ a� TM 508—428—0055 FAX 508—420-5553 �u���� JOB i S�o DA TE.• 11-13-2007 NUMBER 54294 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 •tom: . Map a®4 Parcel Application ��✓ Health Division Date Issued It i l '� Conservation Division Application Fee . } Tax Collector -Permit Fee ( o� Treasurer - -IA t,% Planning Dept. - Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis . Project Street Address a2q -5�'_Q bQ r y LQJ C- Village agf0 'P r U e, Owner -DO),gIdA /1 �ee Address Telephone fo/7- 72o -bV ao (A n mac, er 6/ 7- 78b --® bon Id Permit Request +b bu c l d a one ealy, , cl fca e_k P d_ aQ rg Q r. lw;�AA o- 5!&Adjn comm ah "fL 5eeend oor- 1xi e-C, . t AD Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District 1� Flood Plain Groundwater Overlay Project Valuation 46,&45w Construction Type I JeL Lot Size . ,97 00,Af-S Grandfathered: ❑Yes %No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure ur5 Historic House: ❑Yes $No On Old King's Highway: ❑Yes b(No Basement Type: 0 Full ❑Crawl" ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new—0 Half:existing new 0 Number of Bedrooms: existing new i Total Room Count(not including baths):existing g new / First Floor Room Count 5 ss� r co �f Heat Type and Fuel: Gas ❑Oil ❑Electric — yp 1� ect c ❑Other , -� _ w edf ba Central Air: ❑Yes X No Fireplaces: Existing O New 6 _ Existing I tove: Yes ❑No Detached garage:❑existing Sinew size aox A Pool:❑existing ❑new size Barn:❑ex' ting anew s e Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: f Zoning Board of Appeals Authorization ❑ Appeal#, _Recorded❑ Commercial ❑Yes )d No If yes, site plan review# Current Use Proposed Use 94raqe BUILDER INFORMATION Name P Telephone Number -o i : '�- Addre§s License# �o Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J FOR OFFICIAL USE ONLY ? 'APPLICATION# f DA WE ISSUED } MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION ,FRAME C� �4��8 •INSULATION �3��R(�> Inv- FIREPLACE ELECTRICAL: ROUGH FINAL a PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. .ti PROJECT NAME: Cl c� ADDRESS: �O✓� G✓1 `z'^�' �'L , a � P PERMIT# PERMIT DATE: D q-) G� M/P: 20 LARGE ROLLED PLANS ARE IN: BOX 2 0 SLOT . Data entered in MAPS program .on: BY: q/wpfiles/forms/archive �FTHE�gty Town of Barnstable "a Regulatory Services BAENSTABLE. : Thomas F. Geiler,Director MAss. At 1639• A.�� Building Division Ep MA'1 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Z(o f 0-7 JOB LOCATION: Ll Sen"„ r j CcY1 4-eae el Ile- number street village "HOMEOWNER": '71 6y-%"A G1'7-7Sb - 64 L(o (o % 7-5-714 name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned`.`homeowner"certifies that he/she understands the Town of Barnstable.Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Si nature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control'. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot.proceed against the unlicensed personas it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Table J='LJb teGsMsigo) Pmv3gtiro Farlmgd forflne wad Txo-Fx=By RaldezU 33uflalm Wimied trig F'asdY•FPa1s • l�4.A?Cf1KI1M � h51rIIMUl4� Glazing Glazlag Ceiling Wall Hoar 13i Acd Slab 'Heatiag/Cooling Am'('!a) U-valact R-Yiluf� ' R•vala R y4uc' wau �Z Agent Ef6deacyP ' Paelsge R valsu� R-raluer . . 5101 to 6500 nesting Degree Dnys� ' I2°!a• 140 33 I3 19 10 . 6 N0 12% M2 30 19 . 19 10. 6 Plotmel QJO 31 ' I3 19 10 6 'SSF'IJE I59"a 036 31 13 25 Id/A N%A: �+iormsl 0.44 33 19 19 10 6 ldQrmal 15% 0.44 36 13 25 NIA A AFJ� Rr 13% 0.32 30 t9 I9 10 1 �AFVE 111'!° - 032 313 13 2MIA I+I/A Noressa! . y 13•J. 38 19 25 NIA NIA-` Normal 2 • 13'f 31. 13 i9 Id S 90 AF n U% 0.30 30 19 19 10, 8 90 AME >3O AI)t)REO OF PFIOPEFITY' SQUARE FOOTAGE OF ALL EXTERSOR WALLS: 3, SQUARE FOOTAGE OR ALL GLAZING. 4, % OLAZINQ AREA.(93 DIVIDED BY•N2): �. SELECT PACKA(m AA a sea chart above): ; NOTE.; otm MORE IIwOLVED I MTHODS OF DET IINING ENER4 REQUIREME34TS ARE.AVAILABLB, ASK.JS FOR THIS MORMATIONk • BUIt.DIhTG•L�tSPECTDRP.PPI�DVAL: • YES:. NO: 'q-��-©cG303a Item Stairs&Studio Garage window sq ft A&B 18.1 18.1 E 19.7 F 4.8 D 12.3 C 18.4 G 44.5 H 10.5 Total windows 73.2 55.0 Doors#1 63.0 #3 8.3 #4 21.0 #5 16.3 Total Doors 108.6 Total Windows&Doors 73.2 163.6 Wall height in feet 7.0 9.5 length: north 20.0 24.0 east 14.0 24.0 south 20.0 24.0 west 14.0 24.0 Wall sq footage 140.0 228.0 98.0 228.0 140.0 228.0 98.0 228.0 total wall sq ft 476.0 912.0 Formula:sq ft glazing/sq ft walls includes doors 0.1538 0.1794 combined floors 0.1706 • r 6 CONSTRUCTION SPECIFICATIONS THE LEE /STUDIO ADDITON 45 SEABURY LANE CENTERVILLE, MA. 02632 NUCHAEL A. JIMERSON A.I.A. Y 193 HORSESHOE LANE, CENTERVU.E,MA.02632 telephme: 509 775-4264 f. LEE GARAGFJS IDIO SP CATIONS: 1) GENERAL REQUIREMENTS: a) Plans and specifications are cooperative. b) All labor and materials reWired to fully cenry out the intentions of the plans and specifications are part of this contract,whether or not specifically docurneaiftd. c) The contractor shall provide each item mentioned,indicated or implied to achieve the building according to the methods of best won practices. d) In no event is any article,operation,method or Material to fall below the standards set by FHA Mimmum property Standards for One and Two Living Units,latest edition and all amendments to date. e) The contractor will comply with all State and local codes (1) Covered in the 1992 Council of American Building Officials One and Two Family Dwelling;Code and the 1993-1994 Amendments to it,even in the event of conflicting requirements in the plans and specifications and at no additional cost to the Owner. f) All equipment and mainials we to be insmVW according to manufacturWs recommendations,and are to be new. g) The owner shall be the final judge of the Quality of the workmanship,and reserves the right to reject any work he considers inferior. 2) SITE wom (—See, 14v-)f Pad`, 3) CONCRETE: a) Concrete work shall conform to"Building Code Requirements for Reinforced Crete and"Spedficaflonsfor Structural Concrete for Buildings"(Latest Editions,ACI 319 and ACI 301)L b) All Concrete shall attain the following Compressive Strengths(f'c)at 28 days: (1) Concrete exposed to weather and basement foundation walls:4,OW PSI(with air entraining agents conforming to ASTM 2W,vmsol resin type and water reducing agents conforming to ASTM C4%). (2) All other concrete: 300OPSI(with water reducing agents conforming to ASTM C494). (3) All concrete shall be normal weight with a dry density of 144 pounds per cubic foot(plus or minus 4 PCF). c) The following minimum concrete cover shall be provided for reinforcing. (1) Concrete placed against the earth 3 inches. (2) Sides of footings,walls and piers 2 inches to main steel (3) Slabs on grade at mid depth d) Reinforcing bars shall conform to ASTM A615,Grade 60. Lap bars a minimum of 36 diameters at splices. Welded Wire Fabric(WWF)shall conform to ASTM A185. Lap mesh 6 inches at splices. e) Construction joints shown on the drawings are mandatory. Reinforcement steel shall be continuous through all won joints. All construction joints shall be keyed. f) Detailing,fabrication,and erection of reinfmcment shall conform to the latest edition of the"Building Code Requirements for Reinforced Concrete","ACI Detailing Manual", and"CRSI Manual of Standard Practice,. g) The contractor shall submit design mixes for all concrete. h) The contractor shall submit reinforcing shop fabrication drawings to the architect for all re-bar prior to delivery to the field i) Provide a 6 mil.vapor barrier under interior slabs cast on grade. Pave 2 of� Foundation anchor bolts shall be 1/2"diameter steel conorming to ASTM A307 and j) Unless "se shaIl beat least 10"long plus a 2 long horizmrtal bed at the bottom. noted on the drawings,the bolts shall be spaced at a maximum of 24"on center with an additional bolt within 12"of each corner of the foundation. Each bolt shall be placed with a 2112"(plus or minus 3/81 extension above the top of the concrete to allow for full engagement of the lower sill plus a washer and a nut without countersinking the top of the lower sill plate. k) All footings shall be founded on solid rock,naturally deposited,undisturbed inorganic soil,or on compacted structural gravel fill placed after removal of the unsuitable materials with a minimum bearing capacity of two(2)tons per square foot. 1) Where unsuitable bearing soil or existing fill or unsuitable rubble from previously existing building construction is encountered at the specified footing elevations or beneath new slabs-on-grade,the excavation shall be continued down to suitable material and backfilled with compacted structural fill to permit the new footing to be placed at the specified elevation. rn) Bottom of footing elevations are shown on the foundation plans. The architect shall monitor bearing soil and placement of compacted structural fill. No foundation concrete shall be placed in water or on frozen sub grade material. until the n) All perimeter foundations and slabs shall be protected from frost penetration project is completed. o) Do not backfill against foundation walls to a difference in grade of more than two feet until either a temporary or permanent lateral stnCtural support system is in place and of full strength. p) St d gravel fill shall consist of hard,durable stone and course sand free from frost, frozen lumps,topsoil,clay and other deleterious materials. All structural fill placed off 7" the proposed building footprint shall be placed in lifts having a compacted dfickness or less and be compacted to at least 95%of.its maximum modified proctor q) All sub-surface geot chnical investigation has not been done for this project. It is the responsibility of the General Contractor to undertake additional test pits or further investigations as necessary to assure that the assumed allowable footing bearing pressure shown above in item#K can be achieved and that the footings are founded on the proper bearing strata. 4) MASONRY: 5) METALS: a) Lead coated copper for all flashing. b) Drilled-in Anchors: (1) All drilled-in anchors shall be by Hilti Corporation and shall be installed in strict accordance with the manufacturer's recommendations. (2) Anchors to be drilled into solid concrete shall be"HIT HY-150"or"KWIK BOLTS II"as designated on the drawings- c) Structural Steel,miscellaneous metals: (1) All structural steel shapes,plates,and bars shall conform to ASTM A36,yield strength=36KSI. All structural steel shall be thoroughly cleared(SSPC-SP3) and receive on coat of shop applied primer. d) Metal Fastenings (1) Provide galvanized joist bangers at all flush framed conditions.Unless otherwise approved by architect,hangers for beams wider than 3 1l2"shall be lfi gauge. Submit all Proposed hangers for approval• Hanger and other prefabricated steel connector designations on the drawings are to be mangy by Simpson "Strong-Tie"connectors or equivalent. The contractor may substitute lmngers of Pace 3 of to I similar size and capacity that are fabricated by other manubdurers or are custom fatxicated fimn sftww al steel plates and angles. Submit proposed moons to the engineer for approval. Do not alter'any connectors,inthe field without first consulting with the engineer. Where minor field fit-up modifications are necessary,notch the timbers;never modify the metal connector. . (2) Provide Simpson"H2.5A"Hurricane Anchor Clips or other equivalent 18-gauge steel framing anchors at all rafter supports. r 6) WOOD AND PLASTICS: a) FRAMING: far (1) Rough Carpentry: All rough framing joists,girders,rafters and studs in load bearing walls shall be Spruce-Pine-Fir #2,Southern Pine#2,Hemlock-Fir#2,or better. Fb(single use)=875 PSI. Fb(repetitive use)=1,000 PSI.E= 1,300,000 PSL Lumber for exterior exposures and sills in contact with concrete or masonry shall be Southern Pine#2 and shall be pressure treated with a preservative. Fb (repetitive use)=1,260 PSI. All rough framing lumber shall be either kiln dry or storage dry with moisture content of not more than 19'/0. for 2"x6"stud (2) At all comers of the perimeter walls provide a 3-2"x6"corner post walls and a 3-2"x4"stud walls. at 8'-0" center at all floor (3) Provide metal strap Xbridging or solid bridging joists. (4) All rough framing details not specifically shown on the drawings shall comply with standard platform frame construction and with the applicable provisions of the Commonwealth of Massachusetts State Building Code including nailing schedules. (5) Ivfin,mum post sizes where girders are parallel to the wan: Seethe mimomum lintel schedule below for shorter spans. For spans up to 91-0",Provide 3"of bearing(2 jack studs)- For spans up to 12'-0",provide 4-1/2"of bearing(3 jack studs). (6) In studs of bearing walls,notches made to receive ductwork or Pipe shall be cut not more than 1/4 of the depth of the stud or the studs shall be doubled or otherwise reinforced. (7) Unless otherwise noted,provide the following lintels over openings in load bearing stud wails: I,EEL SIZE MAX.ROUGH M[N.END OPENING BEARING 4'-0" 1-1/2"(1 Jack stud) 2"a 6"Stud Walls 3-2x6 3-2x8 5'-3" 1-1/2"(l Jack stud) 3-2x10 6'-6" 3"(2 Jack studs) 3-2xl2 8'-0" 3"(2 Jack studs) 4x12+2x12 8'-9" 3"(2 Jack studs) (In 2"x6"stud walls provide 1C2"plywood finer pieces as necessary to yield a 5 I/2"wide beam). Pa or,4 iaf (8) Laminated Veneer Timbers shall be designated with a"LW on the plans and shall be fabricates by the TRUS JOIST CORPORATION of Boise,Idaho, BOISE CASCADE CORPORATION,or LOUISIANA-PACIFIC of Portland, Oregon. The allowable bending stress shall be 2,6000 PSI. The modulus of elasticity shall be at least 1,900,000 PSI. (9) In girders,beams,or joists,cuts and bor roles shall not be deeper than 1/5 the member depth nor more than 2 inches in diameter. Such holes shall be confined to the middle 1/3 of the member depth,and shall be separated by at least 4 inches of solid wood. If piping,ductwork or other mechanical systems mstalla"on shell require cuts or hobs to be made larger than allowed above,the contractor shall add extra joists,provide flush framed headers and trimmers or make other minor shuctural revisions as required by the engineer to accommodate this work- (10) For beams made up of multiple solid sawn 2"x members or 1.75"LVL members,each lamination shall be secured to the adjacent piece with two rows of 16d nails at 12"on center. Special bolting patterns are shown on the drawings where they are necessary. (11) Where stud walls are greater than 8'-0"tall,provide one row of solid horizontal blocking at mid-height. (12) The Tnr Joist Corporation of Boise,Idaho;Boise Cascade Corporation;or Louisiana-Pacific of Portland,Oregon shall manufacture timber I-Joists shown on the drawings. Submit specifications for other proposed equivalent high performance engineered lumber products. Submit to the architect a proposed erection plan for each floor framed with these products for review prior to shipment to the job site. See framing schedules for 1-joist hanger,specifications. b) SUBFLOORING,ROOF SHEATHING,AND WALL SBEATH NG: (1) Sub flooring,roof sheathing,and wall sheathing shell be APA-INT plywood with exterior glue. Roof Shehing pinched at more than V/12'shall be 5/8" thick(LD.Index 4824). Plywood sub flooring shall be 3/4"thick"STURD-I- FLOOR"with tongue and groove edges(LD.Index 4&24)with a grade of C-D. Plywood roof sheathing shall have metal H-clips,said blocking or tongue and groove edges at panel joints. All plywood sub-flooring shall be glued to supporting joists with a construction adhesive. Floor and roof streathirrg shall be secured with annular ring nails(staples are not to be permitted). Sheathing shall be installed in strict accordance with manufactauers exposure,spacing and span ratings and shall be stamped by a recognized agency to show those ratings. c) EXTERIOR SIDING: (1) Exterior shingles are to be marurfwtored by Maribec Industries Inc.(1-800-363- 1930)"Nantucker grade,which is premium quality eastern white cedar shingle, 100%heartwood,with zero defects allowed.Maximum exposure is to be 5"and { joint spacing should be between 1/16"and 1/4". Joints(spacing between. shingles)of three successive courses should not be in alignment. Rust-resistant nails only either hot dipped galvanized steel or aluminum—alloy nails. Two nails per shingle,regardless of its width. Nails are to be located about 314"from each edge and 1-1/4"above the butt line of the overlapping shingle. d) EXTERIOR TRIM: P V�` (1) Exterior trim is to be a adkd&pFW as manufactured AnAM www.azek.com, 877-275-2935. Window trim,door trim,fascia boards,soffits,corner boards,and column wraps are to be fabricated by Millwork Unlimited which is distributed by Peeve 5 of �� Parksite,Plunkett-Webster 800-243-2283. Window and door casing trim is to be 5/4"x 4"flat casing with#MU501 Non-Stock Sill for windows. The fascia boards are to be 1"x 8". The comer boards are to be fabricated from 5/4"x 6" AZEK. The exterior soffits and porch ceiling material is to be fabricated from 1/2"x 6"x 18,AZEK bead board. The square smooth column wraps are to be custom design,see architects elevations,to fit over a 6"x 6"column,ship preasseinbled on 3-sides and secured with lock miter joints. e) MILLWORK: studio in the eaves (1) Fabricate and install built in bookcase cabinds in the upstairs as indicated in Plan- f) CEILING WOOD PANELING: JJr x 4T tongue and groove pre-primed both sides pine. g) MDF BEADBOA.RD WAINSCOT AND WALL PANELINGING: (1) Bead board wainscot and wall paneling to be MDF(medium density fiberrboard), tongue-and-groove bead board planks,Paint-grade,1/2"thick pre-primed both sides,finished width of 3"as mane fadured by WINDSOR-ONE SPBC4 bead board;website www.windsorone.com telephone:707-838-7101. Alternate to MDF bead board t&g planks would be MDF(medium density fiberboard) shed-stock bead board that comes in 4'-0"widths. Note if this product is used take extra care to seal cuts ends during installation. h) STAIRWORK AND HANDRAILS: ITTS, (1) Install stair box newel posts,balusters handrails as fabric by F �ters IT s to be to website:w-ww.5tts.com;telephone: 205-345-5188. Stair system i Post post;newel box is to be#F4091 plain,paint grade finish;handrail to be#F6005- Plow, 1-3/4"Plow paint grade finish;#F6006 shoe rail,paint grade finish;l-3/4" square balusters. i) INTERIOR TRIM: (1)Interior trim to be flat preTrimed pine 1"x 4"window and door casing,I"x 6" base moulding 7) THERMAL AND MolffrURE PROTECTION: a) DAMPPROOFING: (1) One(1)layer 6 mil polyethylene under all slabs on grade.All joints lapped 6", sealed and taped. Mopped waterproofing on entire perimeter foundation. (2) Home Slicker Plus Typar' house wrap as manufactured Benjamin Obdyke Ind Telephone.(800)523-523-5261;website: www.beniaminobd Yke.com. b) INSULATION: Oevens-Corning• (1) Fiberglass bast,R 19 all exterior wall as manuf ctured by (2) Seal Sealee#L19 is to be used between sill plate and foundation as manufactured by Owens-Corning. ed on the underside (3) ICYNENE,a low-density soft foam insulation,is to be spray of the roof flaming of the studio and the floor framing between the garage and studio to a thickness of 9-1/2"with an R value of over 30(which is required by the Massachusetts State Building Code for ceiling insulation),www icynene.com 800-758-7325. c) SEALANTS: (1) Silicone type,clear. Where there are openings more than 3/r deep pack with Neoprene joint filler to 3/8"of the surface,then seal. Fasre.6 nf�� d) ROOF ACCESSORIES: underlayment as manufachmed by Grace (1) `Grace Ice Water Shieldroofing Construction Products, a. Telephone: (866)333-3726;website: www.graceconstntdion.com. (2) `Grace Ultra'roofing underlayment for use on the shed dormers and porch roofs as Manufactured by Grace Construction Products, a. Telephone: (866)333-3726;website: www aaceconstruction-com. e) ROOF ENGINEERED CEDAR SHADES AND RIDGE CAPS OPTION#1: (1) Roof shingles to be manufactured by Enviroshake,telephone: 1-866-423- 3302;website:wNvw.environshake. Available: Dresser-Hull Golden Rule Lumber Center, Lee,MA.Telephone:(413)-243-1400.This Product can be installed with an air nailer,comes with a 50 year Non-prorated Warranty,and is 95%reprocessed post-industrial polymers,fibers,and rubber.These engineered shakes are'to be used in conjunction with 301b.Roofing felt,`Grace Ice&Water Shield'undeclayment along the eaves,ridges,and valleys.And`Grace Ultra' roofing underlayment is to be used on the shed dormers and porch roofs- f.) ASPHALT ROOF SHINGLES OPTION#2: Tab Asphalt shingle to match (1)Roof shingles are to be a 30 Year`Architectural shingles are to be used those on the existing house in color and style. These asphalt in conjunction with 30 lb.Roofing felt,`Grace Ice&water Shield' undeelayment and the`Grace Ultra'roofing underlayment on the shed dormers and porch roofs. g.) SHEET METAL FLASHING: and wood stad (1) Galvanised metal drip edge is to be used at the concrete footings wall connection. the (2) Lead-Coated copper flashing is to be used at the roof the drip edge, porch roof wall connection,dormer wall roof connections,and at all other roof penetrations- 8) DOORS AND a) WOOD DOORS: TruStile,website: (1) All exterior doors are to be manufachired by www.nustile.com.Doors are to be of the`PL406'series(a two panel door), Exterior Grade,with the 1'3/4r`OG'(reverse roman ogee sticking option),and the I Ir`C2'(flat panel option),and the French lite OG sash with unless other wise noted in the door is to be by TnrStile schedule of the ce 10'Externstrueflon ior or Grade 1-3 door to storage square stick and v-groove Planks - b) STEEL DOORS: (1)The interior steel doors of the garage into the storage rooms are to be manufactured by THERMA TRUE DOORS,wwwAmmatru.eomn,Telephone:(8W)- 843-7628. Those doors are manufactured out of Premium steel in the 100 series a plain front 7'-V height see door schedule widths. c)GARAGE DOOR: Pave 7 of 14 I t (1)Option#1: The garage door is to be manufactured by:Halm's Woodworking Company,Inc.,website:www.hahnsvvoodworkina.com. The garage doors will be fabricated to operate as sectionial overbead door,Model#201. (2) Option#2: The garage door is to be nmufacwred by:Amarr Garage Doors, 165 Carriage Court,W-.wn-Baleen,N.C.27105,website:www.amarr.com.1ht garage door will be fabricated to operate as sectional overland door,from the Classica Collection`Santiago'with divided light windows#S5. (3) Option#3: The garage door is to be manufactured by:Designer Doors Inc.702 Troy Str+eet. :River Falls,W154022,website:www deli erdoors.com.: telphone: SW 241-0525. The garage door will be fabricated to operate as a sectional overHead door,from the`Carrozza'collection Model#BSVX 241 d)WINDOWS: (1) The windows are to be manufactured by ANDERSEN WINDOWS&DOORS, website:www.andersenwindows.com,telephone: 800-426-4261. The windows are all from the 400 Series;manufactures numbers as Per window schedule;exterior colon white;interior colon white;permanent exterior and interior spacer bar for grilles;3/4"grille width;High Performance Low-E4 double insulated glass;Tibeca hardware color to be white,and white TruScene insect screens. The awning windows specified for the cupola are to have the Awning Electric Operator and rain sensor with wall mounted control switch option e.) GARAGE TRANSOM WINDOW: (1)Garage transom window is manufactured by BROSCO,website: www.brosco. 9,-w(14-ught) 1-3/8"thick single glazed glass window with a rough opening of 9'-1-1/r x 1'-2". f.) WEATHER STRIPPING: (1)All windows and doors not factory stripped to W ACCURATE or approved equal for top,sides,and sills. g.) HARDWARE: Contractor to punish and install owners' hardware selection. 9) F 1NLSHES: a) WALLS AND CEII,INGS:5/8"Gypsum board Plaster base or blue board with a 1/8"veneer coat of plaster smooth finish. b) GYPSUM BOARD: 3/8"Gypsum wallboard for behind built-in bookcases. c) GYPSUM BOARD TYPE X:5/8"type X gypsum wallboard for garage, storeroom walls and ceilings to provide separation from studio above. d) WOOD BEADBOARD:Bead board wainscot and wall paneling to be MDF(medium density fiberboard),tongue-and-groove bead board planks,Paint grade, lir thick Pre- primed both sides,finished width of 3"as manufactured by WINDSOR-ONE SPBC4 bead board;website www.windsorone.com:telephone:707-838-7101. Alternate to MDF bead board t&g planks would be MDF sheet-stock bead board that comes in V-0" widths. Note if this product is used take extra care to seal cuts ends during installation. e) WOOD PANELED CEILING: 1/2"x 6"tongue and groove pre-primed both sides pine seal all end cuts with primer during installation. f) IIV'IERIOIt PAINT: Bj3NNJA IN MOORE paint. All walls and wood trim are to be primed with two coats of primer prior to painting. . . g) WOOD FLOORING: Option#1: Man is to be MIRAGE; website: www.miraaefloors.com;telephone: 800-463-1303;Classic Collection;3/4"x 3- Nor R nff�� 1/4"solid Brazilian Cherry Qatoba)with matching stair treads;prefinished with Nanolinx;and a 25 year finish warranty. Option#2:Mmubetwear is to be MIRAGE;Engineered Collection;5/32"solid wood wear layer x 3-5/16»;in either Brazilian Cherry(7atoba)or Santos Mahogany(Cabreuva)with 3/4"solid matching stair treads;in double herringbone pattern;pry with Nanolinx and a 25 year finish warranty-(Local contact: Holly Moore hmoo g@midcape.net Telephone: 508-746-3085 ext.4830). h) STONE FLOORING: Stone flooring is an option at the landing of the studio stairs at the entry. Golden Slate flooring as distributed by Anne Sacks #AS2404- 2, 12"x 12"x 1/2";seal grout and slate. 10)SPECIALTIES: (Not Used) 11)EQUIPMENT: (Not Used) 12) F'URNISBINGS:(Not Used) 13)SPECIAL CONSTRUCTION: (Not Used) 14)CONVEYING SYSTEMS: (Not Used) 15)MECHANICAL: To be provided by Owner and installed by contractor. a) taiility S owner purchased and for installed.Opti 1 is a sink as man Kohler,website: ohler om. 1 -1 3 `Hollister U' ' Sink", wall mo 28"x " 17-1/2" vi china, a center h e drilled ledge f gooseneck #K 9000 adj c P-trap with outlet, l- 1 =2"; 1 4-P support brackets; -13707-D la ry Ply for a 8 22"sink;#K 7 4 Lavatory with ro y9 #K 9 15 strainer with . /2"tailpiece. b) Ceiling Fan owner Purchased and contractor installed.Ceiling Fan with up and down lights as manufactured by Modern Fan Company,website: wwW.mod xnfan.com. Model#AUR-GW-42-WH-004`AURORA'with 60" reinforced extension rod;ceiling fan with 180 watt color corrected up and down fluorescent light;gloss white finish;42 blade span,white blades;Wall mount controls;and 60"white reinforced extension rod. CSI FORMAT: ➢Meshani awr als and methods; ➢�i e4lags, ➢Ductwor insulation �nmb � ➢Heating,ventila tion,and air conditioning ➢Furnaces ➢Heat pumps ➢Humidifiers ➢Dehumidifiers Paoe 9 of 1 >Centrifugal fans ➢Axial fans ➢ cork ➢Air outlets and Inlets ➢Building systems control ➢Energy conservation systems ➢Testm&adjusting,and balancing 13)ELECTMCAL: Light Fixtures to be provided by Owner and installed by Cxintractor. CSI FORMAT: ➢ Electrical materials and methods ➢ Wires and cables ➢ Boxes ➢ Wiring devices ➢ Service and distribution ➢ Metering ➢ Transformers ➢ Panel boards ➢ Switches ➢ Lighting ➢ Communications ➢ Alarm and detection systems ➢ Voice and data systems ➢ Television systems ➢ Electric heating cables and mats ➢ Electric radiant heaters ➢ Lighting control systems ➢ Central stereo system ➢ Testing Pape 10 of�� a) Summary: Provide electrical power from the main house electrical panel. NOTE: MASTER SWITCHING FOR ALL EXTFMOR LIGHTING ON GARAGE STUDIO TO HAVE THREE WAY SWITCHING CONTROLLED IN MAIN HOUSE.Add additional amperage as necessary for electrical systems indicated Provide electrical systems for the following via underground cabling from the main house to the new garage studio. 1)Power. 2)Lighting,interior and exterior. 3)Cable TV and data outlets and wiring. 4)Lightning protection- 5)Security systems. b)Modify,relocate and extend existing service to accommodate new work. c)New Service: 150 amps electric service,voltage and phase as applicable. d)Products: 1) Provide new materials suitable for service intended complying with approved submittals. 2) Provide accessories such as controls,cover plates,and connections to equipment. Finish as selected by Owner. e) Installation: 1)Comply with applicable codes,regulations,ordinances and requirements of authorities having jurisdiction and.National Electrical Code. 2)Insta11fght switches at uniform height above finished floor. Locate switches within rooms at strike side of door unless noted otherwise. 3)Gang-mount multiple switching locations. Mount multiple types of controls as close together as possible and in4ine with each other at uniform height above finished floor unless noted otherwise. 4)Group multiple junction boxes,telephone and electrical outlets together on walls. Avoid back-to-back box locations. 5)Mount electrical,data,and telephone outlets vertically,at uniform height above finished floor unless noted otherwise. 6)Test all systems for proper operation. 7)Label circuits in electrical panels. 2) SITE a) SITE CLEARING: ite 1)protect existing trees,vegetation,landscaping materials,ands improvements not scheduled for clearing which might be damaged by construction activities. �6l� rC�•� DanirdE.Bzama P.E. 189 Harbor Point Rd CummagaK MA02W-OX1 -P2oscac---7 30707 M'A s S S TKTEF `�'j �� c c•!, �� Aj Ei If 4 - J A-0 e ko t a b elm 11cm . uNcvrc O F 14,fs s 1`2 it TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION " Mapao Parcel Permit# in1 Health Division O ' :f�LP, �` Date Issued, ~Z�rd Conservation Division �� C�/ Fee _'c Tax Collector S3/a 33h r C-) Treasurer u�elrc .703 rr�v�~��- - , -; �E `�IC °�SE INSTALLED INCOMPLIANCE , M Planning Dept. � j AR 2 3 2001 1 WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Ltr:v p�wa,...:__.,�._ _.._,_ i .TOWN REGULATIONS Historic-OKH Preservation/Hyannis , Project Street Address Szi biit - V Village CL^ L'u— `n S Owner t' lt�.�-�,� Address Telephone � r Permit Request Y 9 (� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 5d 0Qwi Historic House: ❑Yes �ko On Old King's Highway: ❑Yes 0-Vo Basement Type: '*Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing f new Half:existing U new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count , Heat Type and Fuel: $as ❑Oil ❑Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed;4existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name O Ch' k-7— Telephone Number Addre Sg ,q License# C�) , f Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE�Z C� �� FOR OFFICIAL USE ONLY f - PERMIT NO. " DATE ISSUED MAP/PARCEL NO:' ADDRESS . VILLAGE OWNER fir. - "- • DATE OF INSPECTION: a FOUNDATION f FRAME INSULATION = i FIREPLACE _ ELECTRICAL: ROUGH_. `= `�' FINAL PLUMBING: ROUGH , ^ FINAL GAS: ROUGH€' :== FINAL FINAL BUILDING Z93 DATE CLOSED OUT ASSOCIATION PLAN NO. _ i . day-02-98 08:46P P .01 y. PA. TR1_D CE. WA i S84 00 ,20 EE 100. O0 ' T I BUILDING LINE' O � A � I , ASSESSORS LOT 77 r � � _____--_--- -- _ r 0q (� �JIi 1rj �. LOT 1 S84 °0O l 1 00. 00 ' _, cB ASSESSORS LOT 78 LOT 2 RES. ZONE.- "RC" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- Bank Use Only TOWN: _CET TER — — _ - REGISTRY OWNER: **SEE ABOI!'— — DEED REF': _8_LO ='Q - - - - -BUYER: 5HELLLY.SS C1HASF - - - - - = - - - - -- - DATE: 5/M98 - - - - - - - — PLAN REF: 122 97 - - - - - - _SCALET' I HEREBY CERTIFY TO . CJFE COD_$ALVK � ---- YANKEE SURVEY TRUST C_OM_P_AN_Y______________THAT THE BUILDING tN OF CONSULTANTS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN AND THAT ITS POSITION DOES CONFORM PAL 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE WMffHEW H INDUSTRY ROAD TOWN OF BARNSTADLE_ _.___—______AND THAT No.32M MARSTONS MILLS, MA. 02648 IT DOES_ NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD AREA HOWN _ON THE H.U.D. MAP DATED FAX: 420-5553 _f2 92_— 'Fs ISTEa� 428-005 Co u t -Pane ,250001 0008 D M o5 FAX __ _____ THIS PLAN NOT MADE FROM A UMENT Z3678 DAF PA A. 9190—T HEW, PLS SURVEY NOT TO BE USED FOR FENCES ETC. The Town of Barnstable tL&WIST►BLE 659; �0 Regulatory Services v '�Fc N►,.�° Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION � Please Print DATE: 6/n` Z U ` Ceo JOB LOCATION: w( ts Q)jLa _. I ieruII ILQ .. numblern n street � '1 village "HOMEOWNER":- IP X c�t�t CV C�� L)o� l�� , 1G� name ��^ home phone# work phone# CURRENT MAILING ADDRESS: �. u i' 1H city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which.helshe resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Depart nt minimum inspection.procedures and requirements and that he/she will comply with said proce and requireme 1 S' at a of Homeow r Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems.particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMM e n T LJ,HILJ A ---=..--I•I•1•1•1•1•I.I:.1-1 :.1-.1 no--�.�•�•1•1-.IZ.I.1 :.1.1.I.I.1.1:.1:;:,.,.1.1:.1:.1.1:1:1.Ii.1.1.1:.e:.e.; -1 H .11 11 20' Porch Plans Chase Residence front view 28 Seabury Ln. Centerville MA. v - a 35 yr. Architect shingles over 15 lb. tar paper 12 1/2" cdx plywood 4 2x8 rafters 16" o.c. left & right ends to be w.c. 5" exposure, w/ 1 x8 rake bds. 2x6 ceiling joists' 16 o.c. 2x8 header, 1/2" ply between 1 x6x3/4" bead bd. on ceiling 4x4 pt posts, built out to 7x7 finish dim. 8' finish ceiling ht. all ledgers bolted 1 x4x3/4" mahogany through box , 2' o.c. decking 10" sono tubes, 6'6" o.c. 4',deep. 2x8 pt joists, 16 o.c. 8 Porch Plans Chase Residence sectional view 28 Seabury Ln. \� 7 Engin ering Dept. (3rd floor) Map O If Parcel-. 0777 ` Permit# �✓ House# = Date Issued 70`o�dqIr ,,j3oard of Health(3rd floor)(8:15 =9:30/1:00-4'30 Fee'1l®6"�i_ conservation Office(4th floor)(8:30-9:30/1:00 1 2:00) iqamring-Dept.(1st floor/School Admin. Bldg.) SEPTIC SYS ST BE INSTALLED IANCE Befinit a Plan Approved by Planning Board - 19 1�/fT ENVIRONM E AND TOWN OF,BARNSTABLE,TOWN RE M Seab���Building Permit Application , Project Street Ad ress _ Lem. (`2� � Village t Owner �� � S. C A S c Address Telephone SO$• 77,3= / 3/ f, 'Permit Request 7 , First Floor C) square feet 'Second Floor square feet Construction Type 0-6 6ck Estimated Project Cost $ Zoning District. Flood Plain Water Protection -1")& Lot Size //, 7 0',) Grandfathered ❑Yes ❑No Dwelling Type: Single Family 2� Two Family ❑ Multi-Family(#units) Age of Existing Structure J 5 SL, Historic House ❑Yes B o On Old King's Highway ❑Yes 3 o Basement Type: UrFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) C9 Basement Unfinished Area(sq.ft) 2. G Number of Baths: Full: Existing I New Half: Existing — New No.of Bedrooms: Existing 2_New _i Total Room Count(not including baths): Existing New �_First Floor Room Count Heat Type and Fuel: ig Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ®No Fireplaces: Existing New . Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) 0None fH<hed(size) E;��,f _ ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Wio If yes, site plan review# Current Use Proposed Use I Builder Information Name Telephone Number Ta �- 7-1J-- Address A Y JZC,6 V 4 L�,�J�-� License# ✓ Uc/)� /a pA C,?L. Home,Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) f Rya 1 FOR OFFICIAL USE ONLY r PERMJT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER `i , L t, r DATE OF,INSPECTION: FOUNDATION FRAME i •4 INSULATION - FIREPLACE - ELECTRICAL: ROUGH FINAL , PLUMBING: r)ROUGH.' FINAL GAS: ' LROUGH) FINAL FINAL BUILDING' DATE CLOSED OUT: ASSOCIATION PLAWNO. - ' THE To� The Town of Barnstable A.E.MASS. Department of Health Safety and Environmental Services t6y9. �O� �Fo �> Building Division ' 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 `. f, Ralph Crossen Fax: 508-790-6230 ;" Building Commissioner Inspection Correction'Notice f. Type of Inspection '// Location , "� '31 a e /<.V Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: �112 Imo- (0 C A- =`f � 2'"< % ✓ r Please call: 508-790-6227 for re-inspection. Inspected by Q Date /z lz. � �Q� 2 1aCmtR Ajwmft j ' ' L TaWa.LSilb(Oeednnad) Prauipdn PA&mw for 0a8 and Two-Famiilr Ruidmdd Buddha Aeaerd with F0=9 Foes MAXIMUM MIrIIMUM Glozing Dig wag Wail Floor fluemm Slab RudnVCOWing Area!('A� U vduej R vdoe &vaioa' lGvaitt� Wall Fbimm Package &value 3701 to M600 HeadoS Degree Days' Q 12% &40 38 13 19 10 6 Normal Q 12% 032 30 19 19 10 6 Normal S 129i 030 38 13 19 10 6 U AFUB T 150% 036 38 13 25 WA WA Normal U 13% OA6 38 19 19 10 6 Normal V 159%. IL44 38 13 25 WA WA 85 A� W 13% am 30 19 19 10 6 85 AFUE X 18% 032 38 13 25 WA WA Normal Y 13% 0.42 38 19 25 WA WA Normal I 13% 0.42 38 13 19 10 6 90 ARIE AA 18'/. O30 30 19 19 10 6 90 AFUE t. ADDRESS OF PROPERTY: Lo%j Ll C,,.k.2 v A- At o 2-6J 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3 0),q 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): /d-c7o S. SELECT PACKAGE(Q—AA-see chart above): l NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-t980303a tau%,1n1%'-1PP=wxr Footnotes to Table J52-lb: J Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wail area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded 5vm a building design with 300 ft of glazing area. =After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used a The exiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness•over the exterior walls without compression, R-30 insulation may be substituted for R 3 8 insulation and R 38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used. Do not include exterior siding,structural sheathing,and interior drywall.For example,an R 19•requirement could be met ETTHER by R-19 cavity insulation OR R 13 cavity insulation plus R-b insulating sheathing. Wall requirements apply to wood-fame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R value requirement: as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements-are for unheated slabs.Add an additional R-2 for heated slabs. • If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.la NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements am for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.53b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION_ Soy,��� Number Street address Section of town "HOMEOWNER" .Sh-e,ll a d-,��.,�..+ Name' Home phone Work phone - PRESENT MAILING ADDRESS ?o Qv,t /a O2GIJ-) City/town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (s)- who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Officia- on a form acceptable to the Building Official.,, that he/she shall be res onsibl� for all such work performed under the building permit, p (Section 109. 1. 1) The undersigned "homeowner" assumes . responsibility for compliance with the Sta* Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE .4 APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control HOME OWNER' S EXEMPTION The code s ate that: "Any Home Owner pe orming wo for which a building permit is equired sh '1.1 be exempt from t provi ons of this section (Section 1 9. 1. 1 - Lic rising of Constructio Su rvisors) ; provided that if Home Owner engages a pe son(s) for hire to d uch work, that such-Home Owne_ shall act a supervisor. Many Home Ow ers who use t s xemption .ar unaw a that they are assuming the responsi '"lities 'of"'a su r ,isor (se Appendix Rules and Regulations for licensing Construction Supe vi ors, Section 2. 1 This lack of awareneE often results n serious problems, ticularly when t Home .Owner hires unlicensed pers ns. In this case o oard 'cannot "proce d against the inlicensed perso as it would with i ed Supervisor. a Home "Owner actir. as supervisor is ltimately resp sible. To ensure that the me Owner 's fully awa his/ner respon ibilities, man communities require, s part of the permit a p1 ation, that th Home Owner certify that he/she un erst nds the res' o' ' s b ' lit s of a supery or. On the last page of this issue a form currently us d by everal towns. You may care to amend and adopt ch a form/certificate for se in your c unity. r ' play-02-98 08: 46P P.Ol A7__)T IT — -z9c-E I WA S' / 84e 00 :20 �' 100. 00 , _ �- -- 20 BUILDING LINL' , ASSESSORS LO T 77 . 15 CID O o LOT 1 I S84 °00 �0 '� I cf 100, 00 ' i cB ASSESSORS LOT 78 LOT RES ZONE. "RC" Bank Use Only This MORTGAGE INSPECTION Plan is For FLOOD ZONE. TOWN: —CENTER VILLE REGISTRY OWNER: **SEE ABOVE— — — — — — — — — -- DEED REF': _810L33B _ _ — — _BUYER: __.3HE_LLFYSS C-HASS — — — — — — — — — — DATE: 5/2Z98 _ — — — — — — — PLAN REF: _122�97 — — _ — — — _SCALE: I HEREBY CERTIFY TO ---------- YANKEE SURVEY TRUST_ COM_P_AN_Y_-------------THAT THE BUILDING A1A OF r CONSULTANTS SHOWN ON_THIS PLAN IS LOCATED ON THE GROUND AS ++ y SHOWN AND THAT ITS POSITION DOES CONFORM PAL ems„ 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE 8 MEAMEW �, INDUSTRY ROAD TOWN OF ___13ARNST� _ ------------AND THAT Na 32M MARSTONS MILLS, MA. 0264E IT DOES_ NET__ LIE WITHIN THE SPECIAL FLOOD HAZARD ISTEa� TEL: 42B-0055 AREA SHOWN ON THE H.U.D. MAP DATED_V9,/9Z__ a Co u 't. —Panel 250001 0008 D h oS FAX: 420-5553 __ _____ THIS PLAN NOT MADE FROM A UMENT 23678 DAF PA A. MERITHE PLS SURVEY NOT TO BE USED FOR FENCES ETC. ��• ,r+r rye. ' S ; + is 'a S - C -' r,° k��j�, V a 4 b. _,l'`T > iq 4 rt t :. �a t 5 i �. f,, J n b; b at`,r .. a � r X •' ,x`�si`"i S-)� t�+„ate' ¢,�; yea y f *,4 a f;w a s t <- a, .:. ♦ 1 z .. ONtzM. 1 h'N' R A,1=R.„tX3 ` '. gl a , } �tr • Etta i. M --nth i` i t g r 3 i `+. '`yr 1�4....,t'� iq- or h• ,.�?-r r 4T _ - s t .1�3 e r .�rF"�q' _..r� �') �� i' rf fi't per` -• £� 3, �. / $#_a t�s jc �� .�. a t 7 + 4I t. r � �� � s v f__ 1• .7„ �.. _ is� + fi° .'4.r„ ! j' �,��� ?t_ Sys. 7, ;�i��� ,.3t+'"*t�*r� �..rv-q r k x,. 'e+c°✓ ✓ �E .� a."�'"s�--r- n .,� � Y �r'. �'vr',V;�a� �'`��''•�� s 3f i s � a l ,�S a f �ic,�rf i� .£+� F-, �.�'� � 7 ^nY '� t 1 1 � t Y f' #yj,A,�,'t..l; ✓s• ' t 4 }+,�;, '�W.r'"•Stl" .y '-3 f`} �..=s 3 1 S6Y - ��✓� ;;{{hh+�� �^s. S s , .r '�'.,° vv 7. F• , f''�, ,r l ,� Ys•t, ' � � �r F,,. 1rlp Ng-," 3' r k :ke{ a a'g,:; d A •� Sr I����W�:. t��aY �„4 F„ �.,. f�-;t�r.>r�� �;c'r}t'``,'= �pr':'' �.�MyT-_>j,}�•{a,� yf,�S T} � �f : z ; � �4 � � - x J &' T ti `�} tx?- 3 t 5c4 y t;..Fzy Y,hri`".,r a 1al y•€' .H Y r s -> 5 1!'e rti s s r. ; _ }! x+n-" saly, 'r..Y'r rT £-:1. �{ t ••r '-r tij,� j�T��,- s� l� ,.a 4 i, K rX 4 r1 x Y �3 E. v G r rx � -r 1 a ; f •If �'�`• � s�.»' Sr > r?�g .a.�' "fir s> ..��'�., „��.:':�a `� X��a � '`'�'�' ` 4 - I . r. ray :z�Js - 'r S,a'•„ _ fi'�x � "`F. x x * � ' Su fit' ��}h ��r �fF� � �`oi�q tafl4 °-;y,A" y�Y"'4'.,[s a r t � F _:�•, ! Nt _- r V.tk r by ij"r� s• i !�: � ,.p h ;y. .i I a - r il f,a �! :n� � x. C � '`r-fir- `�.�• '�' * S- . v, 1i � •S a "'`.�: ��. ._.�,� Y '" I�st r �t �._��C jr-_ _�r-•r eiz ci r ¢� ;Q >rt�r , a 5 .'t} k; "� `" A, ''"�tt i �1'.; ,,,• � x 3 �•:> 7+p-ti,� V p` r- " :° t �^r` •?,,.e�k'Y .st� 2:'� ash✓1 d-:. } Y z L a eb Sa9 6 ?t� tjl'€ � l�� �1F- I^ `• 1 V S9 y ,i - sn T i _-r rr�� _ �c �'� �� •S �- tld 7 �^' t - �•i -.� s .t YdH e 5 � 1 4 u u j jj t 1.).. j. ITEG- t V a t �ca�+.r.::l} V1� Ti M+ OD/o-75 1 .,-. ,., v Y eyr r k§a�'1 h'1,�`N�' �;` t;da 'fi n, e r p,:�I0�Ii,' r .. Y 9, a i r i u... ' S3 X `2.�' ,s � l`^> 1,y: s� dy t1 / a_r N ! t. ;......%"I'.l�I,r.1.;��,.,:!�.�..!iY-1��4.t1.I....'.,.�.,.,.-,.-�i..:,:I,!i.I"..N.o�.;...�..,:..1-,I 1,%.q..,...-:.�;I:,.,,,�...'�,,I..:.,;'.�.'f-.-.�.%,:�, 7 �'�Qpx / a ,. C r J,rti—` S �. $ +s'yx "'' .✓<- H ;i.u. .«r i t. '••s, t. X kH .-?-r`'7' 'i : ;tx.P.b '_ aka¢ t�. 15 >!�r, .�' gg to € � h ; y 3 y� P au 3 i- a t 1'c': 1 - l 7i 1} t pp Sk L Qh .. , '.''. y g• �>R fi} Sk^r }t t t 1 't' i5i - i . 7 b h q q f 9y�ix B ! K 7m'1 1 ¢ rF?� t . ,* far 3 c k-�;Yl 3 f ?J� e. C ? kz.2 .^th- n� r � n - r ? t i it _ M� #`i 'r f ^i � ? 4 fi 77 2,. > fi i a s! y is i'n >K i f �h 1�. '" " -N t 'r x a - ; a 4 ce z °� kx f1, { "IA -`y -s r rt r 3 ¢, fi ...��,, k d�, `' .yu,-mot xti?/ f .Fi OE'. t '1 Ya' r . h FIB / .. t ^�E rN,, - f 1. dr t s�' / j - :. Via.} t . p x + T y 4 QP�--!j y'L�,l.. r .4 .', . r �' f T "s >r'?3 ,.y n� �' ( E..`. tJ .�ik�fL4 ,T,tT e+ {M U. ''s� L�" S t - -.t . {.� t 3 6 F { T t f�y v/` S t' 4 - `+ —�jj ,,�( ! .i'•� '"Y ' s 8'`v � .r,,f 4• rC Il ,. .P - i '�.. ., �; '�121 ; .c S-Pl „+aly} , t:: tf f. 1 rf . t f�l(11(!"Na lS.,d �(t t ; s -eY^``yea{ j K sN�,=+ .,k .*,. ,_a _.v t Er `E, fx x e 5 ? 4 ti ! 11 t 1 1 Z wit yi ::i s iN if r SKy Sg¢a r r vef'`9 .,illz&'r,C� agto»ts' > f I t Nz , { k J : { 5s'Y h * f 1r�,i.J' Y. x 1' I: y } ... ,,x „ f r i 3 M _ $4 x i.. fi .•,a 0>'1". 1,s t c'" t'A-0 aUt 4L !, -...,� ��.�.- _.._.o.._ - S-O�K $' _ - .... .. . ,t "rT-Fk •+� lft +1.4�V�TEO h55 kE.4tr fJl Fp d!L t ` t �""e ,+f h.1GN7'FVU. VhS,TLl�t.6. t2Y('p lrFFf t4JLL_Gff,A . 990 E pOvB[&t)Gd e s GG9.k GLW".r-g`. �ci. + !, a e - t t E. . g t ,.. t t E A ry' S - --arty' DL O^. Trb115,T - il . t-a Z 2 1 ` x r -•. C�`z Il S h ' 1 a'. .1 �tl�� �t7�9+i� SARA,�+UJE,' 41 cµ1T�r kiC�r1'Ily , esfy M ' }( G41 .. a gS:r.�cfPtY3� tt Y ? r1._, + f �` .r-✓F�T.::S�y,?1�'J"�yRia.' 'S¢r�''� d!f"Tf!'y,)I�.�fx ;V �, � � r * ',ir�}.�.�o 1.' 4 �7 s +� '3'� Y�7.Ac d�ePa mh E;✓, ` L f'h > olll >ceklt ��" S X +{s �.`�t >,.t a. , t }1 n :- �Y l 'N F --4,. s. t y ri I t> r Y+ d ri � if d`rt,s I" }? e < W?I 1, >.�y' - 1 ?ti ..�.,.1.:..,.,,.ri. .4'+a W. k.�,o.,<.' n'.E,Tg;<. M;1., •.!.x`„ z p i�w•.:sY4'u:aYt3s'� ss +k. S.,,r,n,,.v,. ..s,.:;..."Y.y:t., ....f....s,�rY ,..Mt., -c.c„t ..r .i. . .. .a5.2.x.�, - I +, .5,,.,.. - I i I e _ , , o I;'•� '�®� of PROW 4 011- nil mmimar, I IN i� 4 � I ! I I I I i ' I , f !o�I I CIS! y-- r I�I®Il' Iwo am; l®i® a wwww�o ®ww�w Ii®I®iMIME ®wwww ie�l��l lowwwl�' i DGE WA Y PAR` ` "l L \ PAGE yY�g y cUs_ 73 4-95 9 S N84 �0O 64 o i o ASSESSORS a r J C 11, p ti LOCUS MAP MAP 208 77 DEED: 18662/31 - PROPOSED PLAN REF 122/97, 236/75 & 195/1 GARAGE/STUDIO` SETBACKS.• 20-10-10 �l EXISTING SHED FLOOD ZONE: "C" TO BE. REMO VED FLOOD PANAL.• 250001—0008—D RAN 'DA TED: 712192 4/ p _ LOT -1 LOT F LAND P PLANO ASSESSORS LOCATED AT ° MAP 208-147 24 SEABURY LANE CENTER VILLE, MA THE SEPTIC SYSTEM - PREPARED FOR. i WAS DRAWN FROM THE TOWN OF .BARNSTABLE 1VANC Y J. LEE SEPTIC INSTALLERS CARD 2006 BULKHEAD MAY 24, REV N 64 O0 ,2O _ ® ®® REV- REV ASSESSORS. a �~ ` s TEF' M ® � '4 �=_ YANKEE LAND . SURVEYORS AP 208— 78 & CONSULTANTS GRAPHIC SCALE LOT 2 ®� • �� _ �� P. 0. BOX 265 zo o io zo ao 40 INDUSTRY ROAD UNIT 1, ASSESSORS ® MARSTONS MILLS, MA 02648 MAP 208— 76 TEL- 508-428-0055 FAX 508-420-b553 1 inch = 20 ft. SHEET 1 OF 1 JOB ,¢! 54034 LM l