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0032 POINT OF PINES AVENUE
� r ��� � � � F.. � � �., `�- - _=A "�4 s :y �• � '..:s � Y�J'� S]��d .� ��S�Rzyg�a �u @.i�'� y<....n 'A: �� w _ y_ f r Sr r r r o a e � e o . u Q o c e ° E t p a o e , r^s i � � y _ n F " . o y _ m �. 01, It It P If .fit �2 `:. � ��. � �: � �.�,,,.,p :. � ...` �. � c K.*•. �• � .�s - i '�, - P"fig' u nr h W �lck . i _ d n � • 4"f u. y .-T g.. jw C iVtFG �tx ;�.:$ @ !�# �,}S- ,,At ,p m'.! A '� m +� • i ', 44 7 � ..du ifg r vv g g eq .w q el '*MOW.,Q��+l�j�W �`. 'a T g �5u°}s �� &y$dy, ,f�R� e'y�R..,�• '�`S � g,r� u _ Y s ,` c ,.� 4b�„ y G,lh + , qd 4 Y l Sy e c '� r x �e 44J ' �, { ���, � >» �i � Vi F'�' m��•'�5�siih`�_t<a !...�. bt jaLL..�.T q � - �k s'°-.: „� e': '�. e'�;. � x}� �� �sv�� `��t�'x2�e � a�h e�4� �.t'., '�,'�� + •�_. � .•r;. - �rG ".`* . o r , Al tit'', '9F /r�EFa 4 `ttm"R+'�2n E' y t�G jWvr °4 �*,yFi "c.� p p .•'+ � '�' R F-r� °m a '?�.,"i ✓.�L-:'�*�.Ri' rc s ' iA C•''� , � 2 � �"% era kss'I"w N. `,� y ` .�� 5 - 4 - 7 y a � '• , t �A c • r. e 4 r " : , r 3 : a : , r s n y , JV 3 (o�2q.�12 Town of Barnstable lime Regulatory Services TO �} ; .r ` Thomas F.Geiler,Director Building Division 1 fl,E7 J, 1 2 ; 3: � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA.02601 www.town.barnstable.ma.us D I V HST$" Office: 508-862-4038 Fax: 508-790-6230 PERMIT# D/�0�2 � FEE: $ SHED REGISTRATION 200 square feet or less a . Location of shed(address) Village Property owners name elep one number Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway FScign off hours for Conservation a is,requ�u ed) , Ganservahon Commission, si a �-.--�.„_�q 8:00=9:30&3:30-4:30 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 i i Q-forms-shedreg REV:05201 - (J—`11271-c o- v 1,3 2• 73) STING 36' POOL D(ISTING PATIO tx o h L W r OT 2 20;057 SF W 4 LOT- 1 0 10,878 SF a N Dq� 0 R=20.00 JOB # 02-431 POOL AS-BUILT PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING .PERMIT, NOT FOR ANY OTHER USE. LOCATION 32 POINT OF PINES ROAD, CENTERVILLE, MA SCALE : 1 60' DATE 7-20-2010 REFERENCE ASSESSOR'S MAP 210 PARCELS 104-3 & 104— . ` `•Hs RED FOR: LOTS. 1 & 2 PB 325 PIS 33 s POOLS I HEREBY CERTIFY THAT THE STRUCTURE TIo SHOWN ON THIS PLAN IS LOCATED ON THE S I GROUND AS SHOWN HEREON. " OJALA off 508-3fi2-4541 ,� N0.4I]980'� - I f.508-362-9680 O P '' downcope.com 6 FE s down cope endine0.617f,int. -7/2 a�la �q"0 S E =� civil engineers ________________ ______ land surveyors ------------ Q39;yo1n street (Rte sA) DATE REG. LAND. SURVEYOR" YARMOUTHPORT MA 02675 " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel `w� Application # Cv� Health Division Date Issued Conservation Division )Application Fee Planning Dept. Permit Fee d Date Definitive Plan Approved by Planning Board plc i j I n/11 OW— Historic - OKH Preservation / Hyannis Project Street Address Village _ (21 �(r Owner ti��� � 1'IG Address 32,490P 2f 9041_z / Telephone Permit Requesttb 6 Cc. Id [ L 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new CLf Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Io 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 st6v6: ❑`3-es ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:, existing `,Ca newt size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: . 0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � r Commercial ❑Yes ❑ No If yes, site plan review # � s ' Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Fu!1 Telephone Number � 2c` Address i s MO License #���119 Home Improvement Contractor# Worker's Compensation # Z10� lye I(&-, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z GC✓ I k y 1 • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER S DATE OF INSPECTION: r FOUNDATION f FRAME l3 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSEDI OUT R W ASSOCIATION PLAN NO.i F t t THE Town of Barnstable Regulatory Services `* MASS r.E. 16.19. Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize --ter to act on my behalf, in all'matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of P ty the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 4tLeirof Owner signature of Applicant Print Name Print Name ------------ Date Q:FORMS:OWNERPERMISSIONPOOLS THE r Town of Barnstable Regulatory Services • seatvsr�ars, * Thomas F. Geiler,Director KAM A,16.79. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number - street . village "HOMBOWNER"; 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 licensei provided that the'owner acts as supervisor. DEFINPTION 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 Departmentminimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official . Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127A 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 heJshe 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:homeexempt qj FIREPLACE AND FRAMING SPECIFICATIONS ,r Framing Framing should be constructed of 2x4 or Framing Dimensions Vent Framing-Top Vent i o-112 r larger iurnber Model No. A a C D With One 90"Elbow I (2e7) tn. 35.9/16 40-5/16 21-746 56-19 ELOV3s VEL'D In. 40.9/I6 40.5115 21-7p6 5612 tie) 5-ti8 in. 459/t6 403/I6 21-7/16 56.12 �1 121/8 taee) tom 1157 i024: 545 1435 Efficiencies Natural Gas Propane Models P4 Steady AFUE Po Steady. AFUE D State State Ef ELOV 35 47 65 61 47 66 66 EOLV-40 N fib 66 53 66 64 EL13 -49 66 64 -47 67 65; C Veld Size. input(BTUAIR)-MV&Electronic 1/1 A / Co-anal DV 4.1X Inner Natural&Propane Gas Vent size 7-19 Guter Models Input Hate(eTU/HR) A ELOV35N 27,000 Inches(millimeters) CanaM ELDV35P 26,000 Cis the required framing depth dimensionwhenthefin- ELOV40u 29,000 Ish material(drywall)thickness is.1A in.(13mm) Look for the cnerGiWde ELOV40P 27,000 -Gas Flreptace Energy ELOV45N 30,000 Vertical Venting Through the Ceiling: E"'aemq ttawgtq finis bmceure Frame ceiUn opening Use a plumb line from the;ceiling above the appliance to :,. ELov4sP 2e,oDo 9 P 9- P g Bx a m`�"'°z locate center of the vertical run.Cut and/or frame an-opening,10-1/2'x 10-12'(267 Rum x 267 mm)inside dimensions,about this center mark(see Figure 18). Notes _ Diagrams,illaatralimns and photo- - NOTE•The gas is to be stabbed in brain the lift side ONLY. ' graphs are not to scale—wnsu0 ,.. installation instructions.Product T-518 2015116 designs,materials,dimensions, (194) - sperirrcatioms,calms and prices era E � (532) � 1(25.4) suejea to Slangs or dismngrmar o - EYEBROW HOOD widmmnolira. - - - - (OPTIONAL) - .. ;RUE 4tR111� O rG r .7112I 90)COMBUSTION 0 H GAS INLET - 1 (LEFT SIDE ONLY) ELECTRICAL; NiIET 10.1R 2-t/4 � i2�) tsn 6112(165) TOP VIEW FRONT VIEW. MGHT SIDE VIEW Model A 9 C D E F,. .6 H No. Viewable Glass Size in. 40 1/8 37 1/8 25 58 29 1/8 35 1/8 21 1/2 10 3/4 32 112 29.1i4rwide ECDV35 36'Model 2D-1/4"High. 4�Model' 34-1j4"Wide ip- in. 401/8 371/8 2558 341/8 401/8 2612 133/4 3212 254'A High ELUV40 45'Model. a114"wide in. 401/8 37 1/8 25 5/8 391/8 451/8 31 12 15 3/4 321/2' 1w•Hign ECDV45 min 1091 943 651 994 1146 B02 401 825': ' Figure'13 �D NOTE:DIAGRAMS&ILLUSTRATIONS ARE'NOTTO SCALE: Be aware that this is a heat producing ap- pliance. Objects placed above the unit are. Vertical Vent Termination Clearances exposed to elevated temperatures. ` , .: TERMINATION HEIGHTS FOR VENTS:ABOVE Termination Heights For Vents Do not insulate the space between the appli- RAT on SLOPED ROOFS L Above Flat Or Sloped Roofs ance and the area above it(see figure 8.) ` "0'a°mal overran Ref.NFFA 54/ANSI Z223.1 7— z FT vertical Roof Pitch Feet NMM The minimum height from the base of the a II- 2 FT MIN. ri.6111 M,N. was Flat to6/12- ance to the underside of combustible materials vam 1 0 0.3 Discharge 6/12 t0 7/12 used to construct a utility shelf in this fashion Te'ml"olion - opening '' 1.25 0.38 is shown in Figure 8. -: 7/12 to 8/12 stvrm,Ceuar H� 1.5 0.46 The appliance should be mounted on a fully x x ip 8/12 to 9/t2 2.0 Hashing } rz -supported base extending the full width and Roof Filch isxn 9/12 to 10/122 2•5 0.76 depth of the Unit.The appliance May located ". 'r 1--+Inch(2s.a mall Minimum 1o/12to 11/12 3.25 0 9g onornearconventionalconstructionmaterials. ctincemnc Clearance tocombtisubles - 1.1/12to12/12 However,if installed on combustible materials, ae 12/12 014/12 4 0 1 22 Vent Pi •H`MINIMUM FROM ROOF TO such as carpeting, vinyl tile, etc., a metal or LOWESTDISCHARGEOPENINGOFVENT ' 5.0 1.52 wood barriercovering the entire bottom surface The vent,/air intake termination clearances 14/12 to 16/12 6.0 1.83 must be used. above the high side of an angled roof is as 16/12 to 18/12 7.0 shown in the following,chart: 2.13 VENT TERMINATION CLEARANCES 18/12 to 20/f2 7.5' 2z9 Figure 5 20/12 to 21/12 -8.0 2.44 These instructions should be used as a. guideline and do not supersede local codes tal Vent Termination Clearances. ? c anyway.Install venting according to Horizon local codes,these instructions the current National Fuel Gas Code(ANSI-Z223.1)in the USA or The horizontal vent termination must have a minimum of 6 (152 mm)clearance to any overhead the current standards of CAN/CSA-ti149.1 combustible projection of 2-1/2°(64 min)or less(see Figure N For projections exceeding 2-1/2° in Canada. {64 mm),see figure 6.For additional vent location restrictions refer to Figrire T on Page 7., Vertical Vent Termination Clearances Terminate multiple vent terminations according Horizonta(Uent Termination Clearances to the installation codes listed above. Also see combustible Projection ` Figure 4. 2-12 inches of less in length Combustible Projection greater All harizental terminations Terminate Single vent Caps relative t0 building than 2.1/2 inches in length. may be located as close as components according to Figure 5. e°(152mm)to any,, Ventilated (non-cornbustibte and Soffit: Unventilated combuslible)extBriar Saint sidewall' This distance may be decreased to 2" 12 yI.' (51mm)for non- (305mm) ilr 12• (15 mm) combustible exferlai Minimum 057 min) (305 min) sidewalls'only,it the SaSHT•2 termination 7 is used. . Terminationt Side Elevation View Termination Kit Figure 4 Multiple Terminations figure 6 NOle-See Frguie Bunn Page'Y9 for the exterior wall recess anowanns of the square hor&0,71a/trrminauan. a t), NOTE:DIAGR ' AM$8 1LLUSTRATIDNS ARENDT To SCALE.' A k • p 3 Y k� k I, J 6 __. s - 4 i LA } 14 •Port Orford Ceder •Red Cedar •Flooring •Dutch Boy Paint •IPE Decking •Poplar •Marvin Windows •Pneumatic Fasteners f •VG Fir •Cypress •Millwork •Bosch Power Tools •Andersen Products 81 Locust Street Falmouth,Massachusetts 02540 508-548-3154 o Fax 508-457-1189 www.woodlumbercompany.com R C 0 r/1 ` Providing Quality Materials Since 1912 d j i y S rr ..,_,,� •Port Orford Ceder •Red Cedar •Flooring •Dutch Boy Paint •IPE Decking •Poplar •Marvin Windows •Pneumatic Fasteners •VG Fir •Cypress •Millwork •Bosch Power Tools •Andersen Products 81 Locust Street Falmouth,Massachusetts 02540 508 548 3154 e Fax 508-457-1189 ( - www.woodlumbercompany.com E C O M F' Providing Quality Materials Since 1912 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 iD Parcel 10 Permit# E Health Division q� Date Issued 2 S" y Conservation Division 4 63 Application-Fee Tax Collector Permit Fee Treasurer _ 6�T9�SAS SE TEi�9 Planning Dept. -"o Luk" "E - ta�f;�TA LE®Im cb Date Definitive Plan Approved by Planning Board '�t °111,LIE 5 Historic-OKH Preservation/Hyannis ,�®p ��RE °�° IONS Project Street Address 'W 3 2 l`�iA yw;n s �-- Village��o►-f�v I�z Owner MklIk c 1;sk) Address Telephone OI Permit Request ( 2 S ��c aY. 6 see v ALMA �e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6cot,. Construction Type a �rLss�� �rw�6cl Lot Size \O ��f 20 Grandfathered: U Yes ❑No If yes, attach supporting documentation. . Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure Oft— ��. Historic House: 0 Yes 0 No On Old King's Highway: ❑Yes ❑No Basement Type: lyull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new _ Half:existing new Number of Bedrooms: existing . new - Total Room Count(not including baths): existing new _____--First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric O Other Central Air: ❑Yes_ ❑No Fireplaces: Existing - New -Existing wood/coal stove: ❑Yes D No Detached garage:❑'existing"0 new size Pool:❑existing ®new size Barn:0 existing ®new size Attached garage:0 existing O new size Shed:O existing O new size _ Other: Zoning Board of Appeals Authorization -❑ Appeal# Recorded D ` Commercial 0 Yes 0 No - If yes,site plan review# - Current Use _ Proposed Use BUILDER INFORMATION - Name ZC4 v,� Cat- -I��,� Telephone Number SbB�' 37�- gB�S Address O o,c w~ License# 6 L94"la k 6'2 Sb2 Home Improvement Contractor# Worker's Compensation# A rI .G, 6f CS 1rk(=5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE O'NL-Y ` ~�PERMIT NO. c " DATE ISSUED MAP/PARCEL NO. ' 3 } ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION J ' FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING - DATE CLOSED OUT � II 11 ASSOCIATION PLAN NO. ' i rl n es C. n Iry i l e 12 xts 0� �g 1l N 3 6), LOT 2 20,057 .SF I �ti^( ii /ti W S , o � A LOT 1 O 10,878 SF Go 4 � ^ u t � - c Lo Rio�?3, , O L=40.63 00 R=20.00 JOB # 02-431 FOUNDATION - PLOT PLAN FOR THE PURPOSE OF. OBTAINING A BUILDING PERMIT ONLY LOCATION POINT OF PINES AVE. CENTERVILLE, MA PREPARED FOR: SCALE 1" = 60' DATE : MARCH 19, 2003 REFERENCE LOTS 1 &' 2 PB 325 PC 33 RIDGEWO pm MES ^r='' OF M I HEREBY CERTIFY THAT THE STRUCTURE ` AS`S'9C ' SHOWN ON THIS PLAN ,IS LOCATED ON THE y TIMOTHY N'�• GROUND AS SHOWN HEREON. ort 503-362-4541 g COVELL fox 506.362-9880 o N0.38035 v down cape engineering, inc. ( °� CIVIL ENGINEERS Y —p,1—/1-------t-- — — ----- ---- LAND SURVEYORS DATE REG. ND S VEYOR 939 main sL yormouth, ma 02675 ^ 4 y _ I NA rA /\b N i { kAmg i i Ve se IFE s : y C� 112-7/t o 13 21 �3) STING POOL EXISTING PATIO �O tc cryl OV LOT 2 20,057 SF t LOT 1 `o 10'878 SF t� l W MM - F • a 1\ 00LO - N �00�`3' L=40.63't 0 R=20.00 ' " ; `JOB # 02-431 POOL AS-BUILT .�PLOT PLAN [ , + PREPARED EXCLUSIVELY' FOR THE PURPOSE OF OBTAINING.A BUILDING ,PERMIT, NOT FOR ANY OTHER USE LOCATION 32 POINT OF PINES ROAD;CENTERVILLE,'N SCALE .: 1" _ '60' DATE : 7-20-2010 REFERENCE ASSESSOR'S MAP 210 PARCELS 104=3 & 104 " �Ss RED FOR: .LOTS 1 & 2 PB 325 PG 33' : S o ILL POOLS I HEREBY CERTIFY THAT.THE`STRUCTURE SHOWN ON THIS .PLAN IS LOCATED ON THE - o GROUND AS SHOWN HEREON. OJALA off 5oa-312-4541 No:40980„ ... I fax 508 382.9880 P downcepecom 0 �q DES \� down cope ea aferind,inc. w civil engineers �Ila --- — - t land surveyors ------------ ----- ------- 939 Motn Street (Rte 6A) DATE REG. LAND SURVEYOR YARMOUTHPOR7 MA 02675' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - p� Map Parcel Jul Application # Health Division Date Issued 06 ,1091 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 0� Historic - OKH _ Preservation/Hyannis Project Street Address �� P �� f�"{� ��`��� A V Village ^' -e,�V2'Z-LE Owner s-� lAkST ''I"'544 Pt Address S4,-*E Telephone 1 h 10 Permit Request &M/Ana. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '0 ,2<%®n®'_Construction Type V-C'J YL 1 � �� Z (�)A LL Lot Size Z 0 0 S771 Grandfathered: ❑Yes. ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (#(# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes Om<o Basement Type: q/ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new . Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric L Other Pao PA,,j it5 ' Central Air: ❑Yes ❑ No , Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No � _• —tea Detached garage: ❑ existing ❑ new size—Pool: ❑ existing new size _ Barn: O.existing O:anew `size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: i �• -"`E Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use - _ _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)//�� Name S a2; � 44one Number S-®0-'93 -7 3 qq S Address 202 04�� �� YZ®^4 License # z� MA 024A 5', Home Improvement Contractor# Worker's Compensation # �� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO co SIGNATURE DATE (® ®1 110 'r F FOR OFFICIAL USE ONLY y APPLICATION# DATE ISSUED MAP/PARCEL NO. , x ADDRESS VILLAGE OWNER - R DATE OF.INSPECTION: s FOUNDATION Pout r-661ZJ6 r s FRAME I INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL ' k GAS: ROUGH FINAL FINAL BUILDING ,3� I 4c A.h/ DATE CLOSED OUT ASSOCIATION PLAN NO. �oFrHrr Town of Barnstable Regulatory Services - BARNSTAULE, ' Thomas . Geiler, Director `679 � 13tfiZding Division rED � Tom perry, Building Cotiimassioner 200 Main Street, 14yanni's;.MA 02601 w�v'w.to�vn.barnstablema.us . Office: 508-862=403 8—----- hax: 508-790-6230 Cb- plete an.d Sign This Section ; Zf 1 si g A Builder H e, �� ;` 6 as Owner of the subject ptopetty r ,hereby authorized to.act on my,behalf, in all matters relative to vaotk authorized.by this building permit application. for: (Address of Job) Signature of Owner Date :Print Narne ''If Property Owner is applyzng for perrriit'please com_plete the Homeo mets License 'Exemption,Porni on;th'e reverse side. : Y Town of Ban astable y�tr 0fIHE r�y� Regulatory Services Thomas F. Geiler, Director M.lss. EARNSTAB[.E, -�� � Building Division ,d7P• PjFa µad" Tom Perry,Building Commissioner . 200 Main Street, Hyannis., MA 02601 �� �wYtY.toK'n.barnstable.ma.us _• , Fax; 508-790-6230 Office: 508-862-4038 ,_'• _ __ Please Print DATE: JOB LOCATION: ' village `� s trcct number "I IOMEOWNGR home phone N work phone# name CURRENT MAILING ADDRESS: state zip code city/town ts or less The current exemption for"homeowners"was tended o inc de possess ali ed d`�rovided that thgs.of e owner act and as to allow homeowners to engage an individual fo ire who do snot posse , supervisor. DEFINIT N OIz HOMEOWNER who owns a parcel of land on'which he/she si es or intends to reside, on chand/o. re is, or farm tivciuz 9ntendA to Person(s) be, a one or two-family dwelling, attached or detached s ctures accessory to such use r- Such than one home e fo eria d eptable to the Building OfOfficial,Official,ll riot be considered a ha nr person who constructs more t he/she shall be hozneown" er"shall submit to the Building official on e 'f, (Section 109,1:1) responsible for all such work erfozrne.d under tite bui din ,, omeowner" assumes responsibil'ty for conipli cc with the State Building Code and other e dersi n ed h The un g applicable codes, bylaws, rules.and regulations, at he/s e understands the To of Barnstable Building Department certifie s that with d The undersigned h omen - es an rnuumum inspection procedures and requireme and that he/she will c ply with said procedures requirements, signature of Homeowner f App roval of Building Official Note; Three-family dwellings conta`s'jning 35,000 cubic feet or larger will be rc fired.to comply with the State Building Code Section 127.0 Construe o Cow R s X> NtPTION The Code states that: "Anyhomeownerpe forming work for which a building permit is required shall be exempt from the provisions of this section (Section 10s that: Licensing oteonstru lion Supervisors);provided that if the homeowner engages a persons)for•hirc to do such. work, thal such Homeowner shall act as supervisor." are the articular) Many homeowners who uonstr-uctio supcm.so st;sectioaware n 2t 15)Y This ala k of awnrcneso often lresults f in serioussproblernsppendix Q,y Rules &'Regulations for Licensing C when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it would Hoth a iieensed c responsible. ation supervisor. The homeowner acting as supervisor is aTc of t ly r p parl , To ensure that the aho�hie uCT is nderstands the responsibilitiescT of a 8lupcm or y0n the Iaal�pagc oft this aisssue is atform currcn�Y'uscd by that the homeowner certify-that h .__......,.,a-I arinntsuch a fomr/ccrtification for use in your community. r 3 v r r X r w r r � r v r r� r �l r L 0 T 2 20, 057 SF w A � r Oj \SERVER\Land Projects 2007\02 1DICKEY\dwgjU2-431cpp w septic.d%%6/1/2010 2:31:30 PM, Letter, 1:30 '� n T 1 cIN 111 12:15 5084354127 SCP DIST. LLC PAGE 02/04 ' ' �Yii�9�I� �o��u�rr��1•� • The POOLGUARD OODR ALARM usett huo do ay modes which allow the uasr to milt and enter the door with rul the Ilarm sounding. Those hvo modes are explalne9"ow, A. FIRST dt-tgy MODE:`'1When.the e'eor A'openod the alarm automatlealy gods Into the drat del ry mac o which g(mres you 7 seconds after tho door Is opined to pt ch iho I less thru ewllih, If tho Pgss thm ewlh h Is not pushed within', saoonl is the alarm will sod nd ^- with tht+doot dpott of cloyed. To slit,oe the 'alarm altxtr the door then push the pass thru swllch. ` S.SECOND DMAY MObE:When the de it la op coed and the pass thru �wltch IS ounhod within 7 eeoends,If a puts the door alarm In the Secnhd dolay mode which allows you 4 sea tide to go thn uoh iha door and rlosc 11. When the door Is i lased 14thin 14 ascends,the sl,,rm will automatlrally rest. It the 9oor Is not dosed within 14 ABOVE i9R0UND pool ntnatn secor+dr..thr..alarmn wits sound. OVE 3MOU o POOL At-ARM Figure a �s�"rC°MivEn I1.nsrir cavity wctMOUND POG.ALArRM 5� ' WMq OEM=-AEcgm tototxot r..� p �TFAtMIN,U CA NDTt"_:11 lho alarm sounds for approximiti+ly,5.ml tut. ,s and the door It; GATF ALARM Pdtilltusrd'h still opAn.The alarm horn will earl tb p uuate, i Wands ON and 5 Fn mny of prosuetf. anr:onds OFF.The alfttm will oonilnue.It do tilt unill an adult doses Helps �Tofrt Your Fsmfivl the door mid pushos'the PASS THRU iv ttbh,in the door alarm to aNnrr tho alarm. If the alarm sounds v app oxtmetely 6 minutes WWW.RetOi gUQ1'tf ,C;'9 f9 And the door Is clor od,the alarm w Ol re:21, r t_t4'1.3i'"'L+111 12:15 5084354127 SOP DIST, LLC PAGE 01/04 4 , :':Ai::Dtilat149?fFf((16'b�Et;lEf3gtla15:'T'fit3'tlddr�srM'ifi+ttttt'bd•irittell!ldat'Fet19 >`5b�.a�l5db'tthe'.thv6kbid of the S,Vilth q jssrioll,'inark'2.spot6'P 112"spat vdrdcally(up&down)when tttg alornt'Mil be muUMed."These 2 ritjrks are where the 2 large A. RethOve,thb aesbrmily ocrein r+IT.the reek Mof the dOnt" su lolled screws will 3e Inserted Into th.+'wait to hang thr,door alarm Mmovti fho top cover:(5eo I�Ipu W C,Insert the,p.larger sul splled screws Into,lie wall an the 2 marks,ueav+ v belie sec ilgUro R). ! " "bt Ihd9dln the heed of ih6 screw)of the SCrtaw from 1e O -arid Install f 10 9 ry( about 5 32 (n g A.pull down 11 battery�►ing Noi6:'tt tho battery 80M Is t 1t'hc th t comsat position under the the wall. 1100%•tte atdrm wipot go beet togatl or. D.Hang the door eldtm on the mounted a wows and pull downward unt r;W ten the 9v 6Etttory b it taller+'the L°D will flesh bnee'every 96 the screws are poalt ened In the small and of the honor holes In the 9aix'tiidA. When the alarm soul d11, the LLD will flash onto orrery back of the alarm;, seeoitd, I 1r. If you purchawd it fOAM14AIL So eAn Poor Kit see section F b.htssMdintiln the dboi alarm Wit file at nembly arrow.N01t=:Once (Figure 5) ' , the la mstadsd the slat i may sound accidentally untilo rho btittsry 9enSnr3 are COrnbbtod Pro I>9rty . ' A. The Door Alarm.rarmes.with ohs se tbor switch and one sense rid iarribvb titt,'60,iats from bout of those parts by using yet f►nyemall or small hrel t0 unclip the p+ver from the bottom side an Your Fbolfgunrd Door Alarm Its deb rand td be Installed vAhln 2ft"of tithe Sliding It oft tha s6riltor, ,:. B.tali eenCbr hes t*n holes for mound+g,the senROr magnet usual sensor switch for Nita sort@or wire+Snnaet'an.TO mount the door alai+++ flocs on the door>a nd the eon ear;sw':oh Is usually mounted to 0on w ill nrxt.te door: ,-RM1,hrc door frame. n�tTpnvSl+aM++' 111S9TFIFill Sll M14 C,Metal hamod•doots maY need a spac+�between tho sensors and tI - door using a smbq Mace of wand oral aubls aided loam taps, F�gUt�Z FFFI L,LCD (y,The 9ehaerc mtiei bp Installed pafallul fo cEtc11 other with a epacl+ -NOS between them of approxlnhateiy 314'!.fhs sensors can be mount, Hdfl2anta or;Vrrt rally as long at;iJ•qt remain parallel. . E. t.00'seri the two temrtinals on the s+near 9wNoit by loosening ti screws than,<pihet slthar wiry end rbhlinQ from thr, door alai SNANt1FnNb1E between each of Pie teNr+lnal^o.if dot 9n4 matter which wire 9ee9 �� + which terminal, pa pieoo Plastic Cotn+rq• assEMtecr StttkYJ tlea� ti;` NOW the per far d to son mr switch.e ues not tacit into place becnu of the rytnsor what,►entovp the knot[.out from the side of the sont ;NIi�PlGtlnr)LI! switch cover(Sits Mqurc d) r f y , Rted�:I Ildron at tip tlmrak: "'--• 'iNhrn 1 is -vo�t be{trry Ie tdt+J,:'tlid atldt:Il�BhT1 horn will chl can ry tlfe•Ig •No� piirrn t 9wunming•alarie+Never leave a cnlld alone,oven t0 sea ikrlF1flil?`riichn9! In tlrnP to Install a new baneryon the door to ant wir.eh s tblephcma• " ' appr �i mdtE�i.1 ye,or.Tart your dcior alarrn wee by op •Alwe r9;ri r tive:the•dtife solrlr.covet fiolri B:lbool before and sl iwing tl�o alarm lb s6Uhd. 4 swifit Who.. �' alt Y o not r4lirs• i •plem�mly9r mi alcohol.f na'. � t a: yo.Ui�.Ilia era-ep6ild.,e�d;,Ctie e,InokRd to proven per+ ti torl�t�+ flit ;ttltHl, sitd lrlls4At d gdcgdla . POOLUA43d Isoldwli.k'llmkod watranty to co vdr diNebta ln`pgtfo •Lock'an8i oclffe':alt doo�t+"It% tli .,House grlUah'pernlu easy p �, •Hate a"hie iohalfyle adult t0>toh syYllnming aiid'WateP safety to and w�hkmahsFl( for onli' 6er tram date of ptlrohase.(Rctsiri of Cf eoaal a to'd't pool,sfld Irialall a door adw►n!• pi,rch: o). II ,oolquard exhlbits q dotectt•p10�1'�11 our atistoMer r ihlldl a $e!NIC D dnportMM d}1•l00.242-7189,UnaMhat_rcd rat Me Will it01 b[i •�ro!I+M e1n old iri;clear wrdkel IiL1►�b 9ccop dd..Propor rspolr Is only cnsurr d vdheh.Ifie Lnft Ig ifii imod to the „aa.Wi N qwm'duffd�rleab ibii ^"�" ae R io 6e p9ed mgnul actdr6r,:Vh-K out uve>i�lo Qt Jutwu.pdtib�uaid.cor '4d flq'bGt your Do I ut.,Ipe M4It bt)tH ; gIAC9+ of 'sharp'ob) w tVignty ig.E.n ratlon'Itifethilkton. I stout id"Ill Iool. r poor *Ask youir pool :dbalar how you can ,1mprovO you iAtel IL tl'o i Wulll boiled to armlet you. •Abo+a all: Irein�ilber.tf7ti!' tbminon:sensa, aworeneRe, and oautl on VIll allow yoti to ehloy ybut pooh 1�81'IA•aNausttAtr�s,�N(c.�:` . Iolt 668, O o 1 qu a rd r NOW,h-jfgRNON,IN 47266 j PBM IMMISTRItt3 INC, � QO� �1a d.10Om. +'P. 9 I MADE THE USA dAu./�,r/►;:�:' /Ur REV,8-29.09 •• f J4i1J/ ._C�l✓_+ 1L.1-+ :JUOYJ:JYLLf JVr LLJa . LLV IH4G VY/UY �.cD�tN9crjNq btpOR ALARM TO 9LNSOq EIYI►rPaI1P � O 8 � READ Tr IE DOOR AI ARM W NUAL FOR INSTALLATION ON ONE GOOK Ptkl.. THE.St:VsOR WIRES ARE PERMANENTLY CONNECTED TO THE QOOp ! on IIISKIC'ilorls ALARM. cpNN6Ct ROTH 9E N90R WIRES COhON6 FROM THF,DOOR ALARM M����1flApTi� TO THE MNSIDR SWITCH Old THE DOOR FRAME.THEM U99 THE SUPPLIED JUMPEF:WIRES TO CONNECT TO THE 8CREBN DOOPI SENSOR SNITCH MEETS UL 2017 (SEiE DV GRAM BELOW).;THL TW0 SENSORS SMOUI.D BE HOOKED UP IN T_ hARELLr L VON EACH&HE R: I ^II7716 _MAGN=T MUST - THE r'_ASTIr.COVFRS OtI THE? ENSOR SWWTCHti$A SE*N;OR iIA UL' m;REMV IED BWFORE INSTALLATION ` I a� • $WIT(HES GC ON THE FAIE by THE DOOfi t- / nCN 000rtnuas+ L'M IVAGN;Tg(10 ON THE DC On ITSELF-SEE PICTURE IN MANUAL EPUIPNILNTNEE D A.ONE 306R ALAW AND s;MOUNTINQ SAgWq a•DNS 3ET&aMson tvllrcH AND SRNSOR MAON&ANG.4 SCREws FOR )00R FRAME ADO OR �a•�., ra y ".3Nr;3F_T OF 9ENSOt4 SWiTt;Ii AND SEN864 MAGNET,JUMPER WIIR@$, AND• SCREWS I -N - ro I gr.REEM IlOOPi PY AME:AND SCREEN DOOR ,.(:•r• � -uoau N YOU HAVC ANY a LiepTrONP CAIJ,09 AT I-JD0-242_71o3 Wye MAIN molt SCAEFltlDOOR I ,� ttN � � . DOOR ALARM q p p Figure 1 _ o�u c P°......, Thl.Hol n is 85d6!at 10 fed ` = PASSTFIRU NT SWCH NI C O ® The pro lust Ir.I been designed to all Ih 1he detpeNon of �n wanted r WIRES HORN Introalor a Into unsuperYl3ed srea6. .PooLSUARCI OAP '2 IS A SAFETI AL#iF M SYStEM AND NOT A Llr�SAYING D@VICF.. II Fl re 5 should b;used i obnlunctlon wlfh•the safety equipment Durronlly In use SeNSING�,. and shot Id nol I.fteol oxlsting safety procedure's, WIRP.S . t, :�.. ,ta t� .ATE• .� �±t}•xy.,,� . PUSH PLISH DC MN oowiv soup GAME QME FRAME INSERT -� Frost SELF-LATCHING �w;l, instdc 1.� o a groove- I I i ALLOWS (LATEJL r TO SWING �� ®- BOTH WAYS -- - -� D a (B) -- � � ■ u i .� ", �.. vti� or — ems... r��+ r�� —+� � -_—� i � I I If. I PADLOCKED - -,r- S _ FFCM 7 opuft bWm EITHER SIDE *+dabwh AUTO-LATCH for ORNAMMTAL FENCE SMAAE WHARF PRODUCT FRAME SIZE POST SIZE f AUTO-LATCH . . . . � . . . . . . . t iz- for CHAIN LINK FENCE/GATES No. 2020 . . . . 1' . . . . . . . 2" t No.2025 . . 1'.. . . . . . . 21h' PRODUCT FRAME SIZE POST SIZE No.2215 . . 1/a 1 h". No. 1500 . . . . I ... . . . . .13fa° No. 2220 1% . . . . 20 No. 1502 . . . . 1'16" . . . . . . . 2' No.=5 . 1 Me . . . . . . 2'A' t►1.. 1C7G •91-9. ...,. MAL --. ... c R ..-. ... . . . . .� No. 1527 1 W . . : . . 3" No. 2520 . . . . 1 W . . . . . . . 2' No. ISM . . . . 1 W . ... . . . . 2' No.2525 1�R . . . . . . 2'h" No. ISM . . . . 1 w . . . . . . 2%" No.2529 . . Adapter Kit No. 159P Owl No. 1572 . . . _ . 2' . . . . . . . 2" 1 No. 1575 . . . . . 2' . . . . . . . 2',�• -800-888-9768 AUTO-LATCH.. wom"ndusbiesXAM No. 1577 . . 20 . . . . . : . 3" — INDUSTRIES 'JOB/PROJECT QATE —OF_ YY ca .36, IV 40 O ' G S o Ll:�n CQ9?� �-(b LOT 2 P0,457 SF w ,. , 10,818 SF ti r , It Do r r r � r •� r f - r �s ;Ise 0,� L=40.63 �� 0 R=20.00 JOB �Zxas 36. 9 26 2 f N � LOT 2 20,057 SF W a LOT 1. o - 10,878 SF a 00 N 00 `) 00 R=20:00 JOB # 02-431 FO'UNDA TION . PLOT PLAN FOR THE PURPOSE OF OBTAbNING A BUILDING PERMIT .ONLY LOCATION POINP OF PINES AVE. CENTERVILLE, MA PREPARED, FOR: SCALE 1' 60' DATE MARCH .19, 2003 r REFERENCE LOTS 1 do 2 PB` 325 PG 33 IDGEW00� ME'S ,N 0 F A4ASsac HEREBY CERTIFY THAT THE STRUCTURE Tliv}OTHY- tip ► SHOWN ON THIS PLAN IS LOCATED ON THE: O k. GROUND AS SHOWN HEREON. H COVELL on 5oe-3si�+s4f No:38035 fax 508 382-9880 q a+ down cape .engineering, inc. a of 5 _ — ----- ---- CIVIL .ENGINEERS —t— iAND suRvLYbRS DATE REG., ND S VEYOR 939 main sL yarrnou h, mo r Town-of Barnstable Regulatory Services oFINE Thomas F. Geiler,Director Building Division sntttvsTnBtE. Tom Perry,Building Commissioner MAM `0� 200 Main Street,Hyannis,MA 02601 �1°rEn yea+°' Office: 508-862-4038 Fax: 508-790-6230 May 3, 2011 Shoreline Pools Inc. Attn: Christian Dittrich 5 Hallmark Lane E. Harwich, Ma 02645 RE: 32 Point of Pines Ave., Centerville, Ma. Map: 210 Parcel: 104003 Dear Mr. Dittrich: Y. This letter is sent to inform you that,this office recently conducted a final inspection at the above referenced address for permit application number 201002826. Upon 'inspection it was found that the barrier installed'around the pool; specifically the access gates, were not installed in conformance with the`State Building Code. As the home improvement contractor of record, you are responsible to ensure compliance. Please contact this office to discuss the deficiencies and how to bring the work into compliance.Thank you for your immediate attention in this matter. Respectfully, Yre L Lauzon Local Inspector (508) 862-4034 Q:zoning5 Jun 28 10 1P:34a Shoreline Pools Inc. 508-432-0110 p.2 1 WALL PANEL AND''B . . . RACE . CALCULATIONS FOR 5" WIDE ,FLANGE 42 ,. HIGH HI S TE_ EL WALL PANEL.- .(Pages 1-13) Prepared for: INTERNATIONAL SWIMMING POOLS, INC. 14C VANDYKE AVENUE NEW BRUNSWICK, NJ°08901 Prepared By: SCHAFER ENGINEERING AS 1885 State Street Schenectady, New York 12304 Phone: (518) 393-4767 ,1 Fax: (518) -393-3510 Void without signature raised seal a d coluratermark. Not':tdF use n Master Apfrnit Applidq orts .rs u. No.'29-61 T4. Fxpaation ateh6/3�/1b:Only�For Ir�4411atiort Address;Thomas BIRCH,76 Queen AnneRo i =,� ad, Harwich MA 02645 Jun,28 10 10:34a Shoreline Pools Inc. 508-432-0110 p.3 INTERNATIONAL SWIMMING POOLS INC. 5"Wide Flange, 42 High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener rein forcement tf or the galvanized. g anized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs .when a 4 foot panel is sandwiched between two 8 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more MateriaUlnstallati on AssuP m tfons. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) - Wd (unit weight of dry soil) 105 16tft3 W. (unit weight of saturated soil) 135 Ib/ft3 (D (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan (45-0/2) 0.333 Yd (equivalent active unit weight of dry soil) =.Ka;Wd 35 - lb/ft3 Y5 (equivalent active unit weight of saturated soil)= K.Wv 45 ibfft3 7- (unit weight of water) 62.4 Ib/ft3 µ (friction factor between soil and.concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels r E (modulus of elasticity) 29,000 klin2' FY (minimum yield stress of cold-formed steel) 40,000 lb/in2 Fb (allowable bending stress of cold-formed steel) ,'. 23,952 Ib/in2 Fb,Preta (allowable bending stress.of cold-formed plate steel) 30,000• Ib/in2 Ft (allowable tensile stress of cold-formed steel) 23,952 Ib/in2 tP (thickness of panel,,stiffener, and channel steel) 0.0750 in h (height of panel) , 3.5 ft hw (depth of water) 3.0 ft her (effective height of panel) .3.0 ft b4 (maximum unstiffened 4 foot panel width) 4.0 ft 156 (maximum unstiffened 8 foot panel width) 4;0. ft R (maximum radius of panel) _ 30 ft L. (effective height/length of.stiffener= har<) 3.0 ft: d (nominal depth of stiffener) 5.0 in L� (maximum brace spacing) 10.0 . ft Sa,s (section modulus of stiffener) 0.6128 in' b5 (maximum unsupported length between stiffeners) 12.0 ft (section modulus of channel) 0.6817 in3 - tWid with o t signatoli raised_seatand c4rlatermark. Not W..ui s in ns r ermit`,vP1i'Catiohs: Issue No.29-6174 Schafer Engineering Associates Expo ,Dat :60/19 Onto For tnat;311ation(lddress:Thomas BIRCH,76 Queen Anne Road;Harwich MA 02645 1of 1.3 . Jun,28 1010:35a Shoreline Pools Inca 508-432-01,10: p.4 AJ INTERNATIONAL SWI-MMING POOLS INC. 5" Wide Flange, 42r' High Steel Nall,kanel A307 Steel Bolts Ft (t ensile Ile stress of the. - 2 ( e bolt =20, 000 lb/in F,= (shear stress of the 10,000 Ib/Ill+ bolt :.' z �' s (bolt spacings 6 di, (bolt diameter) 0.3750 in _ in" r.- _ Concrete Bond Beam F'. (compressive,strength of concrete) ,2,500 = Ib/in? t. (thickness of base pour) I' 6 in w. (width of base poor) :2 5 Y. v YC (unit weight of concrete)4 _ 145 Ib/ft3 am (moment arm) See Calculations. Angled Braces/Rods r FY (minimum yield stress of steel ' } 36,000: �Ib/In?,. Fa (allowable axial stress) ,}9th Ed. ASD pp. 3=16 ra (radius of gyration of angle) From Spreadsheet Aa (area of angle) r .(From Spreadsheet_ La (maximum length of angle) _ ¢q 4 in Lr -(maximum length of rod) ' 18 in E d, (rod diameter) 0:500 ¢� in_ rr (radius of gyration'of rod) "0:125 k (effective length factor) - * ` 1:0 ^' Analyses: , - t 1. General Panel'Configuration. . J h 17 Ed} FE:. 9 _O PANEL _ f1` J. fi a 4_ . 5 '0•' PANEL. } . L- - ... x , 11ol 'Vitho6tki atuie,faise seal anq ci�lor watermark. r e ir4 t4haste`Permit�iplicaiionSi .issue No.29-5174 Schafer Engineering Associates ei BF30/1�1 Only_For 6tallation Address:Thomar BIRCH,76 Queen'Anne Road,Harwich futA:02645 2 of 13n. y Jur�28 1010:35a Shoreline Pools Inc, 508-432-0110 p.5 INTERNATIONAL SWIMMING POOLS INC. 5"Wide Flange, 42" High Steel Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfllll Pool Full P Yd'x h2 35 x 3.5 2 Total lateral dry soil load {Pdl = 2 2 214.38 Ib/ft x hwz 624 x 30 z Total lateral water load PW = YW . . = _ [ l 280.80" Ib/ft 2 2 . Total later8116ad per unit length [P] = PW Pd 280.80 244.38 66.43 Iblft Approximate distributed panel load h = 66.4 = 18.98 lblft2 3.5. B. Saturated Backfill, Pool Full Nk Total lateral saturated soil load P5 = Ys x h2 2 _ .45 x 3.5 2 Total lateral load per unit length [P] =.PW - Ps = 280.80 = 275.6= 5.18 Ib/ft 5.18 Approximate distributed panel load [Pne,] = h 1.48 1ft2 3.5 Tid wft'hl pignature:,raised seal and color.wbtermark. f for a rh as� r Par(nit Applic�jjons,. I�suie No.29-6174 Schafer Engineering Associates �cpi.r ^ a1:;. ikii 0"6ATY fo-rInstaii0on Address:Thomas BIRCH,76 Queen Anne Road, Harwich MA 02645 ' 3 of 13 JuR28 1010:35a Shoreline Pools Inc. 508-432-0110 P.6 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel C. Dry Backfill. Poo! Empty (See Material/Installation Assumptions) C, ) ri Total lateral dry soil load [Pd] 214.38 i'bift Pd 214.38APProximate istributedPanel 0ad (Pno) 61.25 ib/it2 ' h 3.5 3. Flat Plate Analysis: (4'70" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x 4.0 ft Modify lateral soil load to determine actual Iola'd acting on panel parts by.taki,ng concrete bond beam into account. (Load Condition 2cgoverns and assumes overturning/sliding analysis requirements are met.) P, = Ydx hell 35 x 3.0 2 . 2 = � 157.50 Ib/ft 2 . Pig 157.50 - Approximate distributed panel load.[P�e,] _ _ = 52.50 Ib/ft2 hBh 3.0 t Z 2 52.50 x• z z p� 3.0 x 4.0 netheti b4 - - Actual bending stress'[fb] _ - 2t (hBn +b4 ) — 2 x 0.0750 X ( 3.0.z + 4.0 Z) [fb] 26,880.00 Iblinz Fb 30,000 F.Q.S. fb = _ -1:12 >'1:0 OK 26,880..00 Void withoy signal�lre,:raised seal and color watermark. Nof forf'I�n hkaster Perrin Apptrcatlons. Issu4 No. 29-6174 Schafer Engineering Associates .Expirat' ff : 8130110 Only For Installation Address.Thomas BIRCH, 76 Queen Anne Road,Harwich MA 02645; 4 0113 , ' a Jun 28 10 10:35a Shoreline Pools Inc. 508-432-0110 p.7 INTERNATIONAL SWIMMING POOLS INC. ' 5"Wide Flange, 42" High Steel Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'.t j from Section 3 applies.) Actual Tensile Stress [f,] 111.1 ',IUi. i 52.50 x 30 x (1/12) f� _ _ 1,750:00 Ib/in2 0.0750 F.O.S. = F' _23,952.10 R fr 1,750.00 13.69 > 1.0 OK 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption aj.) a t . n"77 1p -u VCR TIC I.t , ._ -WEI3 -DRIENTAhoiq flAf•I(�F I - Modified lateral soil (P') from Section 3 applies: (Load Condition 2G governs.) N, Maximum bending moment [K] = 9P'LS I3 ( 25 :b8 ) 2 , 2x157.60x 30 12.0 4.0 : Mg = 9 ( + ) . 484.97 ft-lb 484.97 x 12 Actual bending stress [fbl Ms = 9,496 88. Iblin2 Sas ' .0.6128 f Fb 23,952. F.O.S. _ 2.52 > 1.0 OK fb 9,496.88 7 Void with t sl'nature raised seal and color w6ten-nark. Not f4e u ilp aster Peiinit*plicatlons. Isstje No.29 6174 F. Schafer Engineering Associates i ZIP Da ' Expte` 6I30i16 Only For Installlstion Address:Thomas BIRCH,76 Queen Anne Road`Harwich MA 02645 5of13 " Jun,28 101,0:35a Shoreline Pools Inc. 508-432-0110 p.8 INTERNATIONAL SWIMMING. POOLS INC, 5 Wide Flange, 42" High Steel Wall Panel 6. Bending in the Top Channel: (10'--0 panel length governs as maximum spacing between braces occurs with this panel.) Fl.ANCI -- - _ Q ANia 1.2''" ,..-- ,n --WEB Pbul CH EL L41.] .1 V .1 I �.( .� . X EL-LION rp?nrA, 'OtNr I l)' '0.. PUNT FTAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) 157-50 Load along the channel [Pt.,] P, = 3 = 52.50' Ibi> 3 Piop L.2 52.50. x, 10,0 2 Maximum bending moment[W] _ $. = 8 = 656.25 Ft-lb 656.25 x 12 fb = M _ 11,55200 lb/in2 Se:c 0.682 23,952 F.O.S. f b = 2.07 > 1.0 OK 11,552.00 Uoid wltt�out�igndture, raised seal and color watermark. Not ar �e'tn.Masler Perrnh"A'pplications.'Issue No 2"V4 Schafer Engineering.Associates E Este:6130110 only,Fo,InstaIIA1on Address:Thomas BIRCH,76 Queen Anne Road,Harwich fAA 02645 6 of 13 Jun,28 1010:35a Shoreline Pools Inc. 508-432-0110 p.9 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High g g Steel Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. _Load Condition 2c governs.) -C- _ e Y Mreast = Mback •+ M=nc = Pb a., + Pc aml = Wd heH we a., + `Y tc we arnl 105 x 3.0 x 2.5 x 1.67 + 145 x 0.5 x '2.5 x 1.67 = 1,614.58 ft-l.b --► ya x h 2 E MOT M.11 = Pd am2 2 jam 2 , 2 35 x 3.5 3.5 2 3 250.10 ft-lb " - F.O:S. E M '1 resis! _ f614.58 _ `6.46 > 1.5 OK E:MOT 250,10 Vold wilhout signature,raised seal and Color wattr'mark. Not for use in IlAaster Perrhil.Applications. Issug N6. 29-6174 . Schafer Engineering Associates Expirati.o._4�:6/30/10 Oily For 1•nstallkion Address:Thomas BIRCH, 76 Queen Anne Road,Harwich MA 02645 7 of 13 Jun 28 101.0:35a Shoreline Pools Inc. 508-432-011.0 p.10 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond.beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) A . PL E Presi51 = µ(Pb +P�) µ(Wd hff w, +Y. t<W.) 0.45 x ( 105 'x 3.0 x 2.5 + 145 x 0:5 x 2.5 ) 435.94 ` -+ Ya h2 ► ; E PAiding = Pd — 2. I . 35 x 3.5 2 2 = 214.38 4. E Presisr` 435.94 F.O.S. — _ = 2.03 �' a 1.5 OK E PSIiang 214.38 Uoid wit ut s�griatute, raised seal and color walermark. NotZfdr a m"Mzimer Permit Applications.' lsl 6e No. 29-6174 5chaferE6gineering Associates ��jjc rlQ te:6/30110 Only For lnstallatiot Address: Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 8 of 1$ • ,. Jun 28 10 1.0:36a Shoreline Pools Inc. 508-432-0110= p.11 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel .9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) --I.c)NG SNCI f_.. ,. . i 2" x2" x'44' . 14 GA. GALVANIZED ANGLE p LA'r[RAL LOAD DIAGRAM. ADJUSTABLE; and S.TAIIONARY : .AF RA6,E "s5CMOL'i A.) Compression Analysis:,(Load Condition 2a governs.) Max force at brace level [PI] 3 _ 3 10.0= 221.42 ib Axial Compression Force [Pair] P' P, 221.42... 464.03 lb cos 9 _ cos ( 61.5 } 0.4772 464.03 Actual axial stress fa Paxc = AA 0.294 _ 1,578.34 lb/in' . kLa 1.0x44 ; 109.73 Cc 126.1 Fa = 11.709 ra 0.401 11.709. F.O.S. = fa _ = 7.42 >, LOOK 1.5783 Void v"Vd�' u4sigriature,raised seal afnd dolor watermark. Not fpr aVei in Master Permit Applications!,Issue No.29-6174 Schafer Engineering Associates F.xpii�fr� ate:6a0110 Only Foy Installation Address:Thomas BIRCH,76 Queen Anne Road, Harwich MA 02645: 9 of 13 Jun,28 1010:36a Shoreline Pools Inc. 508-432-0110 p.12 e I'NTERNATIONAL-SWIMMING POOLS, INC. 5" Wide Flange, 42" High Steel Wall Panel- Section Properties of Angle Brace --VERTICAL LEG b c b 0:075 'I 0.0500 c = 1.000 A 0.150 d = 2.001) -- HORIZONTAL LEG b 7 'h _ l c . b:= 1.9250 0.0001 h = 0.0750 Stop 0.0018 c= 1:9625 ; Soo::= 0.0018 A 0.1444 — PROPERTIES TOTAL SECTION Ciotal 1.4721 Itotal 0.1182 Atotal 70.2944 C)o(= 0.6337 k = 0.07081 Izz = 0,047412 rzz 0.401324 . r , Void.wit but soneture,raised seal'and color watermark. Not for-use in jMaster Permi1.4plicatibns: Issue No. 29-6174 Expit2tigr)pate;6'30. ild Only for lr.stallat6n Address:Thomas BIRCH.76 0ueen Anne Rcad, Harrwich MA 020Wafer Engineering..Associates 10 0(13 Jun 28 1010:36a Shoreline Pools Inc. 508-432-0110 p.13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs and 'modified lateral load [P] from- Section 3 applies.) P� 157..50 Max force at brace [P,) = L'C 10.0= 52�.00: lb N3 3 Axial Tension Force Pam,/ P, _ p, _ 525.00 lb .1100.26 OS A cos (61.5) 0.4772 Actual axial stress [fa] PP., = 1100.26 _ Ag 0.2944 3;737.31 ..fblin z F. 21.600 , F.O.S. = F = = 5.78 > 1.0 ^OK f. - 3.7373 Voidwtha�-3ignalUre, raised seatand'colorwatermark. µ a fon Master 1-ermitApplications. issue No. 29-6174 Schafer Engineering Associates �i a�+eri=Date•6i30/10 Only For Inst4ation Address:ThomasyBIRCH,76 Queen Anne Road, Harwich MA"02645 11 of 13 Jun,28 10 10:36a Shoreline Pools Inc. 508-432-0110 p.14 INTERNATIONAL SWIMMING POOLS INC. 5"' Wide. Flange, 42" High Steel Wall Panel h• 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) , Actual axial stress [faj P 464.03 2,363.29 IN Ar 0.1963 - 1UkN15L11 K[.1. Ili- A.% k Lr 1 X 18 ;I �\ rrl-n >I D rcn) 144 Cc = 126.1 r 0.125 Fa = 7.20 Fa 7.20 IUhJL3VCKLE. and 11If FAUCU F2i)) F.O.S.. _ _ Il3.05 > 1.0 OK AFRANI: AssclvRtr fa 2.3633 B.) Tension Analysis: (Load Condition 2c governs and modified.lateral load [P'j from Section 3 applies.) _ Actual axial tensile stress fr _ P °- i [ ] 1.100.26 A 0.1963 5,603.59 Ib/in . r . F1 21.6 1 F.O.S. = = = 3.85 > 1.0 OK . f� 5.6036 11. Steel Bolt Analysis: A.) Check Bolt.Shear:. (Load Condition 2c governs and modified lateral load [P] from Section 3 applies . Refer to section n 9b of brace analysis.). - • - 1100.26 Actual bolt shear stress [f,) = Ab 0.1104 9,961.94 ab/inz t . F� 10,00.0 , F.O.S. _ = 1.00 > 1.0 OK fY 9,961..94 B.) Check Bolt Tension Stress` (Load Condition 2c governs and modified lateral distributed-panel load [P',,o]from Section 3 applies. Refer to Section 4 of radial panel analysis.). Maximum tensile force [T] _`P' . R = 52.50 x 30 . = 15T5.00 Win of panel depth Actual bolt tensile stress [flJ = '_T S = 1575.00 x 6 x (1/12) A1104. = 7130:14 �b , s ' 0 F 20;000 . F.O.S. _ = 2;80 > 1.0 OK 7,130.14 Void witp"gut'signalure, reised`seal and color watermark.• Not for Oat in Mastei Pemiif dpplications. issue No.29-6174 Schafer Engineenng Associates Expiratign Date:6/30110 Only For Installation Address: Thomas BIRCH, 76 Queen Anne Road; Harwich MA D2645 :.. 12of13 Jun 28 1010:36a Shoreline Pools Inc. 508-432-0110 p.15 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall-Panel Material/Installation Assumptions 1 Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by.lnternationai Swimming Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not'cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2• Soil pressures used in these calculations constitute those soils which are in"their active state and have a maximum equivalent fluid pressure equal to 35#/ft3 under non-saturated conditions and 45#/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These cafculations do not consider the existence of expansive or adobe-type- .. P e ty e soils, high groundwater table P 9 . conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a Inr-aJ r:antc+rhnirtal mnilcl Fnn;ncdir fnr mrirlitinn'1 nrndrinnoa�hnri;Airar•tinn'n 4 r in nnnl inctolhtinn 3• Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick_ In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in item 2 above: Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfilI material can be placed behind the pool.panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4• The pool is designed to remain full of water at all times. The pool may be damaged if the water level.is allowed to drop below the pool inlet., When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact International Swimming Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended 5.- These.structural calculations`shall be considered Void if not complete (pages 1 - 13) and do not contain.'.a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge, loading (i.e., neighboring structures,,vehicles, trees, equipment, etc.), 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at_a rate of not less than 14' per.foot. - 8. Concrete bond beam dimensions shall be 6'z 2'-6" minimum. 9• These calculations are in compliance with the following state and national codes: 1. 2000 Nationally.accepted International Building.Code (IBC) , 2. 1999 Building Officials&Code Administrators (BOCA). 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Buildinq Code(UBC) 10 Refer to the Pool" Manufacture's Installation Manual for additional restrictions, requirements; guidelines, and recommendations. Void w pu s,ghat' ral ed seal and color watermark. �l of;jor�se n Mas{er errriitApplicatlons.. Issue No. 29-6174 Schafer Engineering Associates , �Xp a yi XJ�te;6/3b1 4'0nig Fdr rnstallation Address:Thomas BIRCH, 76 Queen Anne Raad,Harwich MA 02645 13 of 13} 11 . 2' PROPOSED 11. 3 73)36' POOL IPMENT PROPOSED SWIMMING P00L EXISTING FENCE SHALL BE INSPECTED AND ALTERED BY OTHERS ALL HOUSE DOORS AS NECESSARY TO CONFORM b ACCESSING THE POOL TO LOCAL AND STATE CODE �� ENCLOSURE SHALL FOR POOL ENCLOSURES ;��/%� BE ALARMED PER (LOCATION APPROXIMATE) W CODE. LOT 2 ` 20,057 SF n 4 LOT 1 o 10,878 SIF 00 N cd o 00�`3' L=40.63' 9d 0 R=20.00 JOB # 02-431 PROPOSED SWIMMING POOL PL 0 T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION : 32 POINT OF PINES AVE. CENTERVILLE, MA REFERENCE : SCALE : 1" = 60' DATE JUNE 14, 2010 PREP A D FOR: LOTS 1 & 2 PB 325 PC 33 SHO 1 O OL S �o DANIEL off 508-362-4541 fax 508 362-9880 GALA y down cape engineering, inc. No.40980 CIVIL ENGINEERS — f- --- ---- �°} — ----- LAND SURVEYORS DATE REG. \1 RVEYOR 939 main st. yarmouth, ma 02675 6 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION PCvy yes AWT 6— ,Map O?jn Parcel o d Aealth Divisiol Date Issued -Lj "d 2 Conservation Division /; �e / �Z/� Y Application Feed Tax Collector D L Permit Fee, Treasurer , D Y SEPTIC SYSTEM MUST EE TALLED IN COMPLIANCE Planning Dept. /vri 1NITH TITLE 5 f IZONMENTAL CODE ANL to Date Definitive Plan Approved by Planning Board — 7 ���REGIILA,"IONS 2 uv r.L yv. �Q u,n P ` Historic-OKH Preservation/Hyannis y (��G.� ��,�,, ��, ®` Project Street Address k /11 ©r5 4 at n tic, l., Village _„„, „ k),e cle r)�-krN f-, Owner M'O p_l T/9594 Address !qU Telephone LSD)- Permit Request CAYY,ICI)C4 AA0 -'Z02-9 OW610 Ira! A Ile AM41i Lily P c69Arenm� 3 3 &417aamS arle1 a Iwo Car 01±ar.h� Gr10 Square feet: 1 st floor: existing proposed /076 2nd floor: existing proposed 1l R Total new r9_Q1 ,Sf, Zoning District ^^ Flood Plain Groundwater Overlay Project Valuation Construction Type (i• Ci-)M C-I-��,� Lot Size/D, 875" + 00 U 5 7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ►y009 , Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 4 Basement Unfinished Area(sq.ft) /4)LI() S G Number of Baths: Full: existing 01 new AWW off. Half:existing_ new Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing ill Y} new First Floor Room Count J'r Heat Type and Fuel: *Gas ❑Oil ❑Electric ❑Other LerO-G<G'on� Central Air: ❑Yes �No Fireplaces: Existing New isting wood/coal stove: ❑Yes No vrhirly Detached,garage:❑existing ❑new size Pool: ❑existing ❑new size M JA Barn:❑existing El � new size k .:f Attached garage:❑existing new size cQY;l Shed:❑existing ❑new size Ill A Other: a D Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ M Commercial ❑Yes C No If yes,site plan review# CD y, Current Use Proposed Use 6 M— rn rn dbrwBUILDER INFORMA T IONName 1d_'A l t Telephone Number Address License# Cf) aW W 0-7 6 ®Sa a(I M0cy. ,)Qll�l r: 1�1� Home Improvement Contractor# ao�-Sl�a3 Worker's Compensation# P} • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i:r 5(,'7 %Se5 Er) R 5 ma SIGNATURE SIGNATURE DATE l— FOR OFFICIAL USE ONLY' PERMIT NO. .DATE ISSUED -. MAP/PARCEL NO. ADDRESS VILLAGE ! OWNER Y DATE.OF INSPECTION: FOUNDATION K Oy3 03 FRAME INSULATION- t �� -U LZ FIREPLACE ELECTRICAL`. ROUGH t-- --;. ' FINAL(' PLUMBING: R0 G, " " FINAL' GAS: ROUGH FINAL ` v; FINAL BUILDING - y DATE CLOSED OUT -ASSOCIATION PLAN NO. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 000 000 254 GEOBASE ID ADDRESS 32 POINT OF PINES AVEN PHONE CENTERVILLE ZIP - LOT 1,2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 73738 DESCRIPTION SIN PAM 065640 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: i t CONSTRUCTION COSTS $_00 4► ' 756 CERTIFICATE OF OCCUPANCY I PRIVATE * 1AMSTABLE, MASS. 039. I BU IN_'4 3 IVISION BY DATE ISSUED 12/22/2003 EXPIRATION DATE v F f f ti - E� tk a7 Ay3 : 9 � M1 c� •� r + � �, � a� • . - s f +69 1 f �" aa94 1 /'(s 7 r r, k ( FZ •sv �� Aa t,e h�.l rt S 5•s �S't+� r a r .r. r -�^; w h.'i 1 a2 • �r g r «•y >i r r� is� �' { � a,� ,r # tti,� ..e.J ryDepartm6 t of Regulatory Servicesk 1.� �. sV,.' 'K; ?. •�,�,,,�, 4:.�,a E q BARNS TAB .,<f, Lwlf �• x +� FAA . A r B iLDII U �tG�D ISION 4• { h 1 + � �� { •- 1���s��. fr t. w a,i`'� �A � r �Y'• .x rr�rf ,r z }' ! t rf + � � s « }�..2 .i�,V OF URNSTARLH f PERM i`I'. R'ERMIT TYPE BUILT i t1011 rRACTORSa RYDG�'. ATOM ��EJ(ir�y Department of _`(TE" Regulatory Services uI�43 $.aQ dfr C010TRUCTION COSTS- "'10,666 00 . C i 1d 5 LPJAr7G PRIVATE In1 * ■ARNSI'ABLE, ti MASS. 039. BUILDING DIVISION BY` ., E._. .s?.�,✓' �'.rx � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND ME CH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINALrNSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. Una h a I.-STJo BUILDING INSPECTION APPROVALS PLUMBING INSPECTION,APPROVALS ELECTRICAL INSPECTION APPROVALS _ v 7VO,3 0 3 1 HEATING INSFFIFCTION APPROVALS ENGINEERING.DEPARTMENT 2 - RD OF HEA TH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED.ABOVE. TION. • .. w _ .0 .. .. (� —� M � � . 'a t . r _� `� � ,, �¢ , . ' i .,�, � � �`� ' - �� ♦ Y ,} �4 ?� �ja, Affidavit of Substantial Financial Interest - of t on oath depose and state as (lows: I— 1. 1 1 am an applicant for a building permit for the property located at Map Joy! , Parcel c 33 J.� The address of the property is . . 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above.- 3. Within in the last twelve months from today's'date, which is 11.27- 2 __ , the following 'individuals or entities have had a 1% or greater legal or equitable interest in the real property whichis the subject of the building permit application which is identified in paragraph 1 above: ,// Name -f �' ,4 Address /'/D -.1G,,0� � S �s� 114 cnn iS r^d4 from toda 's date, which is. , I have had. 4. Within the last twelve months, fr y a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: k e Map/Parcel Address 5. Within this calendar year, I have submitted �_building permit applications for property in which I have a 1%° or greater legal or equitable interest. 6.. Within the last ten days, I have submitted ' building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. 'Within this month, I have submitted wilding permit applications for property in: which I have a 1%0 legal-or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of 200A. 2001-o050/affin . 1 Q/LOTTERY/AFFIDAVIT i Affidavit of Substantial Financial Interest of , on oath I, i�1, 1 1'Qm ,�1� depose and state as *lows: 1. ( am an applicant for a building permit for the property located at Map Z)b , Parcel /�3 p - . The address of the property is hl W 3Z YD/�IJT G�A"a Air.�- C —i 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address AQIJGm Dlaaq - R.D. AIX 1&63 r'314i, ecvood CUSAOM l#orn,¢o �Sc�c�rhaz,c gte A' MA - 6Y 160 .02no Z 4. Within the last twelve months, from today's date, which is /a-/-�L , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. .Within this calendar year, I have submitted _ building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit.applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have receivedC/ building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of pe u is ay of IWC4200L. 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT s _a Page I of 2 °FUwe' &Amn"M . Town of Barnstable 9� 1=3 9. Department of Public Works Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-8624088 Thomas I Mullen,Director Fax: 508-862-4711 Robert A.Burgmann,P.E. Town Engineer ROAD OPENING PERMIT Permit No.: Permit Fee:/ Date. jQ /Q / /_6,')- Payment Rec'd• e-- Map/Parcel: a/O /D 00 3 Check No.: To: Town Manager Town of Barnstable ------ .......... ------------ - --.___.----- -------.-.._. ----- =---- ---- Pursuant to the provisions of the Charter of the Town of Barnstable and the applicable provisions of the Massachusetts General Laws,the undersigned respectfully requests that your written consent be given to dig up and/or tunnel under the ground in the following public ways for the following purpose: Location: 0 3.;Z f 01:V aF Of 4111?s 9i,Ao vli/4 �tr, Purpose: lAjjTA-t_ The undersigned agrees to conform to all applicable laws and ordinances,and to abide by all stipulations attached to the approved Permit In addition,the undersigned agrees by the acceptance of this Permit to be responsible for all acts in connection with this Permit and has appropriate insurance coverage for coverage for any injuries to persons or property and indemnifies the Town of Barnstable for any of its acts in connection with this Permit and to be responsible for trench maintenance during the period of construction as well as trench repairs caused by settlement for a period of one year from the date of project completion. NOTICE: The Engineering Department must be notified at least 24 hours in advance of scheduled trench compaction and/or repaving Cutting of pavement is prohibited at all tunes unless prior approval is given either by this permit application or by contacting the Engineering Division.Newly paved roads have a five(5)year moratorium for cutting of pavement and permits will not be granted unless the need for cutting is proven to be a necessity for emergency repairs --a-3a/ (Property owners signature) (Telephone number) 2iC*eWozo Qv5,0rs ( S-6$ J R52 - (l;isensed contractor name)(Type or Print) (Telephone number) P.o. �S��►.��a (Licensed contractors address)(where permit is to be mailed) APPROVALS Reviewed by Highway Division: Date: Special Conditions: I,the undersigned Director of DPW,Town of Barnstable,hereby give written consent to the excavation in the town way as requested and upon the conditions set forth above:this day of Director of DPW Town Manager,Town of Barnstable NOTICE TO APPLICANT: "Attach a detailed plan/sketch indicating proposed limits of work and detail of installations" 4 PAGE: 2 of 2 KAS& = Town of Barnstable 16 9. � Department of Public Works Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4088 Thomas 1.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann,P.E. Town Engineer ROAD OPENING PERMIT PROPOSED WORK DETAIL SKETCH Permit No. nn Date: 10 -j -Oa, Location: i N i e)>= �NL� A-i Contractor. Tel.No.: N r , lit � l l i - I I MAscheck COMPLIANCE REPORT I i Massachusetts Energy Code I Permit # i MAScheck software version 2.01 I I Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-18-2002 COMPLIANCE: PASSES Required UA = 427 Your Home = 396 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1185 30.0 0.0 42 WALLS: wood Frame, 16" O.C. 2465 19.0 0.0 148 GLAZING: Windows or Doors 295 MOO 148 DOORS 19 0.350 7 FLOORS: Over Unconditioned Space 1076 19.0 0.0 51 HVAC EQUIPMENT: Boiler, 80.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been. designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable standard Design Conditions found in the Code. The HVAC equipme,t lected to heat or cool the building shall be no greater than 12 o d sign load as specified in sections 780CMR 1310 and 44 Builder/Designer Date- 0 f - MAscheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software version 2.01 DATE: 9-18-2002 Bldg. l Dept. l Use CEILINGS: [ 7 I 1. R-30 Comments/Location WALLS: [ ) I 1. wood Frame, 16" O.C. , R-19 Comments/Location I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.5 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ J No Comments/Location DOORS: [ ] I 1. U-value: 0.35 Comments/Location I FLOORS: [ J I 1. Over unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] I 1. Boiler, 80.0 AFUE AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. when installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 4 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be f I provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: C ] I Ducts shell be insulated per Table 74.4.7,1. DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned, space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not i permitted. The HVAC system must provide a means for balancing I air and water systems. TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I • HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not .greater than 125% of the design load as specified I in sections 780CMR 1310 and 74.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I ' [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" LOW pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5. [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO,FIELD (Building Department Use Only)---------------------- -- �. 0 - � 4 �.. .- ' u a • �` � y r RESIDENTIAL BUILDING PERNIIT FEES .' APPLICATION FEE lJ1� ew Buildings,Additions S50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE c�G``� Gallo J 3 Z 36 _square feet x$2,6/sq.foot= x.0031= - plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. >120 sf-_500 sf S 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: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch ___�____x$30.00= . (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) 9 3 Permit Fee proicost JOB DOMENIC W. DOANGELO P.E. 5Michael Road SHEET NO. 1 OF EAST BRIDGEWATER, MA 02333 CALCULATED BY _ DATE PHONE (508) 378-9602 FAX (508) 378-2922, CHECKED BY DATE �/ SCALE D v• I 61 ...... .:...... :. ....;. _.. ...... ..._ .............. ... .... ...... _. ... ...... ...s.... .... ..... �6o�n. .doh .. o � ' Le 140 P ..... ............. ..............P l a U . ... ti .. . M om. �....... 7�'_ � . .... . .... . .... � 7 � � i ' ...... ...... ... ...... 4 feLO,� u, �t 5 ............ ......:...... ............ .......... ..... ..... ...... ...... s :.... ....:.... .. ..:.... ....: R din o T n es G�,-1tr-v i I I e 3)36, �^ry 28 2,t N 6), LOT 2 20,057 SF -- plb�O I C� �N CIO w S o � 4 LOT 1 O 10,878 SF p n ao K as cV Lo S00 2`3' L=40.63' 00 R=20.00 JOB # 02-431 FOUNDATION -PLOT PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION POINT OF PINES AVE. CENTERVILLE, MA PREPARED FOR: SCALE : 1" = 60' DATE : MARCH 19, 2003 REFERENCE LOTS 1 & 2 PB. 325 PG 33 . RIDGE WOjg,�tg.PMES OF 4f, I HEREBY CERTIFY THAT THE STRUCTURE 'S SHOWN ON THIS PLAN IS LOCATED ON THE ,�� TIN10 T HY GROUND AS SHOWN HEREON. o R off 508-362-4541 COVELL ; . fax 506 362-94M No.38035 down cape engineering, inc. ' _ co CIVIL ENGINEERS ---------f-- — — ----- y ---- LAND SURVEYORS DATE REG. ND S VEYOR 939 main st yarmouth, ma 02675 Town of Barnstable Regulatory Services MILMSTABIZy '� Thomas F.Geiler,Director 039. 8. Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 19, 2004 Ridgewood Custom Homes PO Box 1663 Sagamore Beach,MA 02562 ro Re: Bond release for 32 Point of Pines, Centerville c To Whom It May Concern: Please be advised that an occupancy permit has been issued for the above referenced property. The Town of Barnstable has no further interest in any bond posted against damage that might be done to the roadway during construction on this property. Sincer Sheri Theroux Division Assistant q/forms/bondrel2 OpfHErOkti The Town of Barnstable '• ARNSTA ..I;_, LE.MASS. Department of Health Safety and Environmental Services Y 0 t6}9. �0 plFOMPta, Building Division / Q 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location C '. . c Permit NumberC� y Owner Builder One notice to remain on job site one notice on file in Building Department. J g P The following items need correcting: tAA c, Cam G d Q-V k L c 2 - Tnc, k-Ac �t.,-� lit )cA-cr IA Q-c11G -f . -1n J 1 V-r'1 . Please call: 508-862-4038 for re-inspection. Inspected by r v '4 G Q-3410 X' Date ` U pFtHEIp� The Town of Barnstable NWP p� % BARNSTABLE. Department of Health Safety and Environmental Services MASS. a 9� 167 `00 - PrF99• Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: \ r�e� 1 c�S �Gl Map/Parcel: 254 4 Project Address: Nv Z Builder: C J LL:" The following items were noted on reviewing: I iv S w �U fl .�' C �rn e .a/o 0 � 2 1 V . 1� ._c._Y1 S T G��'F--C-s�1•�„l�—C3�a�'h (�c d �LCs� � � 2��r�h �.l e i�, � Q � Reviewed by: Date: f 2 3 - 2 - q:building:forms:review O I INAy • 2u �^�'-9 R�4 ' 1� \• I JNco. � \e\ ccs le `� y O q Y a •{O w r•�1��• Y\ W � V ol soe B '•.�� ?i_ n' \� � � y Korea /.p9.GS ��� J "✓d✓E f�>.%'naµ �•`o ri o`e_._tt_<� � ` ORS j i � 4. 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OF>fVC - . q bw-.-so✓�✓L-i<TN of/►l.Vsf.KNu3tT'rS - , Jul-02-02 09:57am From-BARNVABLE REGISTRY 5083625065 7-269 P.03/03 F-757 8k 2.5315 Pa126 056854 06--28-2002 02 m OOP QUITCLAIM DEED 1, CHARLES G. CRONES,JR.,of 66 Point of Pines Avenue,Centerville, MA 02632 in consideration paid of ONE HUNDRED FORTY-TWO THOUSAND and 001100 ($142,000.00) DOLLARS grant to HURST M TASHA,Individually of Harbor Bluff Road, Hyannis,MA 02601 with QUITCLAIM COVENANTS The land situated in Barnstable(Centerville), Barnstable County,Massachusetts,described as follows: LOTS 1 Al as shown on the"Plan of Land in Centerville,Barnstable,Mass.,prepared for Frances I. Crones, dated June 14, 1978,CMS Assoc,atcs,Inc."recorded wish the Barnstable Counry Rcgiswy of Dccds in Plan Book 325, Page 33 The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements,appunenances, reservations and restrictions of record and especially as set forth in document recorded with the Barnstable County Registry of Deeds in Book 2817,Page 146. For title reference to I&E 1 see deed recorded with the Barnstable Counry Registry of Deeds in Book 7105, Page 342 and for title reference to i_QT 2 see deed recorded with said registry in Book 6809,Page 155. PROPERTY ADDRESS: 12 & 32,Point of Pines Avenue,Centerville,MA 02632 WITNESS my hand and seal this 18`s day of June, 2002. W � d .i Q� 3 U7 Charles G. Crones,Jr. fl C7 W COMMONWEALTH OF MASSACHUSETTS Barnstable,ss June 18,2002 Then personally appeared the above named Charles G.Crones,Jr. and acknowledged the foregoing instrument to be his free act and deed,before me, i oc rNNa -, . "' c-i r-i c4 C'Jen � en — 61comm ary Public:John W. ey ission Exptr :1/28/05 U N LJ BARNSTABLE REGISTRY OF DEEDS a ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Richard P.Morse,Jr. Michael B.Stusse Betsy Newell Donna M. Robertson Paul R Tardifl Matthew J. Dupuy Thomas P.Carpenter ------------- Kelly S.Jason Charles M.Sabatt --------------- Charles J.Ardito,P.C. .also admitted in MAINE PLEASE REFER TO FILE NO. 9481 June 5, 2002 Town of Barnstable Mr. Tom Perry Building Commissioner 367 Main Street Hyannis, MA 02601 RE: Hurst M. Tasha Building Permit Application Locus:_ Lots 1 & 2 as shown on Plan at Book 325, Page 33 Street#'s 12 & 32 Point of Pines Ave., Centerville, MA Parcel ID: 210-104-003 and 210-104-004 Dear Mr. Perry: It is my opinion, the above described locus (merged into one lot) is"non-conforming" and by virtue of Section 4-4.2 of the Barnstable Zoning Ordinance is exempted from the current minimum lot size provisions of said Zoning Ordinance and therefore buildable. The facts upon which I base my opinion are as follows: 1. The lots were created by a plan dated June 14, 1978 and recorded at Barnstable Registry of Deeds Book 325, Page 33. The lots shown on the plan were legally created and had adequate frontage on an approved way(see copy of the plan enclosed as Exhibit A). 2. On February 28, 1985, by Article 1 of the Town Meeting of the Town of Barnstable,the minimum lot size applicable to the locus was increased to 43,560 square feet. 3. Lot 1 was conveyed on March 26, 1990 from Frances I. Crones to Charles G. Crones, Jr. This deed is recorded in Book 7105,Page 342. A copy of this deed is attached as Exhibit B. 4. Per note on the subdivision plan, Lot 1 is combined with Lot 2. Lot 2 was conveyed on July 5, 1989 from Frances 1. Crones to Charles G. Crones, Jr. This deed is recorded in Book 6809, Page 155, and a copy is attached as Exhibit C. The Lot was conveyed into ownership separate from any other adjoining lots before the expiration of the five (5)year protection period provided in Section 4-4.2(2) of the Barnstable Zoning Ordinance. 5. Charles G. Chrones, Jr. conveyed the locus to Mr. Hurst M. Tasha, by virtue of a deed recorded with Barnstable Registry of Deed at Book 15315, Page 126, a copy of which is enclosed with Mr. Tasha's permit application. 6. Lot 3 was conveyed on July 5, 1989 from Frances 1. Crones to Jacqueline Crones,by deed recorded at Book 6809, Page 154, attached as Exhibit D. 7. Lot 4 was conveyed on December 23, 1980 from Frances I. Crones to Charles G. Crones, Jr., Trustee of the Crones Family Realty Trust. This deed is recorded in Book 3216, Page 161 and attached for Exhibit E. 8. Lot 5 was conveyed on March 26, 1990 form Frances I. Crones to Jacqueline Crones. This deed is recorded in Book 7105, Page 343 and is attached as Exhibit F. This lot is built upon 9. Lots 6 and 7 were conveyed on November 1, 1979 from Frances 1. Crones to Jacqueline Crones. This deed is recorded in Book 3034, Page 276, and is attached as Exhibit G. 10. Lot 8 was conveyed on July 8, 1989 from Frances I. Crones to Charles G. Crones, Jr. This deed is recorded at Book 6809,Page 155, and is attached as Exhibit H. 11. Lot 9 was conveyed on July 5, 1989 from Frances I. Crones to Jacqueline Crones. This deed is recorded in Book 6809, Page 154, and is attached as Exhibit I. 12. Lot 10 was conveyed on July 13, 1982 from Frances I .Crones to Vincent F. Kirsche and Margaret W. Kirsche. This deed is recorded in Book 3517, Page 188 and is attached as Exhibit J. This lot is built upon. 13. Lot 11 was conveyed on January 4, 1983 from Frances I. Crones to Edward O'Toole and Dorothy O'Toole. This deed is recorded in Book 3654, Page 18, and is attached as Exhibit K. This,lot is built upon. r 14. The only land owned by the Cones family in this area is the land that was subdivided to create the lots shown on the plan recorded in Plan Book 325, Page 33. Based upon the foregoing it is my opinion that the aforementioned locus may be built upon for residential purposes because the lots conform with Section 4-4.2 (2) of the Town of Barnstable Zoning Ordinance. Very truly yours, KELLY S. JASON, ESQ. KSJ/ Enclosures I EXHIBIT A Document3 - i pJ Y , J Jp� O r, Nit , 11D M A o � tt� r°° �/ °► o, � /4 �.� h�q°• w. q 4 ��'^ D •y D, �� © a1 ;Aq Pay_�_ .vLx'i'.aV�/✓ � , �:.�✓ RAJ. � P f,,,o.• v: vc_,v_i ��\ O t a Irsq.vcc.s ar / 3 6p ��rJ f+IR•`� \ �` \\+ ! ` q y J06 EPNA�v� .1�,-1 �i��! 3e.z'y1•/s'd � a i�S'0J�4 q1 :' � _ - crj mA' . 3' ± rL 65�rs��,>i�y. aoloa/afN Wirer /gA.PAEbu11L .vor.�Bs�s/i.QEO �, /J7•!L �e� y v�i �v' � a Q19.Q.�/STi9d GE O<IrINw//N4 60A40 S e.{..me ,.1110 MO. G7:✓L/L_ t Q - •� 4 It /9sssaso,e S M/9P 2/O .. `r�„/ /1• - F� M y w - /O ,. �,rovA°✓I°s.+ J\3 seiggCCL3 /OVA/07*/Oe � O _ '2�76o A7 ao a zip AQ a /.�eoo 3Qr FT _ q�O ! 0 ._/y..99 .ea .c.-/• ND ram;LeT/.q3 SA�e�.J✓- �� w - ilpe'rilOfM //6lLe✓/3 MO-rA GeI6J0�.. � Y � �. � \e)Ldt"F• L.lse:o....m...I:+�s�io✓AVI..J � /1g,876 // 1 swo+.ya, .oGyAAKa✓rs.Iv.vo.o.roieco.ne- Gs .3wFT - ceeAc - - .ossr-s�v.�sso.. sw fr. _ • /� �• � � •°Q$� o .core! ^ 91 o O<gti OA► Lgw/O /.V /A N M .� .NYb-eo. •1 B• _ a CEAvTEIe!//LL Ec ,B/91eit/STABL E/ A.�igSS. - //''r :Apsua{ ` •� :s��i iiol: .C.�°I!9NGE.5 S'. C.EOIvAPS .. :�o.ee AaT-c�.es, i�L mr*. �S,G.gG6a/"'�yo' ✓vn/i�/9�Q . � .s'.wu. i}yam ma GMT 19ssoc/Jgr�s /.vc. -' - /2e.S MIS .4e.aou ae t'�`y (�ir.o..I�oeAc zaB .apsc¢gj. �yos+rN Y•a�el►�eclr..�w�.gss.oaL6sR - , • .- - /Ca.Q>I.�Y>av+nr 7IAs A4y✓NAS®«•v . ,w"4K.V Ir Ge/GO✓Fe.Cwri�rY Av/r TNr - .ttJt63 �.gi4iUL..gf O✓3 of� .eF6/S-TAfyoAr OefQ! .@64/a TLAC3 eF OiQaT eF Y%•G MOM - GaO.w�wse✓✓S/�•N of AJgii.OGNd3!>rt ' 6/is/x r EXHIBIT B Document3 800�7105P!GE 342 15614 DEED } I I, Frances I. Crones, of Centerville, Massachusetts, -for i. $1.00 consideration paid, grant WITH QUITCLAIM COVENANTS to Charles G. Crones, Jr., of Waitsfield, Vermont, the land in Centerville, Barnstable County, Commonwealth of Massachusetts, shown as Lot 1 on the "Plan of Land in Centerville, Barnstable, Mass.., prepared for Frances I. Crones, dated June 14, 1978, CMS II; li Associates., Inc."', recorded with Barnstable County Registry of -Deeds in Book 325, .Page 33. . For my title, see deeds recorded with Barnstable County Registry of Deeds in Book 653, Page 294; Book 723, Page"�; Book e, Page 508; and see also Middlesex County Probate No. 499071. Address of granted premises: Lot 1, Point of Pines Avenue, Centerville, Massachusetts 02632. Grantee's Address: RR 111, Box 227, Waitsfield, VT 05613 Witness my hand and seal this a G day of 1990. I+ . Frances I. Crones �Y State of Florida County of ��(L SS. 1990 Then personally appeared before me, the undersigned Notary fj Public authorized to administer oaths in the State of Florida, �; Frances I. Crones, known to me or satisfactorily proven to be the person who signed the foregoing instrument and who then acknowledged to me that she executed the same as her free act and I deed. - da �'44 Notary Pub is 1 My Commission Expires: [Notary to imprint +; Notarial Seal] Notary Public Shte of Florida at Large.My Commission Expires February lltk 1994. bonding thru F i D Co.of MD. r m D REGORGES MAR 27 90 Im ` . :�I I j{f+ fig EXHIBIT C Documem3 . •-z. BOOK 6 8 U 9 PAGE 15 5 �Z DEED r I, Frances I. Crones, of Centerville, Massachusetts, for $1.00 consideration paid, grant WITH QUITCLAIM COVENANTS to Charles G. Crones, Jr., of Waitsfield, Vermont, the land in 3t Centerville, Barnstable County, Commonwealth of Massachusetts, y shown as Lot 2 and as Lot 8 on the Plan of Land in Centerville, .MS Barnstable, Mass., prepared for Frances I. Crones, dated June 14, 1978, CMS Associates, Inc., recorded with Barnstable County Registry of Deeds in Book 325, Page 33. '} For my title, see deed recorded with Barnstable County qp 'o2/Sep ' Registry of Deeds in Book er Page 72,313e4/, 0.2 �- f�tX l7it,6 Address of Granted Premises: Lot 2 and Lot 8 /�1bSyf a e Point of .Pines Avenue •�g99p�l Centerville, Massachusetts `... Grantee's Address: RR #1, Box 227 Waitsfield, VT 05673 I`. Witness my hand and seal this day of 1989. 41 Frances I. Crones Commonwealth of Massachusetts Barnstable, ss. c�'`x , 1989 Then personally appeared before me Frances I. ,Crones and acknowledged she executed the foregoing instrument as her free act and deed. 4 Nod ry Public ZP.:•r pz.. -- My Commission Expires:: MY cam,: Al6-RrF�,l U C _� ' •�� scion �: 7`�°�-•..»••mac r,� �ECDRDED JUL 17 89 f' EXHIBIT D Document3 - _ rI r '. TNf SsA7G •F F6�T�0A QUITCLAIM DEED r BOOK3Q.34PAGE 277 BOOK3034P:GE 276 ev.i17y e ��a j 35735 �� -�jrgoe , as. "y� November , 1979 ;4 FRANCES I. CRONES of Barnstable (Centerville), Barnstable Then personally appeared the above-named Frances I. Crones i � I County, Massachusetts, for the full consideration of $50,000 and acknowledged the foregoing instrument to be her free act I ' ' paid, grants to JACQUELYN CRONES of .Coral and-deed� before me,oral Gables, Florida', with z. � QUITCLAIM COVENANTS, r C�'ltY4 C�•7I'�... Lot 6 containing 33,462 square feet and Lot 7 containing 30,312 Notary PUD .y square feet, both as shown on a plan entitled "Plan of Land in. � worwn�iex7 rspcYieit�� �.. My Commission ExIA}tT Centerville, Barnstable, Massachusetts for Frances I. Crones" p �o,oEp"M dated June 14, 1978 drawn by C.M.S. Associates, Inc, recorded a ����,���..•' A (Full Purchase Price $50,000.00 t with Barnstable Deeds in Book 325, Page 33. Address of Grantee: 25 Calabria Avenue Said lots are more particularly bounded and described as follows: Coral Gables, Florida LOT 7 i� I!NORTHEASTERLY by land of Mowery, 212.61 feet] COMMONWEALTH OF MASSACHUSETTS--7 ' J SOUTHEASTERLY by Point of Pines Avenue, 134.73 feet) SOUTHWESTERLY by Lot 6, 245 feet) NORTHWESTERLY by "Great' Wequaquet Lake. �. LOT 6 a j NORTHEASTERLY by Lot 7, 245 feet) SOUTHEASTERLY by Point of Pines Avenue, a total of 233.97 - i: feet; `$ WESTERLY and SOUTHWESTERLY by two (2) courses measuring 245.03 feet and 65.16 feet, more or lessl and " i. •r. - ' ' NORTHWESTERLY by "Great" Wequaquet Lake. i Said premises are conveyed subject to and with the benefit ,o. a of easements, restrictions and agreements of record, if any, and Ito the extent in force and applicable and to taxes for the current 4. year not yet due and payable. L . ! II WITNESS my'hand and seal this 1st day of November, 1979. t '� �. U�lorcco 3.'�os�•co� _ I I - Frances I. Crones GOOK � i r�GE 154 =� DEED 512 Z i 1 Frances I. Crones, of Centerville, Massachusetts, for $1.00 consideration paid, grant v7IT?i QUiTC:,aIM CO`JMNA.1TS to Jacqueline Crones, of Miami, Florida, the land in Cantervil'_e, Barnstable County, Commonwealth of Massachusetts, shown as Lot and as mot 9 on the Plan of Land in Centerville, Barnstable, :bass. , prepared for Frances I Crones, dated June 14, l ;g, Associates, inc., recorded with Barnstable County 4_cistr., -:45 Deeds in Book 325, Page 33. For m title see deeds Y recorded with Barnstable County � Registry of Deeds in Book 4f �� p r / b _ .., ace..2„7 � 7�3/3�4• a �.2��•et'" v address of Granted Premises: Lot 3 and Lot 9 Point of Pines avenue Centerville, Massachusetts : s, • Grantee's Address: 7722 Camino Real - E217 � °t ,Miami, Florida 33143 Witness my hand and seal this day of 1989. Frances I. Crones r• _Sr� �4_,. 1 Commonwealth of Massachusetts Barnstable, ss. j w 1989 A° y Then personally appeared before me Frances I. Crones and .� acknowledged she executed the foregoing instrument as her free act and deed. Notary Public v My Commission Expires ;1 - ?HYLUS A ALSESTELL 11y Canmsyipn Exprea c JUL 17 59 A� 'Ail EXHIBIT E Document3 - ..I I Ii +� 000K32161'!GE 160 i j Bo0K321GHGE 161 E h a. 33267 i I COMMONWEALTHOF MASSAC}R)SETTS Suffolk, as. QUITCLAIM DEED i li December?-3, 1980 Y FRANCES I. CRONES of Barnstable (Centerville), Then;j personally appeared the above-gamed Charles C. Crones, Jr. and Barnstable County, Massachusetts, for Wo consideration,a26C fi}m l Ij acknowledged the foregoing instrument to be his free act and deed, i x •-.�,,, ^,1..{N.K]4i4= paid, grants to CHARLES G. CRONES, JR. of 47 Swallow Before me, j 1,• Drive, Newton, Mass., as Trustee of the Crones Family Realty . i Trust u/d/t of even date herewith (and recorded immediately prior'. ! hereto), with QUITCLAIM COVENANTS, I •• Notary Public ;I My commission 1 Lot 4 containing 21,643 square feet as shown on a plan a i expires: �1i t`7�q 19S1 entitled "Plan of Land in .Centerville, Barnstable, Massachusetts for Frances i. Crones" dated June 14, 1978 drawn by C.M.S. iI + I Associates; Inc., recorded with Barnstable Deeds in Book 325, a Page 33. t Said premises are conveyed subject to and with the bene- fit of easements, restrictions and agreements of record, if any, , and to the extent in force and applicable and to taxes for the current year not et due and a able. L.F;Y Y payable,. I' Property Address: Point of Pines Avenue -.y Centerville, Massachusetts �f 1�•y Fn+N T y .//. Ss.• hlr,.:r��ci ,(<-,;;J rK cer i•ae -/J- Y, 7z:,/i[r fe L(/ses IID:r•Pw"Gd - �A Consideration for this deed is less than $100.00 s '�,I' �• ` r,."' WITNESS my hand and seal this 23rd day of December,' 3 A rl 1980. i I I , II I � ut i i a i i. I II a .I / Frr/n es I. Crones j j 3 P. COf1MONWEALTH OF PIASSACHUSETTS ' Suffolk, ss. December 23, 1980 ` Then personally appeared the above named Frances I. I i 01. lI ¢ y Crones and acknowledged the foregoing instrument to be her free act and deed, before me, r I . it /��+•�w��b�''`�''^� f _ ' , I J so M. Cotton, Notary Pub is i My commission expires: May 29,1981j ' I I 1 I EXHIBIT F Document3 - r YL ry - 800-�7105PIGE 343 15C DEED I, Frances I. Crones, of Centerville, Massachusetts, for + $1.00 consideration paid, grant WITH QUITCLAIM COVENANTS to Jacqueline Crones, of Miami, Florida, the land with the buildings thereon.in Centerville, Barnstable County, Commonwealth of Massachusetts, shown as Lot 5 on the "Plan of Land in Centerville, Barnstable, Mass., prepared for Frances I. Crones, dated June 14, 1978, CMS Associates, Inc.•, recorded with Barnstable County Registry of Deeds in Book 325, Page 33, reserving to myself, however, the right to use.and occupancy of the granted premises for the remainder of my life. For .my title, see deeds recorded with Barnstable County Registry of Deeds in Book 653, Page 294; Book 723, Page 634; Book 502, Page 508; and see also Middlesex County Probate No. 499071. Address of granted premises: Lot 5, Point of Pinaa .Avenue, Centerville, Massachusetts 02632. Grantee's Address: 7722 Camino Real- E217, Miami, Florida 33143 Witness my hand and seal this day of ��L^ 1990. • �> ?.,,c�^t"v � Frances I. Crones State of Florida County of /Q� ss. »�ZZGI` `^b , 1990 Then personally appeared before me, the undersigned Notary Public authorized to administer oaths in the State of Florida, Frances I. Crones, known to me or satisfactorily proven to be the person who signed the foregoing instrument and who then acknowledged to me that she executed the same as her free act and deed. Notary Public My Commission Expires: [Notary to imprint Notary Polk Stete of Flmids Notarial Seal) at Urge.My Commission Fyyites February 11th, 1994. y . Bonding thru F i 0 Co.of MO. o . C O D } .. �7 ce fl - � • R790 Z `'.... .k . RECuRC�D rA r EXHIBIT G Documeut3 r EXHIBIT H Documend BOOK b U U PAGE 15 5 DEED r I, Frances.I. Crones, of Centerville, Massachusetts, for $1.00 consideration paid, grant WITH QUITCLAIM COVENANTS to Charles G. Crones, Jr., of Waitsfield, Vermont, the land in :)t Centerville, Barnstable County, Commonwealth of Massachusetts, A` shown as Lot 2 and as Lot 8 on the Plan of Land in Centerville , :MS Barnstable, Mass., prepared for Frances I_ Crones, dated June 14, 1978, CMS Associates, Inc.., recorded with Barnstable County Registry of Deeds in Book 325, Page 33. Q For my title, see deed recorded with Barnstable County 1�0* o2/Sep ' Registry of Deeds in Book 'J�.3, , Paged 7231.34t j�2/SOP- ��rK%7R. • Address of Granted Premises: Lot 2 and Lot 8 /fit-DSyf Point of Pines Avenue Centerville, Massachusetts Grantee's Address: RR 11, Box 227 Waitsfield, VT 05673 k, Witness my hand and seal this 1__5_ day of 1989. ' iw Frances I. Crones X Commonwealth of Massachusetts Barnstable, ss. 1989 v'.._ Then personally appeared before me Frances I. Crones and acknowledged she executed the foregoing instrument as her free act and deed. Nod ry Public � ��y, My Commission Expires:• • , J• `�:' AlY Comity : triTF71. t} L) 6 ;) i RECORDED AL 17 89 - ,�,�t/ 'y EXHIBIT I Documeut3 800K 8 0-0 E 5 4 DEED Frances I. Cranes, of Centerville, Massachusetts, for j $1.00 consideration paid, grant WITH QUITC:.a2M CC`7EN;LITTS to q Jacqueline Crones, of Miami, Florida, t e land in Centerville, Barnstable County, Commonwealth of Massachusetts shown as Lot 3 and as _ot ? cn the Plan or wand in Cente^Tile, 3ar^stable +, :Sass. , creparea 'or Frances � Crones, dated une _4, 978,'_ CMS Associates, Inc., recorded with Barnstable- � Cc unt_T Recjct .i - Deeds in 3cok 32E, Page 33. J For my title, see deedsrecar�.ed With Barnstable ^_runty Registry of Deeds in Book �� P ^y_ age T 33/3�yT� s a?-/Se; Address of Granted Premises: Lot 3 and Lot 9a Point of Pines avenue � Centerville, Massachusetts h'� $`_ Grantee's Address: 7722 Camino Real - E217 k. Miami, Florida 33143 Witness my hand and seal this S dayof j 1989. Frances I. `}Crones Commonwealth of Massachusetts , Barnstable, ss. 1989 Then personally appeared before me Frances I. Crones and acknowledged she executed the foregoing instrument as her free act and deed. 3 �7���"':• •y�,;._ Notary Public My Commission Expires L., -l PHYLUs A.ALr.En•-'TELL,no*�r'Az•:-d My cwmuu= JUL 17 89 - 0f'�03855-0007 95-09•-25 11:23 #048044 v" DEED r I, Jacquelyn I. Crones, of Miami, Florida, also known as .d Jacquelyn Crones and as Jacqueline Crones, Sor $1.00 - . consideration paid, grant WITH QUITCLAIM COVENANTS to myself, "+ Jacquelyn n Z. Crones, as Trustee of Th Jacqu lyn I. Crones 1995 ry y 1995 and Trust, a declaration of trust dated '' . recorded herewith, the land in Centerville, Barnstable.County, Commonwealth of Massachusetts shown as Lots 3, 5, 6, 7 and 9 on the "Plan of Land in Centerville, Barnstable, Mass., prepared °i for Frances I. Crones dated June 14, 1978, CMS Associates, Inc., Vie} recorded with Barnstable County Registry of Deeds in Book 3250 k- Page 33." . For my title to Lots 3 and 9 on said Plan, see deed from Frances I. Crones dated July 5, 1989, recorded with Barnstable w; Deeds, Book 6809, Page 154; for my title to Lot 5 on said Plan, y see deed to me from Frances I. Crones dated March 26, 1990, recorded with Barnstable Deeds, Book 7105, Page 343; for my title to Lots 6 and 7 on said Plan, see deed to me from Frances I. Crones dated November 1, 1979 recorded with Barnstable Deeds, Book 3034 Page 276. Address of Granted Premises: Lot 5: 66 Point of pines Avenue, Centerville, IM 02632: Each of the other lots granted by m this dead, being vacant land, have no postal addrss■ other than 5 their lot number, Centerville, MA 02632. u�+ Grantee's Address: 7722 Canino Real, Apt. #Z217, Miami, pL 33143 Witness my hand and seal this day of 1995. as o r. odquelyn I. Crones 0 a a w 0 0 4) c STATE OF FLORIDA a - S °o Dade County, ss. , 1995 Then personally appeared before me, the undersigned notary a� public authorized to administer oaths in the state of Florida, Jacquelyn I. Crones, known to me or satisfactorily proven to me to be the person who signed the foregoing instrument, who acknowledged to me that she executed the same as her tree act and dead. [NOTARY TO IMPRINT NOTARIAL SEAL] jiavic# OWEN , Notary Publ c FFJCI[=CC3.04631 M mmission Expires: } JAN NOTARY PUSU Y COMMISSION NO. BARNSTABLE REGISTRY OF DEEDS i 8K 1z1209 PG 143 53406 .: 06---30-2000 e 1 O N 09 f, QUITCLAIM DEED ri I,Jacquelyn 1.Crones Trustee of the Jacquelyn I.Crones 1995 Trust, u/d/t dated September 8, 1995 and recorded in the Barnstable County Registry of Deeds at Book gBS,�i,�Page 1 of 11140 Caravel Circle,4310,Fort Myers,FL 33908 For consideration paid in the amount of Eighty-flve Thousand and no/100($85,000.00) . Dollars grant to Sidney K.Horton,III, of 24 Mary Dunn Road,Hyannis,MA OMI with QUITCLAIM COVENANTS, the land in Barnstable, (Centerville}, Barnstable County, Massachusetts described as follows: LOT 9 on a plan of land known as the"Plan of Land in Centerville,Barnstable, Mass., prepared for Frances I. Crones dated June 14, 1978, CMS Associates, Inc.", recorded with the Barnstable County Registry of Deeds in Book 325,Page 33. The above premises are conveyed together with all other rights, benefits, easements and restrictions of record insofar as the same are now in full force and effect. Property Address: 41 Point of Pines Avenue,Centerville,MA 02632 For my title see deed from Jacquelyn I. Crones dated September 8, 1995 and recorded with the Barnstable County Registry of Deeds at Book 9855,Page 007 BAR!lSTABLE COUNTY REGISTRY OF DEEDS ` C X WITNESS m hand and seal this thirtieth day of Au 2000 - Y Y 8u�. W (� Q i0a acqu I.Crones,Trustee DATE 08.30. 00 RED tt 0 a COMMONWEALTH OF M SS HUE TAB 193.80 L� LE COMMONWEALTH A AC S TTS TOTAL $193.80 t) 1` CHECK $193.BO Barnstable,as. August 30,2000 F CLERK 1 NO.01296?( TIME 09:03 1111 Then personally appeared the above-named Jacquelyn I. Crones, Trustee or i ne Jacquelyn I. Crones 1995 Trust and acknowledged the foregoing instrument to be her free act and deed on behalf of said Trust,before me. z Zu/ /51 � Kenney,Notary Pu is y commission expires: 1/ 8/05 Crones to Horton Page 1 of 2 EXHIBIT J Document3 i BOOK s35VIRAGE 188 Qpl,�s € ! I, FRANCES I. CRONES, Ti of 66 Point of Pines Avenue, Barnstable (Centerville), I ; Barnstable County,Massachusetts, for the full consideration of $20,000.00 Pad I '!� , II , grsntto VINCENT F. KIRSCH and MARGARET W. KIRSCH, husband and wife, as of 25 Windsor Road Massena New York 13662 with qutttlpttn fonrnants thn land in Barnstable (Centorville), Barnstable County, Massachusetts, described as follows: Being LOT 10 containing 21,760 square feet, more or less, as shown on a plan of land entitled: "Plan of Land in Centerville, Barn- I stable, Mass. for Frances I. Crones, Scale: 1" = 40' , June 14, 1978, 1= CMS Associates, Inc., 1265 Route 28, P. 0. Box 70, South Yarmouth, r Mass. 02664," which said p lan is duly filed in the Barnstable County Registry of Deeds in'PlanBook 325 Page 33. Said lot is subject to the restrictions set forth in instrument dated September 1, 1978, recorded in said Registry in Book 2817 ?! Page 146, and to utility easements I of record, if any. Y • 1: V For title see deed to Charles G. Crones and Frances I. Crones dated January 16, 1952 and recorded in said Registry in Book 802 M1' i Page 508. See also Middlesex County Probate No. 499071, Charles G. I Crones. Ai Eiji• � i r Executed as a sealed instrument this 13th day of July 19 82 I Frances I. Crones ! chr altlt of!(Rattsnrlfiterttl Barnstable n. }'Jul 13 19 8 2 !; Then personally appeared the above named Frances I. Crones 11 , and acknowledged the foregoing instrument to be her Sic and deed, L . Before nte, a C/Y�/Jv il'f .✓Notary pumic I �s MY commission eaniresl //, . 7 1u P% I tx Bk 15143 Ps222 041853 05-10-2402 8 1 U=47a CONFIRMATORY DEED I, MARGARET W. KIRSCH, of 25 Point of Pines Avenue, Centerville, Barnstable County, Massachusetts, for consideration paid of ONE DOLLAR and NO CENTS ($1.00),hereby grant to MARGARET W. KIRSCH,Trustee of the Kirsch Realty Tr u/d/t dated September 4, --,--.P2001, and having an address of 25 Point Pines Avenue, Centerville, Massachusetts,02632 with QUITCLAIM COVENANTS: The land, together with the buildings thereon, located in Centerville, Barnstable County, Massachusetts, and being Lot #10 containing 21,760 Square feet of land,more or less, as shown on a plan of land entitled "Plan of Land in.Centerville,-Barnstable , Massachusetts for. . Frances I. Crones, Scale: 1" = 40', June 14, 1978, CMS Associates Inc., 1265 Route 28 POB 70, South Yarmouth, Mass.-02664" which plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 325, Page 33. For title see deed of Vincent F.Kirsch dated October 24, 1989 and recorded in the Barnstable County Registry of Deeds Book 7063, Page 250. Witness my hand and seal this 11*day of April,2002. M"GAREI W.KIRSCH The Commonwealth of Massachusetts Barnstable ss. April 11,2002 Then personally appeared the above named MARGARET W. KIRSCH, who acknowledged the foregoing instrument to be her free act and deed.before me. Michael L.Lavender,Notary Public My commission expires 9/27/02 .4tto,.y t L,w 9 ado dl'laL. .�ty t �a..utgGri �c,�1.1cf o263o �Xf (506) 362-7789 BARNSTABLE REGISTRY OF DEEDS 5• EXHIBIT K Document3 ... ... .- ._. - �51 as.Ir3654 fdu iSO 01703 ��z I, FRANCES I. CRONES, of 66 Point of Pines Avenue, Barnstable (Centerville) Barnstable County,ifaaaachusetta, for the full consideration of $18,000.00 paid k j f grantto EDWARD O'TOOLE and DOROTHY O'TOOLE, husband and wife, as tttE tenants by the entirety, 1 I of 110 West Main Street, Barnstable (Hyannis) , Barnstable County, j Massachusetts, with quttriatin raurnants the land in Barnstable (Centerville), Barnstable County, Massachusetts, described as follows: ?< Bain q LOT II containing 17,528 square feet, more or less, as shown on a Dian of land entitled: "Plan of Land in Centerville, Barn— stable, Mass. For: Frances I. Crones, Scale: 1" s 40', June 14, 1978, f CMS Associates, Inc., 1265 Route 28, P. O. Box 70, South Yarmouth, Mass. 02664," which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 325 Page 33. i Said lot is subject to the restrictions set forth in instrument dated September 1, 1978, recorded in said Registry in Book 2817 ¢ ' Page 146, and to utility easements of record, if any. � I I For title see deed to Charles G. Crones and Frances I. Crones dated January 16, 1952 and recorded in said Registry in Book 802 `- Page 508. See also Middlesex County Probate No. 499071, Charles G. Crones. . i j I�•�' t _ T Executed as a sealed instrument thu day of Frances I. Crones STATE OF FLORIDA Then personalty appeared the above named France_ s I. Crones and acknowledged the foregoing instrument to he her free act and deeds : l -- t`:�l.-t... !._+'tom''.S+r..[•' ~ rL= A i vd�tg5Fublit, My commission expires i, — .• •v�',/ ��l'1 y�` u.,AN 14 33 .��-I��-....1I I.....II�.I..I I...II...�...*�...-I.......-.I.p.,1.-1\..,-��..I.�-,."-.-.I..I....I�I�-.�.II t I...I.-.�I.I.I I..�.I II.II...,...I.I II.......�.I-.....I..�..�I...�I.I"..,I.I...I11.1.......�..�.I...-..�.I.....,�..I..��I...,�I�..I1I....I.I I'I,I,.....15.I."I...�.�I.I........%.I I,�.I�...1�1......I.....�-�.7..I.I1 I�..�..-*."�....I4..I.�.III�...�.-.,.I.-......I�...I'�...1 I�.,.....�.I.II,.I.I�.l.,......I...I.I.�1.'.II I�I�-..1 I..I.II I..I.I..I.r..II I.I.4.I...lI-.I�.I..I.�.1I..,I-...,�I I....11......I�. q RQ 3E7J.CT N - - _ + + I-I..-�I.-...III�.�..�1..� ..I.I-..III I�.,A..I.�I I.�... 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Y 5 I 8 96" r NE' C r a x?,k ry I k' r yYy.e s'Ls::, �. >r '': ;\ - - } _ C3 1 _ - 3.. ... -., _ c- q., - y r R t,, �. .:r!:,d '.. a� - w.'. -./ MED/COS - '�Fk.it ^ ,_; - MED/C y, aC :�'( N r-:s t .::,'t ..: ,:;:.... - .:3 2.5Y 6!3 t{ T,as;,. SYtiTEM F OFILE zsY 6iS s , ,z., 5 v d : / T U.F.)AT EL 47.Or. J ?..k S, tt, H - k N t +. ACCESS'COVER TO WITHIt!6"OF FIN.GRADE fr)i r0 c�.,�E7 - e ,r ..t•t .P: �/ - .. ALeEss COiT ArcnncNr +- I - - t t (w ),V ': - r r n.Y - y r T t _ .. a6.D' IA�NId M.7 WT,In 6'(`!:nN.GRADE - ; �... .".:( ::. y I +7'::.:a.1 :: i' 1 '' 'w1RECC. .:'•. S'OF-COVER CA'ER PRECAST l 40PE.REQUIRED OVER 5.STEu .-- ', : . „ . : r G "A .Y. a :.. v .:y ,., "'._ ._:.; ::..:./ ,: . ,. '..:; Rt•',+Pmr'.LVEI. ..'xv6LE wAsneD PEAS ONE NO WATER ENCOUNTt RED i d .'S M1t .F-:ti ♦ ? 1 r.-- e4.0 rN'rIRsT 2 % \ t i /// 1 5,?, 1 1 'j :/ ) J"r0 OJ PROPOSED 1500 - - 4}.D• - - - N 4 ^E :A.l ,...I z°. t :i!" . . ..,: GALLON SEPTIC _ a4. t. G s t / P ti ✓. aQ.o.. - s. Yt St„ .:.'>c _:,- >t A .�;..r a _.,_LLy'7,. T-N (H- 10) ..J��`cAs .\ �' _ _ T , .r.. t .::3, y,' t .../ - _...' .. A F ;4'_ 4\ 2.75_ ,42,56/ VARIES .. N01 E 4 rh s:.r T I ) I Hn y :,f �; ,/ e FT 2.92 _ �R - . . is;• h tt J l T' '�' ,.IT \ - TM I (7__5R SLOPE), - 8'CRUSHED STORE OR MECNANtGL. , $ eeES 42.0' - _ FROM WEOVAOUtT LAKE DATUM SYSTEM y ..I 1 + r:/ _ I. DATUM IS 5 A y; _ 14 /, a - COMPACTION, (15.221 t2I) - . f.': 4CY S., y�\ J 'a >I T: �.,:Y �6 .:, _._'": DEPTH of FLuw - 2 MUNICIPAL WATFR IS A a � VAILABLE „ f Y ,'.u's- . --j;;.i�, °, i /.,: /,:,; _ (3 z SLOPE) }/4" PJ 1 t/2"-.DOUBLE WASHED STONE:�. y y j� 1,. FEE:.SaEs: }_ MINIM PIPE PITCH TO RE 1/B" PER FOOT. d C ? I :-i .e kl.•`. Va :`.. '.) .',; ..:.. INLET DEPTH '..10,• - - - - 4. DESIGN LOADING FOR ALL PRECAST I1N1T5 TU RE AASHO H-_1� - _ ,� :;:.S ; F .; t v4 LI J a.:. :e ,:. c OUnET DEPTH=.14 _ 5.. PIPE JOINTS TO BE MADE. WATERTIGHT. k. T ,r v:' 1 /. `1 t ::? e'il '.:.,) -5,, ..; '.1 6a� 6. CONSTRIJCITON DETPILF_ TO BE IN nCCOROAr.IrE W171.! MnS�.. + :;is>J '' ,1 l Y,:'.' 4 j._ ':_.. '".':r. FOUNDATION 10 -..SEPTIC TANK 3 -- 0' BOX _ o'. LEACHING - ENVIPONMr NTAL CODE TITLE V. . 1 / f P `� v - - FA(IL:TY }..' : - f-1 .•.r .: ',.' _.:: " .".. 1 7. THIS PLAN IS FOR PROPOSEC WORI.: oNLY AND NOT t0 RE . t s i<. 4 i.:• �. .. 7 ",. USED FOR LOT LINE STAKING .!2.';_�-,,�_"�"'-;II�.(.-.,'N,:i" I` 1 ,- _ .ia '.,` c t ? _ - _ - - 8. PIPE FOR SEPTC SYSTEM To SCR. 4G-4' PVC. _. ' c.: .. ., _ .-::. ,jC/;y. . :..... :..::- ... .. _ ... � .. 9. CDMPnNE1JTS NOT'TO JK &ACKFILLcD DF'".INt.L17_FT:('ITHOUT, F r -.'. I I',` rr TTf,{.1-IIY nA,nr� I In::.:.. ` ...:':- .-.-.. i • ,. � - - : /, . ,- I -... .. .. _...... ;m s, .Y -A F ;Y`t.. -m ram, ., ...!"'1°{t'.. .--. i. F ,.::...ti :,,F. M, y. c. -5,.: v �. ..w..-.. I ..,e .....h ::.".. :....>I .Y�.:.:'.- ..:... 1 :.,- J T (r Ml:r••.tF �, ., -'6002 1 :Q• IFUNSUITABLE SOILSARE ENCOUNTERED VA THINS OF } - I:'. v ' -' x' >,X! ;- ;I 1.;,U-�- PERIMETERS OE.LEACH FACILITY; REMOVE FORS' a , ° :_? .; :.; /� ,_.: '' _:-,:.'., :.�. AROUND.:LEACH FACILITY.DOWN. SUITABLE.SOIL - - ..a - .H!CH.R::T '7.WEOU 40uE T'LnKF EL. _'S.0' (`>^ r' t5 _ - _ SITE AND ��WAvt_ PL.+ '�': - .,(: _ ,y ` ,, ,`b {= LAYER.'.ENGIN EER TO INSPECT'SUITABLE SOILS/REMOVAL SEPTIC DESIGN- IGARa.GE Drsccr.:. 'r`II ,I IWED ) .. �- - _�.". .,,,...�,..:.__._, L :-53 s ,� .. b'.r J :.�Q'. 'IF:-NECESSARY --__.-__�._ OF .. ?. , c;: Y i' '.S : Ji:°..,,.:.. - DESIGN FLOY.4 4_ DEDia00MS (-11l GPf)i _ aa0_GPD. - - n C �/ _..a -...-'...,....�� I. -t w�E -- I_.,T II _ P01-N �F FINt Apt I . 1 ,- I .,:,y �. .uSE'n 44 GPD DES G:N rLOw _ _ - _- -.--"_ -'- I ,: - 0 _ b a 1 '..4 - .•.., .. IN THE TOWN OF; I Y I A - - -SEPTIC TANK: 440 GPCI i..=) 8fl0 _ I- r,.- . 1 '( :, l; J'i:LOYrt ,... I .1:, ,,.Z ,." USE A 1500 GALLON'SEF TIC 1:`-t�l',( - - - �' �.e..".,n,.r_... . - - :+ t - '�'_�^"'^�.^'tea.,-_ pp .o ' cs' ::,. ,,,076 SF -':: I , O,. LEACHIt•iG: .. - PREPARED TOP,. NH.4 Vc'I (. ( C^ r a JN'�A . SIDES.",:. _N/A .. __ r A 1. 1 k) PE,t1CHfAApif i .) ) •. K} `, _I , C, '.: _ ... _ !.-1 _ u CONCRETE H r .` ': -BOTTOM: �-_-_- _ ___-. .__.._. -- .__.. ._._ ,+ x s, Et'aaC 32 �" .:.. ; r;: :. ,.,.: I .. _., .. TOTAL 600i0SMF..S a4a GPp 4 _i ,: ,. _ 1 L +:�,: '' - USE 2 ROWS OF 6 S7ANCARO N:1L7P,ATOR S EAI.H WITH 0 40 I n 20 20 'yyl4 �` ,. -,al .y I ... _-- __ .. SCALE. I" = 20' D.A TE NOVEMBCR 12. 1-.99 '`t n +,, ".,. J e r.. ,. '. - �' _ _ 3' STONE ATSIDES, 3.3 E'E TWC SN ROWS AND t.25' AT ENDS - ----- - 't I� - F � L : t KiREC It . . I', / 3 14ic fry i,,ti a LA y, I e _ _ - m y ti k it1 s y,�„ r y r -�\t T t k I `? .. 1V „ -'�dx nl7 tm•o , . rl (.� {?r 1 I y' C Z• 4 i is prop +'-1 i.* y a).'�-•- _ .'� F ttd a�.rE C4 / -.1 s� o J' + i l n, !/Jf IwL � A ,R { f a y F e) s..'JT a Tw :.. 7 r ..l - _ _ - \, :.J', � T'lF /// 1 I 1 i' r ! t, : I j'' r t: 1 t F � BOAT),F HP-ALTH . 7 L Ma .' q I . f _. s p ',� : t F; i .: y{ S ty t } -., la) @. ,n F z r�i' J - !__ _ , MA _ ltTt "f' ; } `. rr'a A d APPROVED' DATE 4i " S a t 5 I -II R J 1. F ::;! h x P' I . .k ftr 1 n y n+, �tI'.. a� T l �I 1 g i,} s 1J/ N1RE �,,r,rIJ L (,i .� 4. t fi. 1 A t' - :.}}. ) Jf,�) y °V T,,L F;Iy� \yF ArYt / i (.� t 1 1 )1 '_ y J. Ir +� d:. 1 i LS 1 / Y _LEG ,;I p -, T \ 1 r E°l s..F t / _ .. PR ED SPOT VATION END Y -bb x I 1000' OPOS ELE / I,l s60u"i t, t S < .7 -1. ?} . L- f :, 100>,0 EXISTING SPOT ELEVATION I thh .. ,l ` 0I° 'Ta`, x I' i' oG down cape engineering, Inc. I '` ` 1 ! w'r/ 5 Ly "Y. ><`,✓J.r. t;ls ,�d S_, -.:, r - '' _ , . .:::. r x�'..t >..,r,. :_. i...,... 0�.,_0 .' . .'; -.: - .d. " .. `d -'100-.�E1.0 lO GE OONOTOUR14 " �, :ram 4 1 II J'Q.S: -x.`:?R Zs t ::-e 'L - y .a _ C - ._. L,%ND SURVEYORS ,r.. :. + 1 )R...W e 1 .,, t I .. .. 939 main st m 2 0 575 99 3:10 1 2 y ,t rag . } _ y ar mouth, ma .. .: 5,1 l... 1p. 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DATE: + 1 �•4 ! ,. p L p , - :, f ' a. e , S 0LS I� ____ __-..- . r /'-_�..�l._7 I01 It-,--�—1. —,I31 1 L-:*>1 - - - �� .1 , ,. - - IIIiII . 4- - 4 t , 416 :h rI �I. .. �( , -- .y, J- .;d ;. ;'a. T .-... ... . ---,. a r _ _ ._ , 4 _ ._.._.__..____- II T.....1.4I4 1.3,. I -//L/,,Z,.I-/—,/1 0/-,-Y7R"I-C--n�'!1!"'��-,/-f�, , . . w. it q �� A ! _ _ 0 � () ' (��' i N M" IL L • _ /, )S� M ; ! ;'; f .''.J 116, r / 1I 3/ i ,9" 10Yf.` 4/1 i , / �' .r':' w MAIN - 12 t - ._ __-__ - --_. _____ - _._.,, _._ I „ „ s/0 _ ^BS i t 4 , 1 I 1Q' ",may L- 10Y`1 ��!<3 ASSESSOf,,' 1, 1( ,$) A• I w% �� i `4.r 1CJYE' 4 11 41 4" I '1 .!' c. 7 f i ., •„ / 24.5 , 4 N~ t6 .- �``"` "�, • ' . / e i I� (,, 1 i YARri F_I BACI<,5. ;, J . Y /, 2,5 tf;/ _4- _ _ _- _ SI I , 7,.,, t.�E 0' ~ �' BENCHMAF K _._` l___ .,L_ __X. - - - ( C 2 f?EAf� CONCRETE BOUND C2 MEC'/CO' 1 I ,` ELEV - 45.98' SILT L')AE: ,, i ? 5Y 5 r•1 F't, !,ti PEF•, -- 1 .tip __ ' �_ .,---' I FLOOD ZQPtE: r .. , ------ ._Q . ,.. _-_ . , , T \I / MEOr + . ,. Ir MED/CC�S ,, & tiv _� ' 2.5`+' �, , 2.5Y 6/3 A THE' k...----.,_._�____._._._--- . 4 7.0. z�J 1 w L rvl O ' ', ' :a a T.O.F. AT EL. iI""- ' i CCESS OVER TO WITH OF FIR, GRrDE � `�A i - -E S rb 2 ( A [RTI,H ) '' a - a .. 1-1 i. r. 158, - . , } i C - ____ - K'-t - � w �� c T � "� 30. -�__.., 29 7' I68' _ _._ - - . GUr ,' 46.0' d / MttTtfi^I 6' (`: Flh' GRADE __._ (' , r�'NIMUM .iS' F COVER OVER F 2ECAST " �'lPF REQUIRED OVER SYSTEM 45 0 , vwt /' ____. _____ _______- .-•-_._, rd+. WAT R ENCOUNTERED ' " ,e // �1'N PIP[ _EVEL E1Cl!8LE WASHED PEASTONE .�` F �: t 01 , 7I , , " - _ R'' ., ," ' — - 1 ,, .: 5 r i , 50 . ,• ,'I 7 . ` C DSEPTIC ` r , ,'" � SE �' ON ;c 0 O RROPo '' , N T J.. r. , - m- t . T — $ w _, j _ , rJi ANN`(H _1 C1 ] < a __ VARIES _ _ . - ,'.fir,-. ; - .-_-, . , ti �BAFFL �42,92' `__ '� __ / W . 1 . , ,. - YS �, .) / 4Z 1 D TUM S .- AKE DAT,)M S YI F , " ( 7e PE) 6'` RUSH'D STbNE CiR MECHANICAL, --- — THa �, n' FROM wEOUAtJUFn I � � . : ,, . PACT 2 [2) I A : . c I IA • r .1! �4 ,' 4' C+N . � '� � MUNI P l WATER IS AVA L EiLE DEPTH OF FLOW SLOPE _ �' N I PI PITC TO RE 1 �8' F'f.R f 00`f. / 3 3/4' T > 1 1;2' DOUBLE A� I IM JM P H (-•.-_- ) W NFD STONE 3. M E TFE SITES: 6' / 10„ 4 DESIGN LOADING 'OR ALI, PP.F--CAST UNITS TO BE AA SHO H-_. t 0__. ! • d ~-, .� �;,,1- INLET DEPTH b __ �. PIPE JOINTS TO F3E "�IADF, VdrTE.f�TIf,MT. �_ /• OUTLET OEPT H 14" r a ..1 I I �- 6 C(')� F_.1)C_T J0r4 D'..,AIL< T� E3F.: I�! �C �'PDAr'I('t. y41 T 4 7 MA S. : I I `" E'I,/IPONMlFNTA- ( c r%,F ' ' :. V. , � ;,,,- UNC ION 10 --'----- SEPTIC TANK ---- -- 3' _ C� i�``�. - ----- - Ent �(I ' j( � ,r , AN ra+- �� ___ N ING x i FO AT ° F 1.,li +TY r TIi15 F'i1�r 1 IS F01? F'i F . I /, ;' I -Fn rnR L{�T LI°`!E STAk 1`- ' . } / 1 f 8. F'!('F FOR SEPTIC SYST - :C ''vr_ f r' I . �� . . A q r T I RluT- " r F' r t,'�)P1 F F7rJ FT 1 T. NC:1 T�l ) I-; _ li j � , . ,,, I, ,, 4 P, a 4 ., 1 t L'. n-, ., .F , I T _ , - � I�+ � , , � I ' , F . . . , r- 1 J �/ I Or t , 't' " �- 4 . . i ' } ' Y r "I r , + J �'' 0,0Z, I iF .I ,:SUITABLE SOILS ARE ENCOUNTERED WITHIN 5 OF . � I . t I z' PER OF LEACH FACILITY, REMOVE FOR 5' . f. / - , � N1r- �h'�''LT _ ? WEnI IAO!IET I-AI!F EI_ `�.0' �^ '"j A 'UND _EACH FACILITY DOWN TO SUITABLE SOIL SLT"L A `�� ~ 4 r ~* II • >. / � ,, �, /T +� t"eg'Sc-r*•e•t^^'ye,:*^.m-�rn-s- +r.•..-eal!•.,_ .s._. ' * ' l ... ,.. ,.,a-,. _ e•.rvr•- e ' p,+ T iNSPFC T JITAI3LE 5011 REMC JAL A �, a I _ i_I_ )%,ED _ !rJ q �r Ff7. E �IhEER 0 51 _S/ EPTIt�_ SIGs _ t,; R6�CE DIS C. __._ ________ .. _ _..--_—_.— ( a 5 _ , r- I ,, If CE55AR1r . DE � I i DESIGN I FLJW. BE', .. MS 1 ___ .__C i I _...._.�___ _.-___...-_...___. . ___„ T , a I N �. wn E - Vv IN THE OW Of. Uf , , . —7II.I..--;\I-4�-4/_,�1�"._(L_'I 11.I--�..I;.-F)-j�t-.-- I � U�,, USE A 'Y40 G 'D DES �. FLO N v . SEP IC ANK: GPD 880 T T 2 - �� a (: �__ 4 40 ) _-_ - ( lam,F �� T E F U( � F ) RA(� r`' �"D ..'.. ,o _ _ _�._ ------ L ON S TIC - , __-__ C L C PREPARED R GHA r R �F" LOT. 1 i \.r, . P f 0 . USE A t500 q p - , , . -10 878 5F . -I • LEACHING: . , , w , . SIDES' _ ___ _-_._.__._._ , _ --_ 0 40 r h�A .. .. ( {' fi- I 4 Ilb 'h 44 2 y ;. • ___.., x _ _ ,. , -_____.__.___ . _____ _�__r---.-._. ",, E3I ra�HMARK , OTTCIM- . .___I -I ,. _-..- __ ____ ..._._. .. .-__._._.__�.. . 8 1 , , : ,, Fv ► a$.' 2' TOTAL ,F '1,' Gf'D i 1 ( -� 6 JO S � " , _I ` ' 1 t�F t, Tp r,TC?Fa EACH WI i H SCALE: - 0 DATE: ' ' c ( I� . •- `; . USE RrWS - 6 STANDARD i i 1 Sap END e ,y Guy, WRtb I _ . , #n , ,., fit'," ,4 n' A•j,+- " I - ,��1 ,' . I `7 , ',: _ a 1 �ter. F`'1 AANE 1'1�\y I ! , . ► ? ��`, ,. ,�; i "� rro , 11 f f I,. 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