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Home My WebLink About0033 MERIDIAN WAY • M.ert ctian V o v. Pli.r, �rTlCit S�'w7 .>� tS"�fv��} jRC ':�avd/}�TiO� r. MAS. WR,-µr e iffileA, Pt , pe,E. Tor. ?elicit)! :' .) 9 v I Town of Barnstable *Permit# �b7 3 I D Expires 6 monthsfrom issue Regulatory Services Fee 35E " Richard V.Scali,Director .e.. ,:. Building Division Tom Perry,CBO,Building Commis ioner OCT 2 200 Main Street,Hyannis,MA 02660�fl I 8 2015 www.town.barnstable.ma.us LF BAR Office: 508-862-4038 Pax ,690-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 31i, 0/�(/1 Not Valid without Red X-Press Imprint Map/parcel Number �/ Property Address 33 N1"L-p 11 'N ) t-4)Ply/ Residential Value of Work$ `i�ij��} ��D Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address VvQ C.tf l (o W t@ r.J �3 r^'\v-4-j AhAwo l•e— /V A . Contractor's Name *- wo`ra,p Telephone Number,5'n,?-2 —4Fr Home Improvement Contractor License#(if applicable) /4'1D`7 Email:Covt't (��wee�t��.e, CCM1- eAIS Construction Supervisor's License#(if applicable) CI 3 5? ❑Workman's Compensation Insurance Check one: I am a sole proprietor ■ I am the Homeowner 0 I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 0 Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: 0 Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this req permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Prope Owner Letter of Permission. A copy of the Home Improve t Contractors License&Construction Supervisors License is fired. SIGNATURE: Q:\WPFILES\FORMS\b ing fornns\EXPRESS.doc Revised 040215 r ii.i„,;(44•0 ‘4....6,9. i Town of Barnstable Regulatory Services Richard V.Scali,Director . Building Division • Thomas Perry,CBO ., Building Commissioner 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and SignThis Section p If Using A Builder 1, KE iTL-( Cv LA- to A v ,as Owner of the subject l property hereby authorize -s z F'' Cp.) 2ft:1 to act on my behal in all matters relative to work authorized by this building permit application for. S3 MeztbiN..) wAN (Address of Job) ks . Ca,.Q40. _ /o l i g I IS Signature of Owner Date • Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILESIFORMSIbuilding permit formslEXPRESS.doc Revised 040215 1 LOT 85 76. 61' +1 CONCRETE FOUNDATION T.F.= 15.0' 14.9'± Z < 22.9'± > w 0 o b n LOT AREA 12,704 + S.F. o (0.29 + AC.) 1(, ) cn 13 V 92. 78' LOT 91 JOB # 03-42 CERTIFIED PLOT .LAB PREPARED FOR : LOCATION : ASES MAP 319 PAR 9 33 MERIDIAN WAY BARNSTABLE REEF REA IL Y SCALE : 1" = 30' REFERENCE : LAND COURT CASE #17933 .10 11A�Q I HEREBY CERTIFY THAT THE STRUCTURE �5/2�Sy o �' SHOWN ON THIS PLAN IS LOCATED ON THE ,/ DEMARE8 A. f. GROUND AS SHOWN HEREON. �� `�� E. N4o 36859 a ,r DEMAREST-McLELLAN ENGINEERING 24 SCHOOL STREET P.O. BOX 463 FEBRUARY 24, 2004 WEST DENNIS, MA. 02670-0463 (508) 398-7710 DATE PRW ESSI G AL LAND 111.5 EYOR .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • 4,I, Map 5 1Q I Parcel Permit# _ 7 1} 1} t U r ,,, r).- p Health Division 0 - v '-',)ln 5Inrrr ''` 1 A; f..C' Date Issued . 1719I/?d ' Conservation Division / 5 -`, es e r`;v1F ct o.I; j 0/"S3 Fee 'qf - /3377 Tex Collectori/RE/035D -� di/ .-e, CO a) Treasurer E V;$O -;'--------- PlanningDept. ., -`'�'CA'MIIST OBTAIN AS3Tr' p r JNNECTION PERMIT FROM T:. . :"GINEERING DIVISION PRIOR'EC' Date Definitive Plan Approved by Planning Board , 14STRUCTION Historic-OKH Preservation/Hyannis • N - w - Project Street Address c �,^ t )I a-� ( ,( W w Village `_ F• ,.:Q.!:_„: : - 1 , o.. Owner Mh ( IIV1 ' `. � ' Address tb :th ."A i .Telephone-toJJ/1 � jq�(o Permit Request , LIX.W 6 (..)51.1 f.1 , •°"` Vid Qtom. qexisting 6 P p g proposed I 3 3 7Q Square feet: 1 s floor: � ro osed` � 2nd floor: existin ro osed�c3 Total new Valuation `� L�� Zoning Distri�� Floo Plain � Groundwater Overlay r Construction Type ) Lot Size 1 -)0 U Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. . Dwelling Type: Single Family, Two Family 0 f; Multi-Family(#units) rJn61- "-I; I; Age of Existing Structure Historic House: ❑Yes o On Old King's Highway: ?es 0 No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other l.-4 Basement Finished Area(sq.ft.) c Basement Unfinished Area(sq.ft) /0 j)1 Number of Baths: Full: existing new 5 Half: existing 931 new I Number of Bedrooms: existing new Co i 1 Total Room Count(not including baths): existing new I.0First Floor Room Count 0 1 Heat Type and Fuel. Gas ❑Oil ❑ Electric ❑Other Central Air: es 0 No Fireplaces: Exist' g 0 New7 Existing wood/coal stove: ❑Yes aDle— Detached garage:0 existing CInew size /v Pool: O existing ❑new size Barn:0 existing ❑new size , Attached garage:0 existing ew size /- t)Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# as/V /Pt— R corded❑ , Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use R636--S(Als Q ,A BUILDER INFORMATION /� Name "� Cca Telephone Number 's-a3 -' v 1 Addre ->•,l /.1 ''::OAa , License# 0 L, � 7 0 - o L a __ ..... Improvement Contractor# 1/6 1, 1 iti,'A V'L MLA 0-/* Worker's ompensation# ({i (, jOV S .`V ALL CON•TRUCTIONwill) • • . ING i '• - _ pr. BE TAKEN TO 120.ilcAUL l' Eigttijg /1 SIGNATURE //�� /'�....�.- DATE - 0 , FOR OFFICIAL USE ONLY PERMIT NO. - - • . DATE ISSUED , - r -, , t f MAP/PARCEL NO."- . - • .R „ • f,y sf ti r ? .- r4 r " 1 , A i - k ADDRESS ,,,.. • ,. I VILLAGE • .• R r OWNER . - ,,-V. . Z-0"-- a if- . , . . _ . F DATE OF INSPECTION: gg4/2 .g p ^/4 r`✓tS y G FOUNDATION fc1J,hiat.4eei s,< S/14011 i�oe ' -• - ' - ° r 4 S FRAME 4 /=tf-./� it c/ VC.r ,e,mil , ' INSULATION 4 , FIREPLACE ,' • ELECTRICAL: ROUGH FINAL t , ' a ` r PLUMBING: ROUGH FINAL • . -- GAS: • ROUGH, FINAL • ` FINAL BUILDING S a tT/2 t �2-. 1/ f DATE CLOSED OUT ' w' ASSOCIATION.,PLAN NO. ' ... F t V. 4 } - C TOWN OF' BARNSTABLE '. , P CERTIFICATE OF OCCUPANCY PARCEL ID 319 009 GEOBASE ID 23390 ADDRESS 33 MERIDIAN WAY PHONE BARNSTABLE ZIP - I; LOT 87 & 89 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERM 'T 79431 DESCRIPTION SIN FAM 6JBED 3/BATH ATT GARAGE 24 X24 PERM TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY dbNTRACTOIiS Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 OA IME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 ie PRIVATE 4T % } * BARNSTABLE, * Mass. z634 ♦� BUILD G D V7ON < DATE ISSUED 09/23/2004 EXPIRATION DATE Y p. ct 4F"'" ,E , a -.)r/ ;,:i.t,.t• :J'"St, ._ - ',,, tsuiLDING PERMIT PARCEL ID 319 009 '`,GEOBASE . ID 23390 ADDRESS 33 MERIDIAN WAY PHONE BARNSTABLE ZIP — I LOT 87 & 89 BLOCK LOT SIZE I OBA DEVELOPMENT DISTRICT BA PERMIT 74244 DESCRIPTION 4 400 sf.W/GARAGE DECK & ASSOCIATED PORCHES PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT I CONTRACTORS, BOY, EVERETT W. JR. Department of ARCHITECTS: , Regulatory Services TOTAL FEES: $1,387.64 BOND $.00 • �ThE CONSTRUCTION COSTS $402,464.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE *hay'' , * BAIRNSTABLE, op . 7/� • MA83 r Lg / FD P'� BUILDING DIVISION z BY � //� " -•. DATE ISSUED 01/21/2004 EXPIRATION DATE 7 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 OF THIS 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 WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS POETI FNPE PERMITS ARE REQUIRED FOR PLUMBING AND MECH- ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM ;STREET; _ BUILDING INSPECTION APPROVALS PLUMBIIG INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS or1 1 z 0,,., Rote1 - 6( m,� / /, ,, x... 1 ,„,..,„,„...& .,. LlifT OK SM.' Ri/- :-/ / ' 2Wa Via Yfi 2 ( l ' --# 2/-, a ( ./2 /Oi7, 4 6141 j 0 1.‘ (DI. -qiici A el v Ot 4 q Ili/ �� J.-- Z.,...e— e/ 3 1 HEATING INSPECTION APPROVALS U . ENGINE ,G D PARTMENT kf/ V �/ -.?/W (PAX OAS 0/0 try^k..S 1202 � p7ARDOFHPH / .J1r OTHER: C i\1S` tz7 ke —t SITE kIN REVIEW APPROVAL alp c.1� 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- ,.5 r,E MOVE. TION. .n. ,Application & Permit to Instal! Fire�4larm System ti ,g e A. To: Head=of.Pe- .ire Department: Application,,is hereby made.injaccordance;with the .provisions ofi,Chapter 148 m, and.regulations ade under},authority. thereof to install for, the person,or persons and at the location named herein certain.equipment for a fire alarm system This application is made with full knowledge of the current requirements of the regulations governing such`installations` which will be made in compliance therewith. The installation of said system,shall conform to plans presented for review by, the Fire Department having jurisdiction' 1r• ..: L2 ti „ Permit No. PROPERTY INFORMATION Property Address: /title/P/4A MI c r 4(ii& E Map 1/7 Parcel:002 Number Street Fire District:)(Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Use Group: t I Name: E L. ❑ Owner ,I 'Builder' Address: Phone: FIRE ALARM INFORMATION Check One'New System ❑ Repair/ Update To Existing System ❑ Required Upgrade To Current Code Manufacturer Make/Model: J tw- c S XBattery R110 Volt ❑ FACP ' Type(s)To Be Installed:XPhotoelectric ionization ❑Other • Quantity To Be Installed: 7-Basement 1st Floor 6 2nd Floor 3rd Floor _Other '+ ---- Initiation Devices: Heats _ Pull Stations Duct Smoke(s) Other: — Activation Devices: Horns Strobes _Magnetic Release_Elevator Recall Other: INSTALLER INFORMATION Installer Name: . G5T (mac s I C, C.• Mailing Address: 7/ L v T" H(Z_O c S L N• City, State, Zip: W. `" ,-b ;A b L i VIA A•-- c .( Phone: 56k ( r(./ Certification # 1") 22 /4-- OCIass A ❑ Class B ❑ Class C ❑ Class D Expires: Inspection Contact Name & Phone(s): {Z Ge F �E l4-L.T '3 ?G 50 OFFICE USE ONLY Application Date: Taken.By: Permit/Applic. Rec'd: #Plans Rec'd: Plans Reviewed By: — ( Date: /—2 -o AC-Approved ❑ Incomplete Comments: Mell,& 9 . � cict) 7/0 6e2t 6-6 have inspected the above installation and found it to be I have provided accurate information for the above in accordance with the information and plans provided application and will install this system in accordance with with this app{cation. i applicab e.. ws and regulations. p U 9 9 • 07`6 _v( 9 4/04 Fire Department - Date Ins Iler Date See Reverse Side For Installation—Inspection Checklist White-FD Original Yellow-FD Permit Pink—Installer 1 FIRE ALARM INSTALLATION & INSPECTION CHECKLIST Note: All installations shall conform with 780 CMR 3603.16 and installed and maintained in accordance with 3603.16, manufacturers instructions and listing criteria and otherwise shall be installed and maintained in accordance with Chapter 2 of NFPA 72 and 527 CMR 12.00. This checklist is based on typical installations only. If and when unusual or special installation circumstances are presented, consult the fire department. ❑ All devices and equipment compatible for the ❑ Photoelectric detectors: Required if located purposes intended. (3603.16.2) within 20 ft. of a kitchen or bathroom (with tub or shower). (3603.16.11) ❑ Power for single and multiple station smoke detectors: Shall be supplied from permanently U Maintenance: Owner supplied with wired connection to an AC power source. AC manufacturer's operating instructions so they powered detectors shall be on a single branch may meet their obligation to maintain the circuit which also provides service to habitable system. (3603.16.12) spaces that may be occupied. Power source shall be on the supply side, ahead of any switches. ❑ Upgrade: Entire building has been upgraded with (3603.16.5) addition or creation of one or more sleeping rooms. (3603.16.13) ❑ Power for low voltage systems: Shall include a listed control unit with automatic detectors and ❑ Detectors secured and attached, in working occupant notification powered from a order with any protective packaging removed. permanently wired AC primary power source. AC power shall be supplied either from a dedicated ❑ Detectors mounted on walls shall be no more branch circuit or the un-switched portion of a than 12" but no less than 4"from ceiling or branch circuit also used for the power and lighting adjoining wall. of habitable spaces. (3603.16.6) ❑ Detectors mounted on a ceiling shall not be ❑ Secondary electrical power: Shall be provided by closer than 4"from wall (NFPA). Recommended: monitored batteries for 110 volt and low voltage Mount detectors 2-3 ft. from wall. household fire warning systems. (3603.16.7) ❑ Detectors not closer than three (3)feet from: ❑ Activation: Activation of one detector causes the Paddle fans (measured at tip of closest fan alarm in all required smoke detectors in the blade), Supply vents for HVAC units (measured unit/dwelling to sound. (3603.16.8) from edge of grill), and bathroom doors. U Signal Intensity: Required alarm sounding ❑ Fuse panel clearly marked to determine devices shall be 85 dBA at ten feet, those in compliance with 3603.16.5 and 3603.16.5. bedrooms shall be 75 dBA at ten feet. (3603.16.9) ❑ Detectors shall not be located in "dead air" spaces, shall be mounted on slope of peaked U Required Locations: (3603.16.10) ceilings three (3)feet from highest point, not on 1. Immediate vicinity of bedrooms*. sidewall. If ceiling at peak is flat, detector shall 2. In all bedrooms. be mounted on this surface. Refer to NFPA for more 3. In each story including basements and cellars but information. not crawl spaces and uninhabitable attics. • 4. One for each 1200 sq.ft. of living space or part Additional Requirements: thereof. ❑ House Number Posted in accordance with Town 5. Split level homes -smoke detector installed in of Barnstable Regulations. upper level unless intervening door is in place, 1. Arabic numerals, contrasting color. then one shall be installed on each level. 6. Not required in bedrooms where an automatic 2. House number visible from street. sprinkler system is present. 3. If numbers not visible from street, must be posted at driveway entrance or as needed. * Immediate vicinity shall mean within 20ft. (measured on a flat,unobstructed ceiling)from doorway of room(s) containing smoke detectors. Barnstable C.O.M.M. Cotuit Hyannis West Barnstable (508)362-3312 Phone (508)790-2380 Phone (508)428-2210 Phone (508)775-1300 Phone Phone(508)362-3241 (508)362-8444 Fax (508)790-2385 Fax (508)428-0202 Fax (508)778-6448 Fax (508)362-3683 Fax It*:4Wil ,.6-..„-J,7.7. .-L. cF kill, Town of Barnstable Regulatory Services $ Thomas F.Geiler,Director (kb bu�c Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must • Complete and Sign This Section • If Using A Builder 1 r . I ).Q.,-)k. I VIG as.. er.of the subject property-.. .-. ....._ ��1elbt:- C .. .- hereby authorize `l 1�� 4E, .to`act on my.behalf,_ in all matters relative to work authorized by this building permit application for: t1`�On. (Address of Job) 1 • ItNir,„---. I (''' . r5 Signa a of O er Date l'f(TH'\ G._. C . tint Name • • Q:FORMS:OWNERPERMISSION RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE 0d New Buildings,Additions $50.00 1 60 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE • .ate /" T� 1 square feet x$96/sq.foot= 3 3Q 1x.0031= /. / plus from below(if applicable) / `?"g ALTERATIONS NOVATIONS OF EXISTING SPACE Vsquare feet x$64/sq.foot= x.0031= pi from below(if applicable) GARAGES(attached&detached) S6 5' square feet x$32/sq. ft._ /� :iD,SO x.0031= CC, ACCESSORY STRUCTURE>120 sq.ft. >120sf-500sf $35.00 y://k" - >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 a Open Porch A x$30.00= co. (number) 00 Deck / x$30.00= 3 . (number) Fireplace/Chimney x$25.00= GAS VA,.`7. (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee II 3 3 3 mof 'A Multi-Loaded Beam(97 Uniform Building Code(91 NDS)1 Ver:6.00.5 ZOal By:Jay Malaspino, CAD Designs on: 01-13-2004 : 11:33:57 AM Project: CULLINAN-Location: rear deck main girder t • Summary: (3 ) 1.5 IN x 9.25 IN x 17.25 FT(5.8+5.8 +5.8)/#2-Southern Pin -Wet Use 1 Section Adequate By: 19.9% Controlling Factor:Area/Depth Requ ed 7.7 * Laminations are to be fully connected to provide uniform transfer of s to all members Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.03 IN = L/2565 Total Load: TLD-Left= 0.03 IN = L/2278 Center Span Deflections:Dead Load: REVISED PLANS DLD-Center= 0.00 IN Live Load: LLD-Center= 0.02 IN =U3759 Total Load: TLD-Center= 0.02 IN =L/3707 Right Span Deflections: Dead Load: date, /g , iL .. DLD-Right= 0.00 IN Live Load: LLD-Right= 0.03 IN = U2565 Total Load: TLD-Right= 0.03 IN = U2278 Left End Reactions (Support A): Live Load: . LL-Rxn-A= 1589 LB Dead Load: DL-Rxn-A= 258 LB Total Load: TL-Rxn-A= 1847 LB Desiqn For Uplift Loads(Includes Uplift Factor of Safety) Rxn-A-min= -5 LB Bearing Length Required (Beam only, support capacity not checked): - BL-A= 1.08 IN Center Span Left End Reactions (Support B): • Live Load: LL-Rxn-B= 4237 LB Dead Load: DL-Rxn-B= 709 LB Total Load: TL-Rxn-B= 4946 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 2.90 IN .Center Span Right End Reactions(Support C): • Live Load: LL-Rxn-C= 4237 LB Dead Load: • DL-Rxn-C= 709 LB Total Load: TL-Rxn-C= 4946 LB Bearing Length Required (Beam only, support capacity not checked): BL-C= 2.90 IN Right End Reactions(Support D): . Live Load: LL-Rxn-D= 1589 LB Dead Load: DL-Rxn-D= 258 LB Total Load: TL-Rxn-D= 1847 LB • Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-D-min= -5 LB Bearing Length Required (Beam only, support capacity not checked): BL-D= 1.08 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: . L1= 5.75 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: • Lu1-Bottom= 5.75 FT Center Span Length: L2= 5.75 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: - Lu2-Bottom= 5.75 FT Right Span Length: L3= 5.75 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 5.75 FT Live Load Duration Factor: • Cd= 1.00 . Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Left Span Loading: Uniform Load: Live Load: wL-1 614 PLF Dead Load: wD 1= 102 PLF.__,., Beam Self Weight: ' . BSW= 10 PLF Total Load: •• wT-1= 726 PLF Center Span Loading: • - Uniform Load: Live Load: wL-2= 614 PLF Dead Load: wD-2= 102 PLF Beam Self Weight: ., BSW= 10 PLF Total Load: wT-2= 726 PLF Right Span Loading: Uniform Load: Live Load: wL-3= • 614 _ PLF Dead Load: . • wD-3= 102 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-3= 726 PLF Properties For:#2-Southern Pine Bending Stress: •- Fb= 1050 PSI Shear Stress: . Fv= 90 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties • Fb'(Compression Face in Tension): Fb'= 1199 PSI Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.00 Cr=1.15 - Multi-Loaded Beam(97 Uniform Building Code(91 NDS)]Ver:6.00.5 By:Jay Malaspino , CAD Designs on:01-13-2004 Project: CULLINAN-Location: rear deck main giFder.j Summary: (3 ) 1.5 IN x 9.25 IN x 17.25 FT(5.8 +5.8+5.8)/#2-Southern Pine-:Wet Use 1 ' Section Adequate By: 19.9% Controlling Factor:Area/Depth Required 7.72 In ' LOADING DIAGRAM J_ ..A - B • C D .. Left Span = 5.75 ft I Center Span = 5.75 ft \ Right Span =5.75 ft Reactions • Live Load Dead Load Total Load Uplift Load A 1589 Lb 258 Lb 1847 Lb -5 Lb B 4237 Lb 709 Lb 4946 Lb 0 Lb C 4237 Lb 709 Lb 4946 Lb 0 Lb D 1589 Lb . 258 Lb 1847 Lb -5 Lb Left Span Uniform Loading Live Load Dead Load Self Weight Total Load W 614 Plf 102 Plf 10 Plf 726 Plf • Center Span • Uniform Loading Live Load Dead Load Self Weight Total Load W 614 Plf 102 Plf 10 Plf 726 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load . W 614 Plf 102 Plf 10 Plf 726 Plf • • • L _ r Page: 2 Multi-Loaded Beam(97 Uniform Building Code(91 NDS)1 Ver: 6.00.5 • By:Jay Malaspino , CAD Designs on: 01-13-2004 : 11:33:57 AM Project:CULLINAN-Location: rear deck main girder? Fv': Fv'= 87 PSI . Adjustment Factors: Cd=1.00 Cm=0.97 E'= . 1440000 PSI Adjustment Factors: Cm=0.90 Fc'_perp: Fc'_perp= 379 PSI Adjustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= -2739 FT-LB Over right support of span 1 (Left Span) li Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= 2021 LB At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 27.41 N3 S= 64.17 N3 Area(Shear): Areq= 34.73 N2 A= 41.63 N2 Moment of Inertia (Deflection): Ireq= 41.66 N4 1= 296.79 N4 • • • • • • • • • 1 Multi-Loaded Beam(97 Uniform Building Code(91 NDS)1 Ver:6.00.5 By: Jav,Malaspino, CAD Designs on: 01-13-2004 : 11:34:40 AM Project:CULLINAN-Location:screened porch girder I Summary: (2 ) 1.5 IN x 9.25 IN x 15.99 FT(5.3 +5.3+5.3)/#2-Southern Pine-Wet Use Section Adequate By: 6.2% Controlling Factor:Area/Depth Required 8.71 In *Laminations are to be fully connected to provide uniform transfer of loads to all members • Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.02 IN=L/2585 Total Load: TLD-Left= 0.03 IN =L/2299 Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center= 0.02 IN = L/3787 Total Load: TLD-Center= 0.02 IN = U3737 Right Span Deflections: . Dead Load: . DL,D-Right= 0.00 IN Live Load: LLD-Right= 0.02 IN =U2585 Total Load: TLD-Right= 0.03 IN =L/2299 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1223 LB Dead Load: DL-Rxn-A= 196 LB Total Load: TL-Rxn-A= 1419 LB Design For Uplift Loads (Includes Uplift Factor of Safety) Rxn-A-min= -6 LB Bearing Length Required (Beam only, support capacity not checked): - BL-A= 1.25 IN Center Span Left End Reactions (Support B): Live Load: LL-Rxn-B= 3262 LB Dead Load: . DL-Rxn-B= 538 LB Total Load: TL-Rxn-B= 3800 LB • Bearing Length Required (Beam only, support capacity not checked): BL-B= 3.35 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 3262 LB Dead Load: • DL-Rxn-C= 538 LB Total Load: TL-Rxn-C= 3800 LB Bearing Length Required (Beam only, support capacity not checked): BL-C= 3.35 IN Right End Reactions(Support D): • Live Load: LL-Rxn-D= 1223 LB Dead Load: DL-Rxn-D= 196 . LLB Total Load: . TL-Rxn-D= 1419 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-D-min= -6 LB Bearing Length Required (Beam only, support capacity not checked): BL-D= 1.25 IN .Dead Load Uplift F.S.: FS= 1.5• I Beam Data: j Left Span Length: L1= 5.33 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 5.33 FT Center Span Length: L2= 5.33 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lug-Bottom= 5.33 FT Right Span Length: L3= 5.33 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 5.33 FT . Live Load Duration Factor: . Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: L/ 240 Left Span Loading: Uniform Load: •Live Load: wL-1= 150 PLF Dead Load: wD-1= 75 PLF • Beam Self Weight: ' , BSW= 7 PLF Total Load: .. wT-1= 232 PLF " Trapezoidal Load 1 • Left Live Load: TRL-Left-1-1= 360 PLF Left Dead Load: TRD-Left-1-1= 10 PLF Right Live Load: TRL-Right-1-1= 360 PLF Right Dead Load: TRD-Right-1-1= 10 PLF Load Start: A-1-1= 0.0 FT Load End: B-1-1= 5.33 FT Load Length: C-1-1= 5.33 FT Center-Span Loading: Uniform Load: -.. Live Load: wL-2= 150 PLF Dead Load: " wD-2= 75 PLF Beam Self Weight: BSW= 7 PLF Total Load: wT-2= 232 PLF Trapezoidal Load 1 Left Live Load: • TRL-Left-1-2= 360 PLF Left Dead Load: TRD-Left-1-2= 10 PLF Right Live Load: TRL-Right-1-2= 360 PLF Right Dead Load: TRD-Right-1-2= 10 PLF • Load Start: - A-1-2= 0.0. FT . • Multi-Loaded Beam[97 Uniform Building Code(91.NDS)]Ver: 6.00.5 By:Jay Malaspino , CAD Designs on:01-13-2004 • Project:CULLINAN-Location:screened porch.girder'', Summary: • (2 ) 1.5 IN x 9.25 IN x 15.99 FT(5.3 +5.3 +5.3)/#2-Southern Pine:Wet Use 7 • Section Adequate By: 6.2% Controlling Factor:Area/Depth Required 8.71 In LOADING DIAGRAM • �I1 �R1 �R1 W W W- • A B C •D Left Span =5.33 ft \ Center Span = 5.33 ft • Right Span =5.33 ft Reactions Live Load Dead Load Total Load Uplift Load A 1223 Lb 196 Lb 1419 Lb -6 Lb B 3262 Lb 538 Lb 3800 Lb 0 Lb • C 3262 Lb 538 Lb 3800 Lb 0 Lb 1223 Lb 196 Lb 1419 Lb -6 Lb Left Span Uniform Loading Live Load Dead Load Self Weight Total Load • W 150 Plf 75 Plf 7 Plf 232 Plf • Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 360 Plf 10 Plf 360 Plf 10 Plf 0 Ft • 5.3 Ft • Center Span • Uniform Loading Live Load Dead Load Self.Weight Total Load 150 Plf 75 Plf 7 Plf 232 Plf • Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End • TR1 360 Plf 10 Plf 360 Plf 10 Plf 0 Ft 5.3 Ft Right Span Uniform Loading • Live Load Dead Load Self Weight Total Load W 150 Plf 75 Plf • 7 Plf 232 Plf • • Trapezoidal Loading • . • Left LL Left DL Right LL Right DL Load Start Load End TR1 360 Plf 10 Plf 360 Plf 10 Plf 0 Ft 5.3 Ft • • Page:2 Multi-Loaded Beamf 97 Uniform Building Code(91 NDS)1 Ver:6.00.5 By: Jay Malaspino , CAD Designs on:01-13-2004 : 11:34:40 AM Project: CULLINAN-Location:screened porch girder • Load End: B-1-2= 5.33 FT Load Length: C-1-2= 5.33 FT Right Span Loading: • Uniform Load: Live Load: wL-3= 150 PLF Dead Load: • wD-3= 75 PLF Beam Self Weight: BSW= 7 PLF Total Load: wT-3= 232 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-3= 360 PLF Left Dead Load: TRD-Left-1-3= 10 PLF Right Live Load: TRL-Riqht-1-3= - 360 PLF ° Right Dead Load: TRD-Right-1-3= 10 PLF Load Start: A-1-3= 0.0 FT Load End: B-1-3= 5.33 FT Load Length: C-1-3= 5.33 FT Properties For:#2-Southern Pine Bending Stress: Fb= 1050 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1035 PSI Adjustment Factors: Cd=1.00 C1=0.99 Cf=1.00 Fv': Fv'= 87 PSI Adjustment Factors: Cd=1.00 Cm=0.97 E': E'= 1440000 PSI Adjustment Factors: Cm=0.90 ° Fc'_perp: Fc'_perp= 379 PSI Adjustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= -1951 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= 1521 LB At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 22.62 N3 S= 42.78 N3 Area(Shear): Areq= 26.13 N2 A= 27.75 N2 Moment of Inertia (Deflection): Ireq= 27.56 N4 1= 197.86 N4 TM BC CALC®2002 DESIGN REPORT - US Sunday,November 09,2003 19:18 File Double 1 3/4" x 9 1/2" VERSA-LAM®2900 SP Name - Reef cullinan.BCC:FB01 Job Name Description - 5068_headeT t IN/,dining_room" Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 Standard Load-40 PSF 110 PSF ,Tributary 15-00-00 intoommeignmemmomingaggadmingkumwasiwinnipa,a1eiaamliiiiaieMERiin5Jii,3i8,],z76,-, q0.:,..Frv- r,, BO B1 3075 lbs LL 3075 lbs LL 817 lbs DL 817 Ibs DL Total Horizontal Length-10-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 10-03-00 40 PSF 10 PSF 15-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 9972 ft-lbs 76.4% c 100% 2 1 -Internal End Shear 3291 lbs 51.2% (g 100% 2 1 -Left Slope 0/12 Total Deflection U326(0.377") 73.6% 2 1 Tributary 15-00-00 Live Deflection U412(0.298") 87.2% 2 1 Repetitive n/a Max.Defl. 0.377"(Limit:1") 37.7% 2 1 Construction Type n/a Span/Depth 12.9 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+12 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALL®,BC FRAMER®, BCI®, BC RIM BOARDT"",BC OSB RIM BOARDTm,BOISE GLULAMT"', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT", VERSA-STUD®,ALLJOIST®and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ 1101SE BC CALC®2002 DESIGN REPORT - US Sunday,November 09,"2p03 20:27 File Double 1 3/4" x 14" VERSA-LAM 2900 SP Name - Reef cullinan.BCC:RB01 Job Name - Description -.frontporch beam:. Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 o 12 Standard Load-25 PSF 115 PSF Tributary 06-00-00 4 B0^ B1 1500 Ibs LL 1500 Ibs LL 1038 Ibs DL 1038 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 12689 ft-lbs 40.6% @ 115% 2 1 -Internal End Shear 2242 lbs 20.6% t 115% 2 1 -Left Slope 0/12 Total Deflection U420(0.571") 42.8% 2 1 Tributary 06-00-00 Live Deflection L/711 (0.337") 33.7% 2 1 Repetitive n/a Max.Defl. 0.571"(Limit:1.5") 38.1% 2 1 Construction Type n/a Span/Depth 17.1 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(L240)Live load deflection criteria. Design meets arbitrary(1.5")Maximum load deflection criteria. Disclosure Minimum bearing length for E30 is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARDTh,BC OSB RIM BOARDTM',BOISE GLULAMM, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD®,ALLJOIST®and AJSTM'are registered trademarks of Boise Cascade Corporation. Page 1 of 2 BOW" BC CALCQ 2002 DESIGN REPORT- US Monday,November 10,200311:16 File Double 1 3/4" x 9 1/2" VERSA-LAM®2900 SP Name - Reef cullinan.BCC:FB02 Job Name - Description -Cush-ceiling beam-over.m bath-tub-A, Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 >< •I • -I + I •I • t •Standard L d• -40 PSF 110 PS Tributary 3,1 n 1 1 I �' I �' I 4' 4' I rEagg1:- P M iE BO B1 2454 lbs LL 2454 lbs LL 1155 Ibs DL 1155 lbs DL Total Horizontal Length-08-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 08-06-00 40 PSF 10 PSF 06-00-00 100 Member Type: - Floor Beam 1 roof load Unf.Area Load Left 00-00-00 08-06-00 25 PSF 15 PSF 13-06-00 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 7671 ft-lbs 51.1% @ 115% 3 1-Internal Slope 0/12 End Shear 2937 lbs 39.7% 115% 3 1 -Left Tributary 06-00-00 Total Deflection U511 (0.199') 46.9% 3 1 Repetitive n/a Live Deflection L/752(0.136") 47.9% 3 1 Construction Type n/a Max.Deft. 0.199"(Limit:1") 19.9% 3 1 Span/Depth 10.7 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum beating length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALL®,BC FRAMER®, BCI®, BC RIM BOARDTm,BC OSB RIM BOARD TM,BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTT, VERSA-STUD®,ALLJOIST®and AJST""are registered trademarks of Boise Cascade Corporation. Page 1 of 2 Roof Beamf 99 BOCA National Building Code(97 NDS)1 Ver.6.00.2 By:Jay Malaspino, CAD Designs on: 11-09-2003:6:59:09 PM Project: Cullinan-Location:true valley rafter Summary: (2) 1.75 IN x 11.875 IN x 21.6 FT (Actual 24.7 FT) /Versa-Lam 2900 Fb SP- Boise Cascade Section Adequate By:5.3% Controlling Factor. Moment of Inertia/Depth Required 11.67 In Laminations are to be fully connected to provide uniform transfer of loads to all members Span Deflections: Dead Load: DLD-Center= 0.87 IN Live Load: LLD-Center= 0.70 IN= U425 Total Load: TLD-Center- 1.56 IN=U190 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1527 LB Dead Load: DL-Rxn-A= 1847 LB Total Load: TL-Rxn-A= 3374 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.13 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 764 LB Dead Load: DL-Rxn-B= 1004 LB Total Load: TL-Rxn-B= 1767 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.59 IN Beam Data: Span: L= 21.6 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 12.0 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Non-Snow Live Load: Roof Loaded Area: RLA= 108.0 SF Roof Loading: Roof Live Load-Side One: LL1= 20.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Rafter Length(HipNalley)-Side One: RL1= 18.0 FT Tributary Width Based on half span of rafters. Roof Live Load-Side Two: LL2= 20.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Rafter Length(HipNalley)-Side Two: RL2= 12.0 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 15 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 24.71 FT Beam Triangular Live Load Adjusted for Slope: TRL= 212 PLF Beam Triangular Dead Load Adjusted for Slope: TRD= 205 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 13 PLF Properties For.Versa-Lam 2900 Fb SP-Boise Cascade Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3629 PSI Adjustment Factors: Cd=1.25 Cf=1.00 Fv': Fv'= 363 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 14205 FT-LB 10.8 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2608. LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 46.97 N3 S= 82.26 N3 Area (Shear): Areq= 10.79 N2 A= 41.56 N2 Moment of Inertia(Deflection): lreq= 463.71 N4 I= 488.41 N4 Roof Beam[99 BOCA National Building Code(97 NDS)]Ver:6.00.2 By:JayMalas ino CAD Designs on: 11-09-2003 Y P � 9 Project: Cullinan- Location: true valley rafter Summary: (2) 1.75 IN x 11.875 IN x 21.6 FT (Actual 24.7 FT) /Versa-Lam 2900 Fb SP-Boise Cascade Section Adequate By: 5.3% Controlling Factor: Moment of Inertia/Depth Required 11.67 In LOADING DIAGRAM TR1 • A r Span =21.6 ft(24.71 ft) Reactions Live Load Dead Load Total Load. Uplift Load A 1527 Lb 1847 Lb 3374 Lb 1231 Lb B 764 Lb 1004 Lb 1767 Lb 669 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 0 Plf 13 Plf 13 PIf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 212 Plf 205 PIf 0 Plf 0 PIf 0 Ft 24.7 Ft Multi-Loaded Beam[97 Uniform Building Code(91 NDS)j Ver.6.00.2 By:Jay Malaspino,CAD Designs on: 11-09-2003 Project: CULLINAN-Location: rear deck main girder Summary: (3) 1.5 IN x 9.25 IN x 17.25 FT(5.8+5.8+5.8)/#2-Southern Pine rpryUse Section Adequate By:23.6% Controlling Factor.Area/Depth Required 7.49"In LOADING DIAGRAM W w W A B C D Left Span =5.75 ft Center Span =5.75 ft Right Span =5.75 ft Reactions Live Load Dead Load Total Load Uplift Load A 1589 Lb 258 Lb 1847 Lb -5 Lb B 4237 Lb 709 Lb 4946 Lb 120 Lb C 4237 Lb 709 Lb 4946 Lb 120 Lb D 1589 Lb 258 Lb 1847 Lb -5 Lb Left Span Uniform Loading Live Load Dead Load Self Weight Total Load W 614 PIf 102 PIf 10 PIf 726 Plf Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 614 PIf 102 PIf 10 Plf 726 PIf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 614 PIf 102 PIf 10 PIf 726 PIf Uniformly Loaded Floor Beamf AISC 9th Ed ASD 1 Ver:6.00.2 By:Jay Malaspino, CAD Designs on: 11-09-2003:2:03:02 PM Project: Cullinan- Location ggarage beam;, Summary: A992-50 W12x35 x 24.0 FT Section Adequate By:84.6% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.43 IN= U664 Total Load: TLD= 0.57 IN= U502 Reactions(Each End): Live Load: LL-Rxn= 5760 LB Dead Load: DL-Rxn= 1860 LB Total Load: TL-Rxn= 7620 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 24.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load: wD= 155 PLF Total Maximum Load: wT= 635 PLF Properties for. W12x35/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.50 N Web Thickness: tw= 0.30 N Flange Width: bf= 6.56 N Flange Thickness: tf= 0.52 N Distance to Web Toe of Fillet: k= 0.82 N Moment of Inertia About X-X Axis: Ix= 285.00 N4 Section Modulus About X-X Axis: Sx= 45.60 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.74 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.31 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 41.67 Allowable -Web Buckling Ratio: AWBR- 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc= 5.88 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 38.2 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 45720 FT-LB Nominal Moment Strength: Mr= 125400 FT-LB Controlling Shear. V= 7620 LB Nominal Shear Strength: Vr= 75000 LB Moment of Inertia(Deflection): Ireq= 154.42 IN4 I= 285.00 IN4 Uniformly Loaded Floor Beam(AISC 9th Ed ASD]Ver:6.00.2 By:Jay Malaspino,CAD Designs on: 11-09-2003 Project:Cullinan- Location:garage beam Summary: A992-50 W12x35 x 24.0 FT Section Adequate By: 84.6% Controlling Factor: Moment of Inertia LOADING DIAGRAM W • A I Span =24ft Reactions Live Load Dead Load Total Load Uplift Load A 5760 Lb 1860 Lb 7620 Lb 1240 Lb B 5760 Lb 1860 Lb 7620 Lb 1240 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 PIf 120 Plf 35 PIf 635 Plf itii � v cC I64 l MF: RID.r�.N TYAY .2 33 ,________-_______-_,:_______ „,,,,,*,,,,,,A.,,g7,0 t, a- ' .-- __ _ Pr,. DTI py 4. 1 ` m- �a� � r u,, ,w /i�1I��-, _`/ .:- ' u „:'.. : . . t ' fir.' -., .. l ,0: V-ke, 7 - „, . r/ / * tb ...•111-144,4--,45„tiWT.4*;,,e51,.&,, NV • / .Yj F t 1 1 N M CZtv ed cAsPha--(4-6n 12X J { �'+ 1-Dec 4- r?afflr-5Cce)ch 4 pS Products page / /�'o/I0/L7/X, Page 1 of 1 Rub-R-Wall Plus® Rub-R-Wall Plus® is a 100% rubber polymer waterproofing product. • LIMTED LIFETIME WARRANTY Rub-R-Wall Plus® carries a lifetime warranty on new residential foundations. Rub-R-Wall Plus® , ... .�;�..• . {,:;��,��:r< < : .. �� ><;; also carries a limited ten year warrany in commercial applications. • CERTIFIED APPLICATIONS 4 Y � Rub-R-Wall Plus®is applied only by certified applicators to assure the highest quality ` �\\ installation ++. • DURABILTY ; Independent laboratory tests show a projected life '::. � expectancy of more than 100 years, even when :::: constantly exposed to water. • COMMERCIAL APPLICATIONS v <a 4 Rub-R-Wall Plus®has been specified and used by architects for jobs ranging from tunnels to White Tiger habitats. • TOUGHNESS The rubber polymer of Rub-R-Wall Plus® • provides a tough membrane designed to resist backfill and settlement damage, even from "gravel shooters". Rub-R-Wall Plus®UV resistance for up to 60 days of exposure to sun before backfilling. • ELASTICITY Rub-R-Wall Plus®is incrediblyelastic (Over ub 1800% elongation)to bridge shrinkable cracks. :: ,, .. >.,:, ADHESION R -R- 11 Plus®isformulated to adhe e •K+ ub Wa ;::•..{. • tenaciously to cementitious surfaces. / {.•':• K� 54: :::{'.,:,.'.i?>::+ ~ `�, ; +.' • COST EFFECTIVENESS The Rub-R-Wall Plus® system provides the most cost-effective protection of any high-performance waterproofing solution. ,{max:::>:.:;<::::;:.� ,.w:`.•::�w� ,�'\��w,:::;:..:::.:: {{.;:. . RUB-R-WALL® PROVEN SYSTEM �,,:;<:.>, � x•':: :,:::;;.< ;:{{{{{.; ;:;:::;{:;::{::;::;;:::;::>:;::;::;::;<:;>:::;:_;::;::;::;;: Rub-R-Wall® has been installed on thousands of :'+.Wi?i±:.i:'.;.:.:::?.\ y � .t.viii:;•.�?:\`v4>.i{4:iri\rii>.+.iv?v:�ii}'r}i}:ii`i:Cii::ii::'j::::�.::;:�: +\+•{j{,Y?:{:j:i: - .�' \., iii',� .'w1::•i: :{}i}:S,:4:iii::i riiiiiiiriii':iJO�t ,,<;:<>. :�>;;;:.a..• ;:�k::::«:.:<:;:;:• »::�.{:::.::.;::;{:::::><:.;:{<{.�;;; :;:.,�.:?::. residential and commercial jobs since 1989. The N : art...( 4 i. Result? Unsurpassed performance. . .. °.::.: • RADON BARRIER Rub-R-Wall Plus®effectively seals penetrations of all types, and bridges foundation shrinkage cracks effectively to limit Radon penetration through coated areas. • ENVIRONMENTALLY SAFE Rub-R-Wall Plus®is environmentally safe and will not leech off the wall into the ground water. • http://www.gljsrinc.com/products.htm 6/17/2004 • Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\Cullinan.rck CITY:Dennis STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 11/10/03 DATE OF PLANS: 11/10/03 PROJECT DESCRIPTION: Cullinan Residence 33 Meridian Way Barnstable,Ma. DESIGNER/CONTRACTOR: Reef Realty Ltd. Dennis,Ma. (508)394-3090 PROJECT NOTES: Prepared by CAD Designs (508)398-4144 COMPLIANCE:Passes Maximum UA=707 Your Home UA=690 2.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2018 38.0 0.0 61 Ceiling 2:Flat Ceiling or Scissor Truss 913 30.0 0.0 31 Skylight:FS 308:Wood Frame,Double Pane with Low-E 23 0.370 8 Wall 1:Wood Frame, 16"o.c. 3479 13.0 0.0 227 Window: TR 2416: Vinyl Frame,Double Pane with Low-E 18 0.330 6 Window:2432: Vinyl Frame,Double Pane with Low-E 9 0.340 3 Window: 24310:Vinyl Frame,Double Pane with Low-E 20 0.340 7 Window: 2446: Vinyl Frame,Double Pane with Low-E 202 0.340 69 Window: 2852: Vinyl Frame,Double Pane with Low-E 92 0.340 31 Window: C 24: Vinyl Frame,Double Pane with Low-E 16 0.340 5 Window: AFFW 603: Vinyl Frame,Double Pane with Low-E 18 0.310 6 Window: C 335: Vinyl Frame,Double Pane with Low-E 20 0.340 7 Window: C 34: Vinyl Frame,Double Pane with Low-E 24 0.340 8 Window: 2442: Vmyl Frame,Double Pane with Low-E 44 0.340 15 Door: 2868: Solid 58 0.350 20 Door:PS 6: Glass 160 0.310 50 Door: 3068 W/SIDELITES: Solid 34 0.350 12 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 416 30.0 0.0 14 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 2339 19.0 0.0 110 Furnace 1:Forced Hot Air, 85 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 Massachusetts Energy Code requirements in RES check Version 3.5 Release le (formerly MEC checl0 and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for thi •i ding, - d the cool' :•a if appr.,riate,has been determined using the applicable Standard Design Conditions found-a e Code. ►' e HV1}C - pmen' select;i to heat or cool the building shall be no greater than 125%of the design load as s p- ified in Se v ions 78 1 C• 1' 1310 - d J4.,. Builder if/ 4, Date /�j (✓ REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE: 11/10/03 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window:TR 2416:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window: 2432: Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window:24310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window:2446:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window:2852: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal break?[ ]Yes[ ]No Comments: [ ] 6. Window:C 24: Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window: AFFW 603: Vinyl Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Window: C 335: Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 9. Window: C 34:Vinyl Frame,Double Pane with tow-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 10. Window: 2442: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Skylights: [ ] 1. Skylight:FS 308:Wood Frame,Double Pane with Low-E,U-factor: 0.370 For skylights without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door: 2868: Solid,U-factor: 0.350 Comments: [ ] 2. Door:PS 6: Glass,U-factor: 0.310 Comments: [ ] 3. Door:3068 W/SIDELrl'ES: Solid,U-factor: 0.350 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 85 AFUE or higher Make and Model Number Air Leakage: [ ] 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. 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: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] 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 provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. ' • Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes.. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Charles J.Ardito, P.C. Thomas P.Carpenter Edward J Sweeney,Jr. Kelly S.Jason • Herbert F. Lach,Jr. Michael B.Stusse Donna M. Robertson Richard P.Morse,Jr. Matthew J. Dupuy Betsy Newell Charles M.Sabatt January 5, 2004 Tom Perry, Building Commissioner Barnstable Town Offices Building Dept. 367 Main Street Hyannis, MA 02601 RE: 33 Meridian Way Barnstable, MA Being Lots 87 and 89 Shown on Land Court Plan 17933A, Sheet 2, Also, being parcel 009/Assessors Map 319 Dear Mr. Perry I have performed title research on the above-referenced lots and on their abutting lots being lots 85, 86 88, 90 and 91 shown on Land Court Plan 17933A, Sheet 2 . I am attaching a copy of the Land Court Plan in question. I am also attaching a copy of the deed of locus into the present owners, Keith T. Cullinan and Joanne M. Cullinan. I am also attaching copies of the present deeds of the abutting lots into their present owners . Lot 191, Plan 17933G is Lot 86 plus a portion of Lot 88 . Lot 176, Plan 17933-B is the remainder of Lot 88 . Locus was a buildable lot on February 28, 1985, when the Town of Barnstable increased the minimum lot size in the RB Zoning District from ten thousand (10, 000) square feet to one (1) acre. Locus has remained in separate ownership from any adjoining lots since at least February 28, 1985 . The following is a history of all of the lots in question: 1 . Locus, being lots 87 and 89, Land Court Plan 17933A was owned by Luigi Napoleone on March 25, 1955. Luigi Napoleone deeds lots 87 and 89 to Joseph and Theresa Napoleone on June 22, 1994 . Joseph Tom Perry, Building Commissioner January 5, 2004 Page 2 of 2 Napoleone dies August 9, 1996 with his remaining interest being vested in Theresa Napoleone. Theresa Napoleone deeds locus to Keith A. and Joanne Cullinan, present owners, by deed dated May 22, 2002 . 2 . Lot 85, Plan 17933A was owned by Joseph and Helen Wright on December 18, 1970 . Lot 85 is deeded to the present owner, Glenn A. Wright, on October 7, 1991 with a Life Estate reserved by Joseph A. Wright and Helen J. Wright. 3. Lot 91, Plan 17933A was owned by Evelyn and Galiano Melchiorri on August 6, 1963 . They deeded the property to the Melchiorri Family Nominee Trust on June 18, 2003 . Lot 91 was deeded to the present owners Evelyn and Wayne Bassett on November 3, 2003 . 4 . Lot 88 is subdivided in 1951 into Lots 175 and 176, Land Court Plan 17933D, see plan enclosed. 5. Lot 176 Land Court Plan 17933D (being a portion of Lot 88 Land Court Plan 17933A) and Lot 90 were owned by Robert and Pauline Coutter on July 26, 1987 . These lots were sold to August and Ellen M. Gruhn on July 17, 1987 . These lots were sold to the present owner Martha E. Gruhn on May 18, 1998 . 6. Lot 86, Land Court Plan 17933A and the remaining portion of Lot 88 shown on the same plan merge and become Lot 191 Land Court Plan 17933G, said plan being dated April, 1969. This property was deeded into William and Leslie Manferdonia on December 19, 1974 and they continue to be the present owners . I believe that this will be all the information you require. Please call me otherwise. Thank you for your anticipated cooperation. Very truly yours, Richard P. Mo , Jr. Attorney at Law RPM/cmh Enclosures Doc:872,779 05-23-2002 11004 Ctf*:165333 BARNSTABLE LAND COURT REI tY MASSACHUSETTS QUITCLAIM DEED I,THERESA J.NAPOLEONE,a.k.a THERESA J.NAPOLEON,surviving joint tenant of Natick,Middlesex County,Massachusetts for consideration paid in the amount of Two Hundred Fifty-one Thousand Dollars- ($251,000.00) grant to Keith T.Cullinan and Joanne M.Cullinan,husband and wife,as tenants by the entirety,of 12 Monitor Hill Road,Newtown,Connecticut 06470 with QUITCLAIM COVENANTS of that certain parcel of land situated in Barnstable(Village)in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: EASTERLY by a Way,one hundred fifty(150)feet; SOUTHERLY by Lot 91,ninety-two and 78/100(92.78)feet; WESTERLY by a portion of Lot 90,Lot 88 and a portion of Lot 86,one hundred fifty and 87/100(150.87)feet; o NORTHERLY by lot 85,seventy-six and 61/100(76.61)feet. All of the said boundaries are determined by the Court to be located as shown on plan 17933-A(Sheet 2)dated August 1939,drawn by Whitney&Bassett,Engineers,as motified and approved by the Court,and filed in the Land Registration Office in Boston, a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land ttl Registration Book 54 Page 54 with Certificate of Title No.8594 and said land is shown 3 z thereon as LOTS 87 and 89. - av ;4 a So much of the land herein registered as is included within the limits of the Way 0.1 shown on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. c0 There is appurtenant to said land the right to use the private ways and road shown CO o on said plan and the right to use the bathing beach in common with others entitled 0D x thereto. ON Said land is subject to rights as set forth in a Stipulation between the petitioner in this case and Edgar R.Bigelow et al filed with the papers in this case on May 5,1942 and being Document No:19,185. y++ There is reserved to-Barnstable Bay Inc.the right to install and maintain all public CO CO utilities in, over and upon the Ways shown on said plan including the right to grant bQJ easements to public service corporations for the installation and maintenance of such .o public utilities. 4a ►,d Both of the above described lots are subject to the rights of the County of o Barnstable to set meridian stones as set forth in deed of Loring Crocker to the County of No Barnstable recorded in Book 106 Page 80. dd xx N H For my title see Certificate of Title No 134258 to Joseph Napoleon and Theresa J.Napoleone dated June 22, 1994 as document no. 618,305. Joseph Napoleone, aka Joseph Napoleon,died August 9, 1996, see death certificate recorded herewith and M- 792 recorded as document no.701,737 dated August 12,1997. � [�-170-1 a S� KS Z o iv "� a 4a CO qC� L� o � � G 3)N+,o OL'A can "' N pNm NN•N X� N N m Co vGA0omm -:1 %! � y^ t 7-35 ty r _\ .djN (___i_-?. r, WITNESS my hand and seal this 22nd dayof Ma 2002. •T THERESA J.NAPOLEO COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. May 22,2002 , •• Then personally appeared the above-named THERESA J. NAPOLEON and �. acknowledged her signature on the foregoing instrument to be her free and voluntaty a . before me. C^/ '" Elaine C. Alexia ''• ,34otary Y c My Commission eycpu 4 Dec. 11; 2b03" 1 p4MCNut$ITTo ourtCLAim ono INDIVIDUAL Moose•5N)M7 i m f We, Joseph A. Wright and Helen J. Wright, husband and wife, of 45 Meridian Way, Barnstable, Barnstable Canty,Massathasetts • • laird hennaed,for cos idmtias paid and in full aonside atian of St.00 receipt of which is hereby acknowledged, , .pant to Glenn A. Wright • of 448 Hingham $.treet, Rockland, Plymouth County, MA, with quitclaim csetaan s QD.I.c ipaao od e>n>mbe+na i+%) 1 A certain parcel of land in Barnstable (Village), Barnstable County, • •+ Massachusetts, bounded and described as follows: e EASTERLY by Meridain Way, so-called, for a distance of sixty-seven Et and 79/100 (67.79) feet: SOUTHERLY b• y Lot 87 as shown on hereinafter mentioned plan for s a distance of seventy-six and 61/100 (76.61) feet; 5 WESTERLY by Lot 84 as shown on hereinafter mentioned plan for a o'o distance of eighty-two and 48/100 (82.48) feet; and V,. k' NORTHERLY by Lot 83 as shown on hereinafter mentioned plan for r s a distance of sixty-nine and 25/100 (69 25) feet. - - The above described parcel is sho as LOT 85 o said plan and all of o w said boundaries are determined by e Court to located as shown on 9 rd plan 17933-A (Sheets 1 and 2) dat ugust - 1 9 drawn by Whitney i cis Bassett, Engineers, as modified and ap y the Court, and filed in the Land Registration Office at Boston, a copy of a portion of which is filed in Land Registration Book 54 Page 54 with Certificate of Title No. 8594. For our title see Land court Certificate No. 61204. There is appurtenant to said lot the right to use the private ways shown on said plan and the right to use the bathing beach in common with others entitled thereto. So much of said lot as is included within the limits of the Ways shown on said plan is subject to the rights of all persons lawfully entitled i`9 thereto in and over the same. m • The above described lot is subject to rights as set forth in a stipulation filed with the papers in this case on May 5, 1942 and being _document No. 19,185 insofar as the same are now in force and applicable. .• of B Said Lot is also subject to the rights of the County arnstable to a erect meridian stones as set forth in a deed given by Loring Crocker to said County of Barnstable dated April 11, 1871 duly recorded in Book 106 Page 80 insofar as the same are now in force and applicable. All of the land described in this Certificate is subject to the building ;, _ . and zoning laws of the Town of Barnstable insofar as the same are In force and applicable. -1 All of the above described land is also subject to the reservation set j forth in Document No. 54,830 Barnstable Registry District • The grantors, Joseph A. Wright and Helen J. Wright, reserves to themselves the right to occupy, rent, lease, or improve the granted premises during their life. No revenue stamps being required by law, none are hereto affixed. . ' tatk,sae C C.wlt jr ltk Na.LQ0)}. 1,1 (•rdi ideal—)oiotTama—TmwaiiCammoo.) i L. , — — 1 • . . • • •• • t ; •.t QUr a and seal s.this 74 ............day of October ,1991 /// • • 41Q4 ? 3 .tzelw —' Hem 1 7�]1t: °dfr • • • "'!' Sonsostotaltli sAuisaditusetto • • PLIMOUffia as. October 7. 1.9 91 • Then personally appeared the above named Joseph A. Wright and Helen J. Wright- • • sad achoowledgad the forgoing hutment to be their ( fccc a .i. .r.••.. 'f ,7 J / to • we ,11%� *am a .A • My unmake eWus...w•gretwasr•wirlegre.15"' • • • • Chant.*163 SEC.6 AS AMENDED HY CHAPTER asi OF 069 lSaay deed pmssatd he mewl'ball memie we lea seemed spa it the WI aura ttuideoce and pow Dice eddies d di p.met ads aerial of the steam of the lull mmidennw thaws(a dollen a the awe of the other csesedetaties*velar.it m ddiawd log a specific masem4 ae=Till lull coos:deeaiaa shell mom the awl pea lot the aaaywee without dedatien fa say lies or ecambaems assumed by the paoae or,mmsm*a tame. All nab edusemma sad eecieh shill be tecoeded as put of the dal • • he'l.0 a sumps with this st'<tama shsa tmt affect the validity d soy dad. Na vgeae of dam ihia accept a deed doe teacdia Was • - it is s atmplite with the tegsi ,s sf this mceied .. } Doc:947,318 11-03-2003 11:00 Ctf41:171101 BARNSTABLE LAND COURT RE61STRY REGISTERED LAND DEED I,GALIANO L. MELCHIORRI,Trustee of the Melchiorri Family Nominee Trust u/d/t dated June 18,2003 and registered at the Barnstable County District of the Land Court as Certificate No. 169872,Document No.930,616, of 60 Pleasant Street,Natick, MA 01760 for consideration paid,and in full consideration of Three Hundred and Fifty Thousand ($350,000)Dollars, Q grant to WAYNE D.BASSETT and EVELYN G.BASSETT,husband and wife, of Barnstable,Massachusetts as tenants by the entirety,2y/ 5cond. u3 . with quitclaim covenants ,`°t�Qs1n a' 3 that certain parcel of land situate in Barnstable(Village)in the County of Barnstable and aCommonwealth of Massachusetts,bounded and described as follows: I _ Easterly by a Way,seventy-five(75)feet; N : Southerly by Lot 93,one hundred and 86/100(100.86)feet; a / Westerly by Lot 92 and by a portion of Lot 90,seventy-five and 44/100 (75.44)feet;and 0 a Northerly by Lot 89,ninety-two and 78/100(92.78)feet. All of said boundariesare determined_b_y_the_Court to_be_located-as_sho-wn-on-plan--17-933- A(Sheet 2)dated August 1939 drawn by Whitney&Bassett,Engineers,as modified and approved by the Court and filed in the Land Registration Office at Boston,a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land Registration e1c.5Page 54 with Certificate of Title No. 8594 and said land is shown thereon as LBe OT 91. So much of the land herein registered as is included within the limits of the Way shown on-said-plan-is-subject-to--the-rights-of all-persons-lawfully entitled-thereto-in and-over the same. There is appurtenant to said land the right to use the private ways and road shown on said plan and the right to use the bathing beach in common with others entitled thereto. Said land is subject to rights as set forth in Certificate No. 30963,Document No. 82,748 at Book 240,Page 93,and the rights of the County of Barnstable to set meridian stones as r. t set forth in deed of Loring Crocker to the County of Barnstable recorded in Book 106, Page 80. There is reserved to Barnstable Bay,Inc.the right to install and maintain all public utilities in,over and upon the Ways shown on said plan including the right to grant easements to public service corporations for the installation and maintenance of such public utilities. I,Galiano L. Melchiorri,hereby certify that I am the sole Trustee of the Melchiorri Family Nominee Trust dated June 18,2003,that said Trust has not been amended or revoked as of this date,and that I have been duly authorized by 100%of the beneficiaries of said Trust to execute and deliver this deed. All of the beneficiaries are of full age. All of the beneficiaries are competent and consent to this conveyance for Three Hundred and Fifty Thousand($350,000)Dollars. Being the same premises conveyed to me by deed dated June 18,2003 and registered at the Barnstable County District of the Land Court as Certificate No. 169872,Document No.930,617. Witness my hand and seal this 3-o day of is,1 - ,2003. Galiano L.Melchioirri,Trustee The Commonwealth of Massachusetts Middlesex ss. Date: 1113103 Then personally appeared the above named Galiano L.Melchiorri and acknowledged the foregoing instrument to be his free act and deed before me M o -� -9 1 .0 L� (/�C s CA A- .1a1L ; a 3 a "G '' �3 „ Notary blic MEL$S R, Vt crop- F- , My co omission expires Iz 3ilog- .- o -4 -4 -4 c " = � � r"4R1 1 mC) N co .• 3 X u1 K 1 ��' �j (ea rCe' Q • m m o th BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST BARNSTABLE REGISTRY • • • la AVOW —- t - r.• -__ - • • • .azyw . au�?t b/zoy E . . I -ys • • • . A m • r el i. rr % W a: I, S 4 7 O E R. o a i i J • • • • r ....."71. . . .. . ' • -...... ... • • • • BARTABLE T Y REGISTRYNS OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER 017, /7?.; . 00C'727,194 05-21-98 04100 " • CTF11148623 BRRNSTABLE LRNO COURT REGISTRY ‘&1A isP60`4 WAkciAAGtokA v WE, AUGUST W. GRUHN add ELLEN M. GRUHN, husband and wife as tenants by the entirety, of Medfield, Norfolk County, Massachusetts, for consideration paid, and in full consideration of ONE HUNDRED THIRTY-FOUR THOUSAND 04 (8134,000.00) DOLLARS g grant to MARTHA E. GRUHN, individually. of 34 Second Way, Barnstable, Barnstable County, Massachusetts, with quitclaim covenants The land with the buildings thereon,known and numbered as 34 Second Way,Barnstable,Barnstable County, Massachusetts,bounded and described as follows: to Northwesterly by a Way, Fifty-four(54) feet; BEEN.REG23 BAlkiNSTABLE o Northeasterly by Lot 88,Ninety and 52/100(90.52)feet; o os o DIST Southeasterly by Lot 89 and 91,Fifty-four and 27/100(54.27)feet;and Southwesterly by Lot 92,Ninety-five and 91/100(95.91)feet. 1" • TAN 458.28 Said land is sho�s Lot 90-on-�a�plan hereinafter mentioned. TO 458.28 CH lin 458.28 Westerly by a Way,Fifty-one (51) feet; CH;•• 0.00 Northerly by Lot 90,Ninety-five and 91/100(95.91)feet; rT�.v #1T11 Easterly by a portion of Lots 91 and 93,Fifty-one and 26/100(51.26)feet;and 06.*1.10 18:32 Southerly by Lot 94;One Hundred one(101)feet. Said land is shown on Lot 92 on said plan. All of said boundaries are determined by the Court to be located as shown on Plan 17933-A(Sheet 2), dated-Augusts 1939,,drawn by Whitney&-Bassett -En Engineers,as modified-and-a- � pproved-by-the Court;and filed-- in the Land Registration Office at Boston,a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land Registration Book 54 at Page 54, with Certificate of Title No. 8594 and said land is shown thereon as Jots 90 and 92. Westerly by a Way, Fifty (50) feet; Northerly by Lot 175,Eighty-Five and 53/100(85.53) feet; -- Easterly-- by-a-portion.of-Lots 87•and-89,-Fifty and_.25/_100_(50.25)_feet;-and- Southerly by Lot 90,Ninety and 52/100(90.52)feet. All of said boundaries are determined by the Court to be located as shown on subdivision Plan 17933-B dated August 1951, drawn by Schofield Bros., Civil Engineers, and filed in the Land Registration Office at Boston,a copy of which is filed in the Barnstable County Registry of D Registration Book 95 at Page 56 with Certificate of Title No. 13561 and said land is shown there as Lot 176. So much of all of the above described lots as is included within the limits of the Ways shown on Plan 17933-A is subject to the rights of all persons lawfully entitled thereto in an over the same. g10 Y q2 17 9 3 3 (s-4. /7k II 71 3 3 - ri> There is appurtenant to said lots the right to use the private ways shown on Plan 17933-A and the right to use the bathing beach in common with others entitled thereto. Said land is subject to the rights granted in an easement given to the Cape & Vineyard Electric Company et al dated April 21,1947 being Document No.19,747. Said land is subject to the rights granted in two easements given to the Barnstable Fire District dated June 11,1950 being Document Nos.,27,775 and 27,776. Said land is subject to a taking of Third Avenue by the Town of Barnstable dated March 18,1955 being Document No.43,562. For Grantors title see Transfer Certificate No. 111549, registered with the Barnstable District Registry in Book 912,Page 69. Witness our hands and seals this /8t./3 day of May,1998. Au-:stW.Gruhn Ellen M.Gruhn COMMONWEALTH OF MASSACHUSETTS I Af otTol �, ,ss. Mo. / 18 ,1998 Then personally appeared the above named August W. Gruhn and Ellen M.Gruhnn and acknowledged the foregoing instrument to be their free act and deed,before me. r,-,o-A.., ,t i . 1.4 ,Notary Public r at. X MyComm Exp.: i a, c?-00 3 COMMONWEALTH OF MASSACHUSETTS MARY A.MELO NOTARY PUBLIC MY COMMISSION EXPIRES 6.12.03 i S, , 'y * ti BARNSTABLE REGISTRY OF DEEDS - '�`i ' -'COUNTY /9/ = op‘ /f 1 /191 m( • • MAi1ACMVs[TT,GUITCL.IUM DUD INDIVIDUAL. 'SANG/0AM, iii • WE, ROBERT W. YADISERNIA and ELEANOR C. YADISERNIA, husband and wife, both of 244 Main Street, Medway, Norfolk Counry,Massalhuseis 02053 beiumicotfa,forconsiderationpaid,andinfullconsidenitionof FORTY-SIX THOUSAND and 00/100 ($46,000.00) DOLLARS 8ranato WILLIAM F. MANFREDONIA and LESLIE WILKER MANFREDONIA, husband • and wife as tenants by the entirety and not as tenants in common, both of Mount Nebo Road, Newtown, Connecticut 06470 with quitr(aaa womb thelandin Barnstable (Village) in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: grAtiomitraicammatioseMMX Northwesterly by Third Avenue, ninety-two and 70/100 (92.70) feet; Northeasterly by Lot 190, seventy-six and 2.8/100 (76.28) foot; Southeasterly by portions of Lots 85 and 87, ninety-three and 16/100 (93.16) feet; and Southwesterly by Lot 176, eighty-five and 53/100 (85.53) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 17933-G dated March 17, 1969, drawn by Robert G. McGlone, Surveyor, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 351 Pa. - Certificate of Title No. 44244 and said land is shown thereon •s LOT 191. —So--much -of—said -land, as is inc tided within the limits of the Way shown on said plan, is subject to the rights of all persons lawfully entitled thereto in and over the same. There is appurtenant to said land the right to use the provate ways and road shown on said plan and the right to use the bathing beach in common with others entitled thereto. Ll ;PP A ;?l rrr�. - �. • yam. • p petitioner in this case and Edgar land is subject to rights as set forth in a Stipulation between the R. Bigelow et al filed with the papers in this case on May 5, 1942 being Document No. 19,185, so far as now in force and applicable. 'There is reserved to Barnstable Bay, Inc. the right to install and maintain all public utilities. in, over and upon the ways shown on said plan, including the right to grant easements to public service corporations for the installation and maintenance of such public utilities. ; Said land is subject to the rights granted in an ease- ment given to the Cape & Vineyard Electric Company et al dated April 21, 1947 being Document No. 1ry,747. Said land is subject to the rights granted in an easement given to the Barnstable Fire District dated July 11, 1950 being Document No. 27,775. ;U:iil laud is subject to 2 Taking of Third Avenue by. the Town of Barnstable dated March 18, 1955 being Document No. 42,562 For title, see Certificate of Title No. 72000 dated October 5, 1977 registered with the Registry District of Barnstable County in Book 582 Page 80. , :','=-CQMMONWEA o f MASSACHUSE1TS rug -" skf1, 1 .1XC;ISIr in .act b • • 11) (*Individual—Joint T —Teny its in Comm—Taunts by the Entirety.) :j€ ,.o`a •, . • ..r "I,-s4• • 0100141‘ • Vilma our. ,hands and seals this . 77 . . . day of . ??..t . . 19/Y • V' Robert W. Ya :sernia-ee.its,rt-ele C' • get" Eleanor C. adisernia CO Commonwealth of itlasoarhuortta Ai t p z e t,“ icitr4 - toompit,„ Then personally appeared the above named , • rot. eti;t.... 4,• ,Neet.,_,- iI y.4‘,/i ,zv -.141;.1%,•• : 41 .1 Ip L e 1.41,11,4E is 4.1,,t4: , 'S.: : • , • st, •• and acknowledged the foregoing instrument to be Ti"to. free act and deed, • — • Notary Public— • My Cocoosissioa Expires .9 261014 80496 • Zit o-k, , 7aoao G s 3 - 74 • 7250 O W ! ). 7 8 ---- f al r 1 CI • �)ca , x o 1 • I rn .i1f • - 't 'Z .J O Ur 0 C z T. L•I ' i• BARNSTABiPn OUNTY REGISTR ' DEEDS ATRUECv'. ATTEST it 7 Yh -� $ a,e Sheet No. I so. �o 0� \ \ � z��C � �23 • 12/ /19 //7 /l5 /l3 /// /09 107 /06 o so. �w P. ��\ _� �25-� / _ P o s ' • �TY2; e°r .. 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I.'"I:':-'•. .:.• • .:i ' .. . :': .1 '::.,i i..!.::..".:''''.:,;".1,:.!'...''.;1•.•„ 1;;:'V '1:1',.:.:.'I.:,',.!1,.',,'101,: I,:II 3 .$1*1,1h1:11kl!te/'!'ilig4 '''''''' ...V•I'''''.........:': ! • . .‘.tai'''' -. - . _r y SUBDIVISION PLAN OF LAND IN BARNSTABLE /?p,933 .: Sohofield Bros., Civil Engineers • August 1951 •\'tt t . i - 4000-- .-a- t Of • 1 . � i 1 • 86 87 i ' • r 8553 . • o N. ed644 . '. ' Q a$ /76 k oy 89 .I' — " . 4. c • . -AZ.101 0 t0. . .. .• 0. !hi ► . : • ,'. 4-- - 4000-- U 90 - . 0 r. . o : . ! r q ' P, Subdivision of Lot g Shown on Plan 17933A Sheet 2 Filed with Cert. of Title No. g59k • , Registry District of Barnstable County . • Separate certificates of title may be issued for land shown hereon as..LO.z. ...tls:.S..1.7..1t... awl �I • �� comer. r� R� i�io o�ac ,:. s �/ Avs.s4�ai .0117• "://////z, CO fat,' �;•�, wut:,y.iasi . cord L • — Ili :i Q S s 4 1 — �, _. L-ocvS - LafS 7 �? 7 3 yr Rzii q- % /6� 3 3 3 ,0 r�a�, ;'filei I a,-.CA 11 /-% /9) j 199 --E il a3/01°0c)-- 75569 prlc I:C+F 0 1.-0 V�rS Lw • Vapa )e j f a I iii '1 l�- ICI 1 SSI'li7 / o ��' /e Qv 67041 L )reill C1- F Hia5-- 4 / / -�O ,2V Oa- 39 i Li -----p-11-61C11 1 111 B76,),,,r___)-e9- e/477L) ili rsS 1 -- -- _-HI Lo - i____ - -- -/7 93,E f --------- -7I `O� O torus n� • S� I! f' // /3 /oho `7�0 i ii /� - M e/ • d`�i -T�7`�C G� - / dr- 1 , '- I O 4 Fhb Reid; 1 r� C-4 7o9Z� h /i arr' '' y -�- d3 fr 1 • . • . ER* a r_i111:, . / 7 3 • • . Ler-to octgam /-7 ?33 iti (F-407) f owner 14 (CT /"ZEL. FY6141 5/41111 /e3-19t7 • I 1 • 111S-Yq21,CPt 0- aet241-111,_;(--fAizAi• . 7L 5/di/i9?er c-77e zto1)-5 /2dy :?()))61.--71-91 f#62,0ba.) etitt&-J) • • - 7Lyn 7/al/Me-7 ii-dko 711 iinr7 look 1,1q- a_ .0-Ac0 1 V,. Lot. re 317 — /31 • Lori- / Re 17933 _ Tivro ? 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II .c% •4 ll a ilitliiifttxt n C 4f qD, n ` •r r x h 0Sill: 1 I o R2ilik r di t g r3 it 1 2\ % 4'.V.4fti I ' d ell f' 4 kii:i 14 o r "o N1 t rfl Or : s psoss to 4 a6_� ; 10 tr%,t hm 0 — • • ti -- -' fOf00 t • ,l 14 N. f * to' t 1 4 / . a -oitib,.,,,- . ��_ w/01 /00 , ' �f • , 70 Coo 130_.129 •r t. dd ►/, • Cbuntj E+srm.nt of LAND REGISTR T/ M Offl'Cf ' 8 ... Mae M4mAN Srowts --PE4.tf�- g 1 •--•• .00 r66 _ Aor tiat after' Sot ofthisOIM /t6, lb • inch EEC { • r < 1 • Doc:872,779 05-23-2002 11s04 Ctf*:165333 BARNSTABLE LAND COURT REEY MASSACHUSETTS QUITCLAIM DEED I,THERESA J.NAPOLEONE,a.k.a THERESA J.NAPOLEON,surviving joint tenant of Natick,Middlesex County,Massachusetts for consideration paid in the amount of Two Hundred Fifty-one Thousand Dollars. ($251,000.00) grant to Keith T.Cullinan and Joanne M.Cullinan,husband and wife,as tenants by the entirety,of 12 Monitor Hill Road,Newtown,Connecticut 06470 with QUITCLAIM COVENANTS of that certain parcel of land situated in Barnstable(Village)in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: EASTERLY by a Way,one hundred fifty(150)feet; SOUTHERLY by Lot 91,ninety-two and 78/100(92.78)feet; WESTERLY by a portion of Lot 90,Lot 88 and a portion of Lot 86,one hundred fifty and 87/100(150.87)feet; o NORTHERLY by lot 85,seventy-six and 61/100(76.61)feet. ‘0 All of the said boundaries are determined by the Court to be located as shown on Ca U plan 17933-A(Sheet 2)dated August 1939,drawn by Whitney&Bassett,Engineers,as motified and approved by the Court,and filed in the Land Registration Office in Boston, a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land z Registration Book 54 Page 54 with Certificate of Title No.8594 and said land is shown e - thereon as LOTS 87 and 89. CO 12 4-1 as w ° So much of the land herein registered as is included within the limits of the Way shown on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. There is appurtenant to said land the right to use the private ways and road shown CO o on said plan and the right to use the bathing beach in common with others entitled thereto. O N Said land is subject to rights as set forth in a Stipulation between the petitioner in this case and Edgar R.Bigelow et al filed with the papers in this case on May 5,1942 and being Document No.19,185. CO There is reserved to Barnstable Bay Inc.the right to install and maintain all public w d utilities in, over and upon the Ways shown on said plan including the right to grant b easements to public service corporations for the installation and maintenance of such a c public utilities. l+ GI L Both of the above described lots are subject to the rights of the County of aBarnstable to set meridian stones as set forth in deed of Loring Crocker to the County of Barnstable recorded in Book 106 Page 80. tO ` For my title see Certificate of Title No.134258 to Joseph Napoleone and Theresa J. Napoleone dated June 22, 1994 as document no. 618,305. Joseph Napoleone, aka Joseph Napoleon, died August 9, 1996,see death certificate recorded herewith and M- 792 recorded as document no.701,737 dated August 12,1997. --1 2 '� $ P-l70 —I a co ++ �,1 epn • �N1'1 N O N 3 N xyx 1 %tf1 l $$ m N Occo mco C j N � �' CO y /7s35 �-� (9 ( I e ir _ WITNESS my hand and seal this 22nd day of Ma ,2002. THERESA J.NAPOLEO COMMONWEALTH OF MASSACHUSETTS • Middlesex,ss. May 22,2002 a Then personally appeared the above-named THERESA J. NAPOLEON and 1t;.. acknowledged her signature on the foregoing instrument to be her free and voluntary act, r ..:;,,,, before me. ) 1c� 9,ase-e;--4.C.)444.,? -, 4.°1. 'I.. ' Elaine C. Alexia ' ,Ifutary eubji c ' I My Commission apire4 Dec. i 1, 2101 03 I • r : S s a E I ;T AFFIDAVIT . • I,THERESA J. NAPOLEON,on oath depose and say that the following: 1. My name is:Theresa J. Napoleon and I reside at 20 Walnut Street, Natick, Massachusetts. 2. I was married to Joseph Napoleon. 3. Joseph Napoleon died on August 9, 1996. 4. At the time of Joseph Napoleon's death we were lawfully married, never having been divorced. • • Signed under the pains and penalties of perjury this 19th day of April, 1 2002. J dERESA J. NAP L ON COMMONWEALTH OF MASSACHUSETTS -, Middlesex,ss. April 19,2002 fI t. Then personally appeared the above-named Theresa. J. Napoleon ands" acknowledged her signature on the foregoing instrument to be her fre Q' ' C" voluntary act, before me. .�, + ' -.; k --.. Fi4.4,',. cat,„„, , e , :1-: It .•.. ' - V Elaine C. Alexis , Notary; (c I .. My Commission Expires: Dec. 11't 10, ,, ; ., . , . tlnP;MSTABLE REGISTRY OF D:.b03' BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST VSL e 1�,.Q,` 4004 F+MBE;REGISTER o 1 • • ./& --- --''.. ..._„......__. 01 4 - - j" _:- . , • '4- -2. • I • _____=_—_, 10r. Li es NI IN ,W. gig I II \ _ ' ' - U ilk : • o Q rils test of'nyAsdAxtlr,epassQedan9 CAI? l7eslcit15 \ . rapli.xh sac',ad/abeidr',,pra r-4ms - adaw drvs,m.di to dwell alley plots ae ma: ` II. :, II .a: wikda d.Us a.e',ad/c6Mldr', RESDEMK NV/DE519d M (SO6)si811., �G_i:1::j:;e1 . a,.. arsed adre,pombly.9watrado >v sal wrdvJ d+rene.d nosed ha,.q,.OD grOEN DEMO! EA! MB)998.1144 ,et*b+bkr arms alce Mumw, afra ULM „k..1�„Y�„ . .��. berm lwwaGava E-WL NCZDeeAVx.LPOEc. Ageaddesernbe . Vkik.-s+ueKaSV»ken made w the Kell:Amd 30MEWS u .t EX) WOO v�.:YY�� • ,alN vaad mire",tits mikes.can a wa md .. vr ._ • - y W.etIsom era.M call ado o 1%.*trustdsd ANIMW'NNXOR011O6 wwW,:adde5lGaabz I.�-' • al Ananias ad oiler&L A,pb'to wlMruc lm ad 2 0 i kd6 rnp.k Meder. R l, -- .—... > • AREAS SQUARE FOOTAGE I FMtSN FLOG7GK PREA 50111e Ff. ' . _\ • L%N��AL N1 5 YMlk�D6AtfMENfPkEP, N/A r Ls 15f RAM PM 2,59 `�' O� r I — I 1 K.ata rofAPlrw0,WNW VMS, 2J9 FLOGRA2EA ION -4-:. I w561]!a ee m NACCaR meat•BMW! p\ . I I — — 1 - - GAurlawl• mana,GeamMMlti. TOTAL MI%%FLOOR Al2FA "WO K\ 2 w■51MDN.a[,aMak M¢RO■!:T I \ DA:surorBmactls. OONLIS KA?M 6'4 ' -r I I \ DO N `C/WE 1FE C AWNC6• P O4 565 O C7f 40104. I — \ d;• J l• ,a� caeca sG MrCOVER=N Y,6E5 120 c • I I 1 _ A Era n rsr. myna,yeas 779 nCrw q r.fr. . I NAS Kti Pl.,. Fa I L _ ,uSLMW<YR08,.MS.SU 1305 rMaAO[O PACE �nEX .20199949191392911.9990 .5'S'r�l$.. . 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NIMUAY.M.,R'M1NL'11RDI6LM01rYA1XMSK1! 71 "' = nwrnoG sauatnlrR,laPMenornum.es 1��!1 - Ik Mma,apwulsuca®.,wsrieAs,lKrca.ro I9, e!m'D[O319i rMn.vpt �.� .1 lr■■■,�- ..- /_.. ..n M.aDVOlu9LKW9AP&K M, VD". 20 a 1/"'•"'•LLIY N"tfl/R!®!q'L'<!1/M Mt MIL.OL[ • � 11/439 t • ILN65GRHYlY6MN VP. 21. -..`�� I PNE # : ..N••.NDN_N�r:YkrYMY_ ..aYMaY..N....�. -, . . . f. °'• •. . , , • . „ . . . , - , •UN A . • . Z 4... . /.-..-/- -=U:\ •A- ,,, . • •, .••. • --"-.- --•-•-`"i' ..47. '-'..\ . . .4.\• ---- ------="--/', -.M-----=.%, , g .....—..... -,-......=.......... ........= ..... -cs ‘..., - a . MIN I MIL\ _, E Olt E: 1111: \ i III - VIE'i / . Ellin, E I -. - - - \ . 44 . ,--•••••-••••—.--•—•••—.• f i . , , - •• P•14 g _ _ ......_ ________: E _____•_.7_ . . ,..-.-_ ._.. En I\-- a al 1 1 m s 0 ma I • . . .. _____, ...mimmamm 1.=:, _s_ ____ _ 2 g ••• •• lam...I-'--- . ' wamma .. . „„.. '' .-------.--r-ILIETI I.- I 13' I N .% 1 --........... --till ..--f---=:—._ 11 II .......16.... 7.-- ..-------"— — i ,___. 4' -.. i 1_,•,,, .)-e .•! " 1--------------------1 i 't .,. wine • n g._ 0 FRONT ELEVATION .. . 1 u . . . P El c) tc, . • • °",c. . , .. .... i 0. 1-4 . . • ,-• . • • .41! -...,.., n : . . . . • F_TH igv- . lin FLI III. Ili tom 11111 Ili . •::- ANN 1111 111 isms III 'III -. . -......_ III III Awn' _.— In lit '• _ , . I 'IIII :... __I , III 'Ili, • III III - - - • . ,...awilmr..._, • . _ . . , I 1111.1111iiii ONIENEW limy.. onwesa 1111011111111111111, imitiems, _ . . • , . ' iTir iri-iiii : Mit; PAM OF _ Milt • . . 4It.sa,! ,1411411. . 4fj.' II Mill 7,, I, :44:041/4,44$14,::,iy1+1414141; ,141,141,1a: 'MIK VI FINAL 1591E- "Intl. L-- ;III* mu* . - . ,111114 4,'1,I 4+11+1t44•' ,404.4.14.444,1 • 111111111 • 111111111111 tsmotc Lmossto s+mitel •am II/IWO" . , . 1111111. "pi•1 1, 6 _ • ' 14444.4.414.1 14444444:'1.47444+4' , 7 ,. , - .... •r..r,•'• ,•• • 41.1.1., '.141111+41 .11111011 ° •1! ! 1 II 1111 II • 1 II : 11411410;1/#11144.t, 4,4,1..1111,c .,. .----. ..------.-H • , . ••° — - • . I I ' ,co i oak..4:1,N4 ' .441,44+i 'i.+411.4e4,4.%1 1110:.4,11' e . , - . - ri ' fr-rt %Aix 1114,t55 NOTEV 611-ERW15E• • , . . I/4" - 1' REAR ELEVATION : 0 • • • PAGO# • , . . • • . 0 ..,... .. .,„ q\ -V Z I- • •1- N A' _r! • Hi III:I .1'211\ Ili ow Z 1 , a,,. III III , g 8 g a 0 :k. E IIII, laic III. L Ile 1 ..., rri. Aim iii Hi am"LisaLi ---: Vidlaiir I 1 .'kk III 111 III. ' mi ii I, ...11:1111ki ....itii.... - 44 0 .. ii. ...... .......................................... I • 6 ------• ' - .4,,iyow... ,, ,,e,,, , ,;,;4:4:6:,,,,,,,,, • ..._ ,,,w , ,tivii: 1.4,,,,,,,,,,,,, Wiiies Pill? 'i,o,ym, !,•,4,,,.$4,44 b. a Ex:110=301 000E3 rrri-r-r-rrn.comocagimmiliicHithr 3D OVERVFEWS III ' . ' 4/1,. :.;+;../...4....:. atayao, +4++,44,:04++44 :+4.s.S14,4% 0 01 Cli C3 11:31MICII Z .M.:;,, ::a ,9,,,,,,,,,,,,y, COC:11:1101 _ COEMICIE:11 I. - WAt ---1 -- Iliiii __-= -- VISUALIZATION i / N t-.1 t32- "#: tiN K\ - a ACCURATE TRim • LEFT ELEVATION AI ..,,:: -__ ..., ; :l. .---.. ... DETAILS 0 ,.....,;;.... -NI :IL -1-1-- 0. `- ..4L-t,' so; - -.....,,,„.. ... ..., L.....:0,-,„.. l , ••00°'''''''''''''' El (?)‘ INIT--:;,..:02.' ''' 1•'. .. ''''IllIMIJA).' 4110.11.1111111'VI••••••••••.... -, VO 0 • ... - , .-----__ :::.ii qi.i, , .-,.. . , i illi,u-- !or: ..,10.,„..:1,. - 1 , ,/ / N , . 1111: di : , ,:::;. 0 41. , • e§. • if \ . . ,11: pp• .„ .‘ r-- ----, :_-- ---. _,,,,-, ..- 0 / • F-LirT, , _ , . - ...,...--- , I , • II . I ...d.1.,.... , ., oft ons, , \. . .-- ...-- pr)..-.....1 ill Nil \ • III III \ I Ili illi . . , , .., „, .1111 III \ 1 I \ , .• . 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VERTICAL DATUM: NGVD _ irg CURRENT ZONING: RB 2. MUNICAPAL WATER IS __ AVAILABLE. BUILDING SETBACKS: I 3 CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR COMMERCE ROAD F: ,20' S: 10' R:,_2_ TO CONSTRUCTION, hi § FLOOD ZONE: C . • > l LOCATION MAP4/—SEWER MANHOLE LOT AREA Istv L 12,704 ± S.F. 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UTILITY POLE: —0— WI �,36858 I FENCE LINE: ae. r ti PREPARED FOR HYDRANT: �waF s00�Q LP—M- 1 '`\ auRVE" ___ _,.. REEF REALTY RETAINING WALL: ® E I G it r , ,. ~ TREE: DEMAREST-MoLELLAN ENGINE R N f f y r.Y� ^ ,� �.. SCALE: 1 = DATE: 10-15-03 24 SCHOOL STREET P.O. BOX 469 WEST DENNIS. YASSACHUSETTS 02670 REFERENCE: LAND COURT CASE #17933 DM # 03-42 PHONE dt PAX : (soa) sa8-7710 1 THOMAS MOLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S. •