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Home My WebLink About0350 WINDSWEPT WAY a i i o i ,max- ..,J - .. w\ ----._— -..,. ,� �. r � �� .. �. � � � �, ,� ,. � R�, .. .. ,: � �. a � _.- ., n'. ,. r. - .. i;;, �. ., .� ,. ,_ ,. �. „k �. ,� ., � .. �. ,. o �, x .a �. � � � �, �� o ,� � ,, �. �� o k a � +i �� , i ^. ,� n ,. v a,. �, �� - o �, �, ,., ,. � r ,, .. „ - � ,. � ., .. - �. . . .� ;. ., _ � .. n �. ,. ., .1�, ,� _ ,� ' o � . . ,.. n. --�..�--....-,,_ .... s-. ....�--.1....- p...�_��.... ,r....ter.. �.....- _.........+--..�. •..'.«,-.-..—�J.-^^ � _ '��_ '^� .____.�_..r"C1_.._._ _ �__ �. __�_... _.._S.^.^"^.�'.. _..v.___..__.___� _.�_.."7.�'"".� _�.___C".�`r i Town of Barnstable Building Department - 200 Main Street * BARNSTABLE. f Hyannis, MA 02601 , MAC. 15081862-4038 1639.S. 9� Certificate of Occupancy Application Number: 88314 CO Number: 20060086 Parcel ID: 051014001 CO Issue Date: 07125/06 Location: 350 WINDSWEPT WAY Zoning Classification: RESIDENCE F-1 DISTRICT Owner: OYSTER HARBORS CLUB INC Proposed Use: 111 OCEAN AVE SWAMPSCOTT, MA 01907 Village: OSTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: i k1eZepartment Signature Date Signed TOWN OF r BARNSTABLE ._: -Z BUILDING PERMIT PARCEL. ID 051 014 001 GEOBASE,. ID 41017 ADDRESS - 350 WINDSWEPT WAY o PHONE OSTERVILL'E- r ZIP - a� 1 LOT 231 LC BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERT TYPE 98NA ��C IPTION HRRNHDESM A�1 UAP§ ITT CAR/3 PORCHES CONTRACTORS: BAYSIDE BUILDING, INC Department of ARCHITECTS: Regulatory Services TOTAL FEES: $2,425.33 j BOND $.00 fME CONSTRUCTION COSTS $539, 104.00 1.01 SINGLE FAM 'HOME DETACHED 1 PRIVATE 11 0>,y r 7 - * BARNSPABLE, • MASS. j z6g9. BUILDING-D. ISI4IIN -.� BY 00 .011.r DATE ISSUED 11/1.0/2005 EXPIRATION DATE— -,/ 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 CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISWLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS aW V 3 8 F OK -/26 06 1 BEATING INSPECTION APPROVALS ENGINE RING DEPARTMENT 2 W j � BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL ad►�-�v�s.i�iZ C�'liS-Ofo 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. ' r " r lb PERMIT IS BUILDING i . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 55 Parcel Permit# '�.3 Health Division v 3© �'J Date Issued l � Conservation Divisio45101d �5_ /M Al/Pe V /D/-:?//05' Application Fee D Tax Collector � _/� � 5� Permit Fee 2 3 Treasurer Planning Dept. SEPTIC SYSTEM MUST BF_ Jf INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board N WITH TITLE 5 I r-� ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address 50 Glf/A/D [l/ /�� W�`/ L( - a-31 Village 45Xk V/L-F Owner i0/L11ttA4 � CON, 1,FI- - b-d 7`ca L rely' Address QC N.Y_ Al CDO 1'7 Telephone el A#Y:51- 7`71-'l,�11(} Permit Request CO%,a� 4 4tt /VD ,�G OrUJ '&&r4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Sod Zoning District Af,_1 Flood Plain Groundwater Overlay .a Project Valuation .f_09, !Q Construction Type Ogk410 Lot Size Grandfathered: ❑Yes Cato If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) r Age of Existing Structure / SV Historic House: ❑Yes CR Igo On Old King's Highway ❑Yesv U<o Basement Type: a'Full ❑Crawl ❑Walkout ❑Other ;� G `-r Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new T Half: existing new Number of Bedrooms: existing new !�L— b Total Room Count(not including baths): existing new_� First Floor Room Coun.tl � n7 Heat Type and Fuel: ❑Gas C 'Oil ❑Electric ❑Other Central Air: U°Yes ❑No Fireplaces: Existing New ` Existing wood/coal stove: ❑Yes MJo r, Detached garage:O existing ❑/new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing I(new size 9:�2,:r Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes SINo If yes,site plan review# Current Use y'AC;"A1T t-d7- Proposed Use A±�f64_ `�I , BUILDER INFORMATION Name &44 4ea�, Qi1ce Telephone Number 7 -"71 /Q 'Ye Address .95- License# 406 5� Y"�_ 69*��d,b , -7ft 1)26 3;2- Home Improvement Contractor# Worker's Compensation# I&CF DO 7 3 yD 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a4z�� SIGNATURE DATE 14 LZug FOR OFFICIAL USE ONLY is PERMIT NO. r , DATE ISSUED MAP/PARCEL NO. , r ADDRESS VILLAGE r i OWNER DATE OF INSPECTION: 1 FOUNDATION O 1— 1 f FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH -- FINAL r '� PLUMBING: ROUGH m FINAL co , a > GAS: ROUGH d q; 0FINAL ' r FINAL BUILDING o DATE CLOSED OUT cr, M©. ASSOCIATION PLAN NO. W n r 1 RESIDENTIAL BUILDING PEPMT FEES APPLICATION FEE ; New Buildings $100.00 �00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 �- FEE VALUE WORKSHEET J NEW LIVING SPACE i? square feet x$96%sq.foot= �Q S•Sf dZ x.0041= C� " plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) p 9 il0 square feet x$32/sq.ft._ S � x.0041= oZ�'3 ACCESSORY STRUCTURE>120 sq.ft. :5 3 1 C0 4- 2 2 >120 sf-500 sf $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.0041= STAND ALONE PERMITS Open Porch x$30.00= r 4 Qv (number) Deck x$30.00= (number) Fireplace/Chimney _x$25.00= �S d (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) 3 D Permit Fee Pro;cost .2 3 z s, 3 Rev:063004 BC CALC®2003 DESIGN REPORT - US Tuesday,October 11,200509:09 Single 11 7/8" AJSTm 20 MSR File Name: BC CALC Project:J01 Job Name: CONNELL RESIDENCE Description: Address: WINDSWEPT WAY Specifier: City,State,Zip:OSTERVILLE,MA Designer: Customer: BAYSIDE BUILDING,INC Company: Code reports: ISR-1144 Misc: Standard Load-40 psf 115 psf CC Spacing 15' Ak BO,1-1/2" B1,1-1/2" 453 Ibs LL 453 Ibs LL 170 Ibs DL 170 Ibs DL Total Horizontal Length-17-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 17,00-00 Live 40 psf 16' 100% Member Type: Joist Dead 15 psf 16' 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2649 ft-Ibs 60.2% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16, End Reaction 623lbs 54.5% 100% 2 1 -Left Repetitive: Yes Total Load Defl. L/577(0.354") 41.6% 2 1 Construction Type:Glued Live Load Defl. Lf793(0.257") 60.5% 2 1 Max Defl. 0.3 .' 35.4% 2 1 Live Load: 40 psf Span/Depth 17.2 n/a 1 Dead Load: 15 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-10. the input must be verified by anyone Minimum bearing length for 61 is 1-10. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+12 intermediate bearing evidence of suitability for a particular application. The output User Notes above is based upon building LONGEST SPAN-GREATEST LOAD TYPICAL I-JOIST USED THROUGHOUT PROJECT 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®,BCIG, BC RIM BOARD TM,BC OSB RIM BOARD-,BOISE GLULAMT°", VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, - VERSA-STUD®,ALLJOISTO and AJS Tm are trademarks of Boise Cascade Corporation. Page 1 of 1 i Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 Bv: ,_on:,10-11-2005: 07:48:-41 AM Project: CONNELL RESIDENCE-Location: BEAM#1 FIRST-FLOOR-GIRDER This analysis aw s gen tare d by an eval au Lion version of StruCalc 6.0 Summary: A36 W10x33 x 20.0 FT Section Adequate By: 76.6% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.38 (IN =U636 Total Load: TLD= 0.54 IN =U442 Reactions(Each End): Live Load: LL-Rxn= 5200 LB Dead Load: DL-Rxn= 2280 LB Total Load: TL-Rxn= 7480 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.94 IN Beam Data: Span: L= 20.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 8.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 520 PLF Beam Self Weiqht: BSW= 33 PLF Beam Total Dead Load: wD= 228 PLF Total Maximum Load: wT= 748 PLF Properties for: W10x33/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.73 IN Web Thickness: tw= 0.29 IN Flanqe Width: bf= 7.96 IN Flanqe Thickness: tf= 0.44 IN Distance to Web Toe of Fillet.- k= 0.94 IN Moment of Inertia About X-X Axis: Ix= 171.00 IN4 Section Modulus About X-X Axis: Sx= 35.00 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 9.15 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 33.55 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66'Fy: Lc= 8.4 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 30.55 Limitinq Web Heiqht to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 37400 FT-LB Nominal Moment Strength: Mr= 69300 FT-LB Controllinq Shear: V= 7480 LB Nominal Shear Strenqth: Vr= 40632 LB Moment of Inertia(Deflection): Ireq= 96.81 IN4 1= 171.00 IN4 I Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 By:_, om 10-11-2005: 07:51:52AM Project: CONNELL RESIDENCE-Location: BEAM#2 2nd FLOOR ABOVEGARAGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W1430 x 24.0 FT Section Adequate By: 102.6% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.32 IN= U905 Total Load: TLD= 0.50 IN= U571 Reactions(Each End): Live Load: LL-Rxn= 4320 LB Dead Load: DL-Rxn= 2520 LB Total Load: TL-Rxn= 6840 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 24.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 30 PLF Beam Total Dead Load: wD= 210 PLF Total Maximum Load: WT= 570 PLF Properties for: W14x30/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.84 IN Web Thickness: tw= 0.27 IN Flanqe Width: bf= 6.73 IN Flanqe Thickness: tf= 0.39 IN Distance to Web Toe of Fillet: k= 0.79 IN Moment of Inertia About X-X Axis: Ix= 291.00 IN4 Section Modulus About X-X Axis: Sx= 42.00 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.74 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 8.74 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 51.26 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controlling Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 7.1 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 48.41 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 41040 FT-LB Nominal Moment Strength: Mr= 83160 FT-LB Controllinq Shear: V= 6840 LB Nominal Shear Strenqth: Vr= 53810 LB Moment of Inertia (Deflection): Ireq= 122.25 IN4 1= 291.00 IN4 Uniformly Loaded Floor Beam(AISC 9th Ed ASD]Ver: 6.00.5 By:„-on: 10-11-2005: 07:52:26 AM Project: CONNELL RESIDENCE-Location: BEAM#3_2nd FLOOR ABOVE GARAGE This analysis was generated by an evaluat not version of StruCalc 6.0 Summary: A36 W 14x30 x 24.0 FT Section Adequate By: 102.6% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.32 IN =U905 Total Load: TLD= 0.50 IN =U571 Reactions(Each End): Live Load: LL-Rxn= 4320 LB Dead Load: DL-Rxn= 2520 LB Total Load: TL-Rxn= 6840 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 24.0 FT Unbraced Lenqth-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= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL•= 360 PLF Beam Self Weight: BSW= 30 PLF Beam Total Dead Load: wD= 210 PLF Total Maximum Load: wT= 570 PLF Properties for: W14x30/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.84 IN Web Thickness: tw= 0.27 IN Flange Width: bf= 6.73 IN Flange Thickness: tf= 0.39 IN Distance to Web Toe of Fillet: k= 0.79 IN Moment of Inertia About X-X Axis: Ix= 291.00 IN4 Section Modulus About X-X Axis: Sx= 42.00 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.74 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.74 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 51.26 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 7.1 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 48.41 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 41040 FT-LB Nominal Moment Strength: Mr= 83160 FT-LB Controlling Shear: V= 6840 LB Nominal Shear Strength: Vr= 53810 LB Moment of Inertia(Deflection): Ireq= 122.25 IN4 1= 291.00 IN4 i Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 By:_,_on:t0a11-2005 : 08:37:37 AM Project: CONNELL RESIDENCE-Location: BEAM#4 2nd.FLOOR BAI Summary: This analysis was generated by an evatuation version of StruCalc 6.0 A36 W 10x30 x 26.0 FT ,$ection Adequate,By: 144.5% Controlling Factor: Moment.of Inertia Deflections: Dead Load: DLD= 0.22 IN Live Load: LLD= 0.31 IN= U997 Total Load: TLD= 0.53 IN=U587 Reactions(Each End): .Liveload: LL-Rxn= 1950 LB Dead Load: DL-Rxn= 1365 LB Total Load: TL-Rxn= 3315 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.81 IN Beam Data: Span: L= 26.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: , Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 5.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Wall Load: WALL= .0 PLF Beam Loadinq: Beam Total Live Load: wL= 150 PLF Beam Self Weiqht: BSW= 30 PLF Beam Total Dead Load: wD= 1.05 PLF Total Maximum Load: wT= 255 PLF Properties for: W10x30/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flanqe Width: bf= 5.81 IN Flanqe Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.81 IN Moment of Inertia About X-X Axis: Ix= 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.55 IN Design Properties.per AISC.Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= '5.70 Allowable Flange.Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 34.90 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controlling Unbraced Lenqth: Lb= 0.0 FT Limiting Unbraced Lenqth for Fb=.WFy: Le= 6.13 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 31.5 Limiting Web Heiqht to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 21548 FT-LB Nominal Moment Strength: Mr= 64152 FT-LB Controllinq Shear: V= 3315 LB Nominal Shear Strenqth: Vr= 45230 LB Moment of Inertia(Deflection): Iraq= 69.54 IN4 1= 170.00 IN4 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 By: , on: 10-11-2005 : 08:24:28 AM Project: CONNELL RESIDENCE-Location: BEAM#5 2nd FLOOR ABOVE KITCHEN Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W 12x50 x 26.0 FT Section Adequate By: 292.8% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.19 IN = U1639 Total Load: TLD= 0.33 IN=U943 Reactions(Each End): Live Load: LL-Rxn= 2730 LB Dead Load: DL-Rxn= 2015 LB Total Load: TL-Rxn= 4745 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.14 IN Beam Data: Span: L= 26.0 FT Unbraced Lenqth-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= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 210 PLF Beam Self Weight: BSW= 50 PLF Beam Total Dead Load: wD= 155 PLF Total Maximum Load: wT= 365 PLF Properties for: W12x50/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.19 IN Web Thickness: tw= 0.37 IN Flange Width: bf= 8.08 IN Flange Thickness: tf= 0.64 IN Distance to Web Toe of Fillet: k= 1.14 IN Moment of Inertia About X-X Axis: Ix= 391.00 IN4 Section Modulus About X-X Axis: Sx= 64.20 IN3 Radius of Gyration of Compression Flange+ 1/3.of Web: rt= 2.17 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.31 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 32.95 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.53 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 29.49 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 30843 FT-LB Nominal Moment Strength: Mr= 127116 FT-LB Controlling Shear: V= 4745 LB Nominal Shear Strength: Vr= 64948 LB Moment of Inertia (Deflection): Ireq= 99.53 IN4 1= 391.00 IN4 i Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver: 6.00.5 By: , on: 10-11-2005 : 08:26:50 AM Project: CONNELL RESIDENCE-Location: BEAM#6 BELOW DORMERS This analysis was generated by an evaluation version of StruCalc 6.0 Summary: ( 2 ) 1.75 IN x 11.875 IN x 13.75 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 84.6% Controllinq Factor: Section Modulus/Depth Required 9.59 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.20 IN = U818 Total Load: TLD= 0.36 IN = U455 Reactions(Each End): Live Load: LL-Rxn= 1684 LB Dead Load: DL-Rxn= .1344 LB Total Load: TL-Rxn= 3028 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.96 IN Beam Data: Span: L= 13.75 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 1.5 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 10.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 10 PLF Beam Loadinq: Beam Total Live Load: wL= 245 PLF Beam Self Weiqht: BSW= 13 PLF Beam Total Dead Load: wD= 195 PLF Total Maximum Load: wT= 440 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2803 PSI Adjustment Factors: Cd=1.00 Cf=1.00 FV: FV= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 10410 FT-LB 6.875 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2604 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= 44.56 IN3 S= 82.26 IN3 Area (Shear): Areq= 13.71 IN2 A= 41.56 IN2 Moment of Inertia (Deflection): Ireq= 257.61 IN4 1= 488.41 IN4 I r Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver: 6.00.5 By: , on: 10-11-2005 : 08:33:32 AM Project: CONNELL RESIDENCE-Location: BEAM#7 RIDGE BEAM Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W 14x43 x 29.0 FT Section Adequate By: 127.1% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.31 IN Live Load: LLD= 0.33 IN= U1044 Total Load: TLD= 0.64 IN= U545 Reactions(Each End): Live Load: LL-Rxn= 3770 LB Dead Load: DL-Rxn= 3451 LB Total Load: TL-Rxn= 7221 LB Bearing Length Required (Beam only, support capacity not checked}: BL= 1.12 IN Beam Data: Span: L= 29.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 260 PLF Beam Self Weiqht: BSW= 43 PLF Beam Total Dead Load: wD= 238 PLF Total Maximum Load: wT= 498 PLF Properties for: W14x43/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.66 IN Web Thickness: tw= 0.31 IN Flanqe Width: bf= 8.00 IN Flanqe Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.12 IN Moment of Inertia About X-X Axis: Ix= 428.00 IN4 Section Modulus About X-X Axis: Sx= 62.60 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.12 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.54 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 44.79 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 8.44 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 41.31 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 52352 FT-LB Nominal Moment Strength: Mr= 123948 FT-LB Controllinq Shear: V= 7221 LB Nominal Shear Strength: Vr= 59995 LB Moment of Inertia(Deflection): Ireq= 188.44 IN4 1= 428.00 IN4 i I oF,► , Town of Barnstable, Regulatory Services sAwvMULE, Thomas F.Geller,Director 9 uesa ,g' ' Building Division Tom Perry, Building Commissioner 200 Main Street, $yannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, ZV IL L/i9i14 G, CD IViIE LL,as Owner of the subject property hereby authorize: y5 AM AOIL /14/0 to act on my behalf, m all matters relative to work authorized by this building permit application for: (Address of Job) ignature of Owner Date 10 I L L L PJ1M C. C'D AIAIf C 4— Print Name n.nnv�re•nVrhMV PP.P MTR.IZTnW r - W N A A0 u n u tl n SDI n n Effective Date: October 19th, 2005 n n tl Western Surety Company u LICENSE AND PERMIT BOND tl n 0 9 n tl G KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14759955 G tl tl n That we, Bayside Building, Inc. n tl u n n of the village of Centerville State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of n Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable, Building Inspector State of Massachusetts as Obligee, in the penal sum of One Thousand Eight Hundred and 00/100 DOLLARS ( $1,800.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor-350 Windswept Way, Osterville, MA 02655 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until October 19th 2006 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thinb"`'frve''3°5)'days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh1a1:1'��he<reupon,. eglieved from any liability for any acts or omissions of the Principal subsequent to said da�°te�`rTteyglfv e number of years this bond shall continue in force, the number of claims made a irn -is bon 'spa 11'the number of premiums which shall be payable or paid, the Surety's total limit of lia .ty shall not b6 � ulative from year to year or period to period, and in no event shall the Surety's total A-, lity 0 u claimr.exceed the amount set forth above. Any revision of the bond amount shall not be n cuni`l�a, veu, Dated this 19th day of October 2005 n u n r, n u n �• Ba side Building, In u convonnh tl n s Principal n n tl OD% Principal n n u • • n Co` ersigned(w ere required) WEST zas U R E T COMPANY n 0. u / u B BY Resident Agent Paul T.Bruflat,S9&or Vice President Form 532-5-2002 0 u tl u n WESTERN SURETY COMPANY ONEOF AMERICA'S OLDEST BONDING COMPANIES r tl r fi o n tl n n n tl ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss o - (Corporate Officer) a COUNTY OF MINNEHAHA u n G 9 On this 19th day of October 2005 before me,the undersigned officer, p personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid n G officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed 6 the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such 9 officer. tl G IN WITNESS WHEREOF, I have hereunto set my hand and official seal. n }4\b44titititi4�h444rti\i4i\ti4} tl D.KRELL p EAS, NOTARY PUBLIC SEAL i tl +(RSOUTH DAKOTA�+ n n + + Notary Publi -South Dakota tl n }44ti44444�titibtitihbti0l0l40} tl My Commission Expires November 30,2006 ; n tl ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual _described in and who executed the foregoing instrument and acknowledged to me that_he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public n u o \ n n � u n tl n cQ w tl r v 6 a n Q `0 � � u n v ^i-I n O Z M o u � d W Z u L Er Tl n )- Iv—1 9 � tl o > w o a O CQ wco u u r tl Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,all of the following classes of documents to-wit: Indemnity,Surety and Undertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or equity, polici`Y1jademnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fidelity bones. it� in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and q R r 7 w waivers tojyijbdify..or ch2`rige or extend any bond or document executed for this Company, and to compromise and settle any and all claims or demands made or x&ig�against said Company. S LWestteern Surety rilpany her certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted ad ow in force,to-wit: -Section 7' All b& s,�'policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corp ca� n'arfe-pf't�e C0 pany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers asathe Baard,�0 irectors may authorize. The President,any Vice President,Secretary, any Assistant Secretary, or the Treasurer "�68+`dQ9"ar may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 19th day of October 2005 ATTEST WESTE N URET COMPANY By Assistant Secretary qPaul Br�Senir President STATE OF SOUTH DAKOTA 1 ss COUNTY OF MINNEHAHA 1 On this 19th day of October 2005 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. t45hh�5yyyyhyyhhyhh�,hyhhh+ s D. KRELL $ s s AEAE L NOTARY PUBLIC(SEAL IS s SOUTH DAKOTAC ss, + .�,�,�,�,�,yWOhre�ey4h4�oh44h44+ Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 I The Commonwealth oJMassachusetts - ( 6 Departinent of Industrial Accidents fl/Mce o//nyesdgallons 600 Washington Street Boston, Mass. 02111 ` �- Workers' Compensation Insurance Affidavit �onlicant�in o�'r a on• =- - -�� =iAr-• - ease PR =1eQlblv.. :::::»:: - _�-1: . - •��' name- 131qY5 t6rL 8J) L1_Q1AJCo _ Al C location• 13 Q K (I 5_ ciry CEAl J !2 V lL,J� phone T 7 7� c/0 ZC/ — 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. company name: address .. phone h• insurance co policy " I am a sole proprietor, eneral contractor homeowner(circle one) and have hired the contractors listed below who have the following workers compensation polices: comlav name: 8 AYS Iti address: r, o X Q ) s ih.. C' R- AIT,j FiR VIL-_E phone �• 40 VD insurance co policy.4 Z:3 y04 Q ..c company name: - - address: ' city phone Insurance co Policy s.- --.-- Attnch additional sheet if necessan• _ ... .+...:;�r'�,�_=.,_ -• ' •' � '�':r,:�._ __,,�- '•� Failure to secure coverage as required under Section 25A of`1GL 152 can lead to the imposition of criminal penalties of a tine up to S1.500.00 and/or one years' imprisonment as Nell as civil penalties in the form of a STOP NVORK ORDER and a fine or5100.00 a day against me. 1 understand that a copy of this statement may be forty arded to the Office of Investigations of the DIA for coverage verification. I do herebt•certifi•under the pains and penalties of perjury that the information provided above is true'andcorrect. Sienawre i`" _Date Id A Print name /lK- —Phone = -771—1.4 - - '-i_...is- official usc'anh do not N rite in this area to be completed by city or tuwn official ein or town: permit/license it rlBuilding Department oLicensine Board O check if immediate response is required Selectmen's Office C]Health Department contact person: phone p; fnOther b�.uJ i PJAI Subcontractors Insurance Certificates As of 5/16/2005 Sub Contractor General Liability Workers Comp 2005 Status A Concrete Answer 06/28/03 06/28/05 08/27/03 08/27/05 508-420-1997 OK Concrete work Airtech 7/25/03 07/25/05 9/19/03 9/20/05 508-945-2466 OK Copper All Cape Garage Door 6/1/03 6/l/05 6/1/03 6/l/05 508-398-2757 OK Garage doors Aluminum Products of Cape 8/15/03 ' 08/15/05 8/15/03 8/15/05 508-394-8546 OK Storins, screens, -alters American Floors 3/4/03 03/04/06 508-362-6400 OK Oak floors Brian Tracey Arne Excavating & Paving 7/14/04 7/14/05 . 7/30/04 7/30/05 508-748-2060 OK Excavation James Arne Assurance Excavation Inc 08/01/03 08/01/05 11/20/03 12/24/05 508-771-7410 OK Excavation Res. Mamt Res. Mamt Jeff Brown Atlantic Kitchen and Bath • 04/01/05 04/01/06 04/01/05 04/01/06 Bob Gluskin OK ATC Ceiling Systems 8/8/02 8/8/05 10/3/03 10/3/OS 508-420-2053 OK Suspended ceilings Alan Conlon Averinos, Anthony 7/20/03 04/06/05 I 7/20/03 7/25/05 508-362-2762 Requested new GL certificate Tile Baltic Security 5/6/03 5/6/05 508-833-0996 Has exemption from state for worker's Alarms comp insurance. Requested al certificate Page 1 5/16,4i5 Baxter Inc 8/l/03 8/1/05 10/6/03 10/6/05 508-775-0375 OK Frame Labor Baxter, Nye & Holmgren 01/25/04 1/27/06 8/20/04 8/20/06 508-428-9131 OK Engineers Bayside Electrical Contr. 10/05/04 10/05/05 08/18/04 08/18/05 508-771-7270 OK ECe c tric ian Bortolotti Construction 3/7/03 3/7/06 3/7/03 3/7/06 508-771-9399 OK Fill, loam Boston Closet Co 11/16/04 11/16/05 11/16/04 11/16/05 Moe Delaney OK BSC Group 01/01/04 . 01/01/06 01/01/04 01/01/06 508-778-8919 OK Surveyors Budden , Robert W. l/l/04 l/l/05 2/20/03 2/15/05 508-775-3988 Requested updated certificates Oak floors Cabral's Masonry 11/10/04 11/10/05 8/20/04 8/20/05 Michael Cabral OK Campbell, William 8/26/04 8/26/05 7/13/04 7/13/05 508=790-3517 OK Painter c:508-367-1238 Cape Cod Closet Systems, 06/30/04 06/30/05 06/30/04 06/30/05 508-888-4376 OK Mattes, Ronald J. Closets Cape Cod Concrete Pumping l/1/04 09/01/05 9/l/03 9/l/05 508-420-2800 OK Cape Cod Fireplace Shop 4/5/03 4/5/04 11/30/03 11/30/03 508-775-2511 Requested updated certificates Gas log Cape Golf Construction, 4/22/04 4/22/06 4/11/04 4/11/06 508-362-3005 OK Tom Kennedy Excavation Carpet Barn Inc. 111105 l/l/06 1/1/05 1/l/06 508-548-1443 OK Carpets Central Vacuum House 12/01/04 12/01/05 12/01/04 12/01/05 508-420-5622 OK Div of EF Winslow Plumb & cl: 508-826-0029 Heating Inc Eric Branzetti Central Vacuum Chaves, Robert 08/13/04 08/13/05 12/17/04 12/17/05 508-362-9929 OK ECectrician City Crane 07/29/04 07/21/05 08/10/04 08/10/05 OK Frame Labor Clancy, John 07/01/04 07/O1/05 11/01/04 10/01/05 508-477-3266 OK 11ason Contractor Page 2 5/16/05 Costa, Christopher 1/22/04 1/22/06 Prof Liab:5/23/04 Prof Llab:5/23/05 508-548-6424 OK Omni Environmental on,�i-:2/21/03 omni:2/21/06 Systems Engineers Coy's Brook, Inc 4/24/04 4/24/06 9/21/04 9/21/05 508-394-8442 OK Landscape Creswell Siding 5/19/03 5/19/05 4/19/03 4/19/05 508-775-4285 OK Siding Steve Creswell Cunningham Construction 1/31/04 1/31/05 Requested updated certificates Siding Dartmouth Pools & Spas l/l/05 1/l/06 111115 l/l/06 508-998-7100 OK Pools ands as Davids Building & Remodel l/l/05 1/l/06 6/14/04 6/14/05 508-428-4154 OK Interior trim Dave Vankleek Dave Schafer Drew Electric 1/21/04 08/28/05 8/28/04 8/28/05 508-778-0723 OK Electric Duffley, Michael 4/1/04 4/1/05 4/8/04 4/8/05 C:508-737-6474 Requested updated certificates Framer Eaton Construction 11/30/04 11/30/05 12/04/04 12/04/05 Randy Eaton OK Foundation painting Fucillo Construction Inc 10/20/04 10/20/05 10/23/04 10/23/05 508-540-2821 OK concrete GAF Engineering 09/01/04 09/01/05 07/22/04 07/22/05 OK engineering Gardner Concrete Forms 05/01/04 05/01/06 05/01/04 05/01/06 508-759-5630 OK foundations Govoni Land Services 5/31/03 5/31/05 07/04/03 09/20/05 508-400-2111 OK Lot ctearing Peter Govoni Hill Construction 4/29/04 4/29/06 8/14/04 8/14/06 508-888-8154 OK David Hill Framing contractor Horsley Witten Group Inc 12/13/04 12/13/05 ' 05/01/04 05/01/05 Requested updated certificate Engineering In Place/DM Design 01/20/04 01/20/06 02/18/04 02/18/06 OK J & J Concrete 7/11/04 7/13/05 01/01/05 01/01/06 508-457-1131 OK Foundations Page 3 5/16/05 JAG Cleaning Corp, 5/7/04 5/7/05 08/25/04 8/25/05 508-477-7497 Requested updated certificate , M&M Cleaning Cleaning Jalbert, Ned 04/15/15 4/15/06 508-836-9999 Requested updated certificate James Construction 07/11/04 07/11/05 Johnson, Steven 04/25/04 04/05/06 04/25/04 04/05/06 OK Framer Joyce Landscaping 11/15/04 11/15/05 04/07/04 04/07/05 Chris Joyce Requested updated certificate Kitchen Appliance Mart and 8/12/04 8/12/05 1/1/05 1/1/06 508-771-2221x4 OK Electronics Appliances Kitchen and Bath Designs 02/04/04 02/04/06 10/07/04 10/07/05 OK Unlimited Kitchen Creations 3/30/04 3/30105 01/22/04 1/22/05 508-775-5311 Requested updated certificates Cabinets L & M Glass Co, Inc 5/1/04 5/1/06 5/1/04 5/1/06 508-778-6888 OK Mirrors, shower doors Lauder, Jeffrey R. 12/09/04 12/9/05 I 508-420-0538 OK Bobcat i 1 221-1046 LHS Construction Inc 4/1/04 4/1/06 4/1/04 4/1/06 508-564-7877 OK MacDonald Concrete 01/09/04 01/09/16 04/07/04 04/07/06 774-219-1012 OK Finishing MAP Insulation Co, Inc 3/1/04 10/l/06 Umbrella: 508-888-3599 OK American Building Systems 3/1/04 3/1/06 Peter Taylor Insulation 8/1/04 8/1/05 Meagher Construction 6/19/04 06/19/05 06/23/04 6/23/05 508-726-3202 OK Framer RA Mitchell 08/04/04 08/04/05 01/01/05 01/01/06 OK Generators Morse, Richard W. Sr. 3/10/04 3/10/06 7/30/04 7/30/05 508-888-8489 OK Cellar floors MTF Custom Finish 3/5/04 3/5/06 3/5/04 3/5/06 508-888-3075 OK Interior trim I Mike Fitzpatrick Northern Sealcoating Inc 7/1/04 01/22/06 4/1/04 4/1/06 508-398-9474 OK Driveways (paving) Omni Environmental 01/22/05 01/22/06 02/21/04 02/21/05 Matt Costa OK Systems Page 4 5/16/05 Septic Design/Testing Pride Flooring. 6/13/04 6/13/05 6/15/04 6/15/05 508-420-8727 OK FCoor InstaCCation Pro Fence 3/26/04 3/26/06 3/26/04 3/26/06 508-394-4800 OK Custom Fencing R & H Construction, Inc 2/15/04 2/15/06 12/21/04' 12/31/05 508-540-9074 OK Excavation Race, D Michael 11/l/04 07/30/05 8/6/04 8/6/05 508-759-9794 OK Race Framing Framer Reed, Mel 7/21/04 7/21/05 1/21/04 7/21/04 508-775-1616 OK Sheetrock Scannell, D.A. Well Drilling 9/12/04 9/12/05 09/20/04 9/20/05 508-477-2811 OK Wells Seaside Alarm 02/25/05_ 02/25/06 02/10/05 02/10/06 OK Sethares, Mark 6/16/04 6/16/05 6/16/04 6/14/05 508-548-0507 OK Foundation Shaw Woodworking 04/19/05 04/19/06 02/24/05 02/24/06 Jim Shaw OK Cabinet Maker Stewart Painting 07/29/04 07/29/05 07/15/04 07/15/05 Sheldon Stewart OK Terra Nova Marble & 7/l/04 7/1/05 7/1/04 7/1/05 800-570-1526 OK Granite Triple Crown Construction 07/30/04 07/30/05 12/12/04 12/12/05 508-833-6500 OK trim I Kevin Fitzpatrick Weller& Assoc 08/15/04 08/15/05. 508-775-0735 OK Engineers Whiteley, W. Vernon 10/01/04 10/01/05 10/3/04 10/3/05 508-945-1100 OK Plumbing & heating Server/Subs and Vendors/Certificates of Insurance 2002.doc Page 5 5/16/05 /�r, 'too�rrnrooarur,�l�� n��/ll.aJJrzc�adE((d BOARD OF BUILDING RtGULATIONS LlCeliSe: CONSTRUCTION 8UPLRVISOt2 Number, 006645 61rt id te;1.04%1§/1956 i �.• __ I_ r .._-:..IIIIII dI1,191j.0 Tr. no: 7.2256 BRIAN T DACEY' NTRNBROOK LN ., )�,I,, C�NT�RVILLE, Mn 02�3'2 --Act ny C mile oner r. MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-18-2005 DATE OF PLANS: 9/29/05 TITLE: CONNELL RESIDENCE PROJECT INFORMATION: 350 WINDSWEPT WAY, OSTERVILLE COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 937 Your Home = 831 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2873 3'0.0 0.0 101 k WALLS: Wood Frame, 24" O.C. 4968 19.0 0.0 291 GLAZING: Windows or Doors 787 0.350 275 DOORS 68 0.400 27 FLOORS: Over Unconditioned Space 2873 r9.0 0.0 136 ------------------------------------------------------------------------------- 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 equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date r� MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 CONNELL RESIDENCE DATE: 10-18-2005 Bldg. Dept. 1 Use CEILINGS: [ J 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ) 1. U-value: 0.4 Comments/Location FLOORS: [ l 1. Over Unconditioned Space, R-19 Comments/Location 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 and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ l 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. HVAC 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. [ ] I 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. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-11, 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 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 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 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 ----NOTES TO FIELD (Building Department Use Only) ------------------------- � . i i Affidavit of Substantial Financial Interest (, $12mN T. DXg Y of J' &L6i on oath depose and state as follows: _ Parcel 1. I am an applicant for a building permit fortheme located at Map 3�s✓` /it Q- L. The address of the property i 1& 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. months from toda 's date, which is /D /as! oS , the 3. Within in the last twelve moot Y following individuals or entities have had a 1% or greater it al r eI bl ch is lnterest in the real property which is the subject of the building p application identified in paragraph 1 above: Name Address GY STr4 Nd9,eBce-S aG� 7 0N17F-D a'pfTlo,vs << c 4-T 9G a 's date which is I ObL:!0�I have had 4. Within the last twelve months, from tod y , :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: MaplParcel Address 5, Within this calendar year, I have submitted building permit applications for property in Which 1 have a 1% or greater legal or equitable interest. g, Within the last ten days, ! have subm itted _.building permit applications for a 1%or greater legal or equitable interest. property in which I have 7, Within this month, l have submitted () building permit applications for.property in which I have a 1% legal or equitable interest. g, 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,,thisZS '(day of QC}ade/`, 200 _ - 1 2001-00501affin r L . BAYSIDE BUILDING PERMITS OBTAINED SINCE 10/26/2004 3 3 3 3 STREET # 3 LOT # 3 VILLAGE 3 APPLIED OBTAINED 3 1) 199 WHITEHALL WAY HYANNIS O1/21/05 02/16/05 2) 39 SHEARWATER WAY HYANNIS 02/03/05 03/02/05 3) 24 HOOLYHOCK DR W. BARN 09/28/05 10/03/05 4) 101 LAKESIDE DRIVE EAST CENTERVILLE 09/29/05 10/04/05 OCT-18-2005 16:08 MURPHY 8 MURPHY 15087753720 P.01i01 03.123/200'5' 10: 47 50842B3115 SULLIVAN ENG INC PAGE 02 r! SUBDIVISION PLAN OF LAND TN BARNGTAGLE � .... 8exte C NYs, Inc.. Surveyors 53, 4 ePF'17 11. lose too ` _ f .eo WA Y LCI 1� no A./U/d.M �•1 O to w( ('. CLA117 / A" 032 TRAP-- . Gov , ,J �1 . e.• fr Qa' � , � , a , Z34 a t s . u or J � _ % •o CA � CA suoeivl■-on of Lot sa �{ Shown an Plen 15z!4-B4 en.iZ t Piled vltr curt, a! title No. 4 $a es I Registry District of esrnot■ole county AOV S.pr.[I nrtl/Jlyffl a/ tifll et ! t 1 PI lature ror 1s70 / l��L p� CQryYOQ �_.-�_ 9y CAr rxjir t, v � e►r0s ve wleo f.� j �j -` _ ate.. A De ``�1.�`1 f"_ LAM l�ll my rray W'T7Cf t to. logo 3 — 10" 10e -4W a w JA0 TOTAL P.01 ' Dot.a 997 s 1 1 8 133-24--2005 3: 13 C t f_'= 176213 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED OYSTER HARBORS CLUB, INC., a Massachusetts corporation, of Box 2067, Barnstable, Osterville, (Oyster Harbors) Barnstable County, Massachusetts (02655), .for consideration paid in the sum of One Million Seventy-Five Thousand and 00/100 ($1,075,000.00) Dollars, grants to WILLIAM C. CONNELL, of 860 United Nations Plaza, Apartment 99C, New York, NY 1001 7 with Quitclaim Covenants, that certain parcel of land located in Barnstable,Osterville(Oyster-Harbors), Barnstable County, Massachusetts, more particularly described on Exhibit A attached hereto and incorporated herein by reference. Said land is conveyed subject to and with the benefit of those matters set forth or referred to on said Exhibit A and Exhibit B attached hereto and incorporated herein by reference. IN WITNESS WHEREOF,OYST2RHARBORS CLUB,INC.,has hereunto set its corporate hand and seal and caused these presents to be delivered in its name and bphplfby JOFrN M.KAYA JAN, its President, and RICHARD M. O KEEFFE, its Treasurer, as of this day of .. 2005. OYSTER HARBORS CLUB.INC. 1 ? i I ^. t JOHN N1. KAYAJAN,,President and not individually By: RICHARD M. O'KEEFFE, Treasurer and not individually i COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this _ day of /�� jam, 2005, before me, the undersigned Notary Public, personally appeared JOHN M.KAYAJAN,proved to me through satisfactory evidence of identification, in the manner set forth immediately below,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose as President of OYSTER HARBORS CLUB,INC. Identification based on at least one current document issued by a federal or state government agency,bearing the photographic image of the face and signature of the individual being acknowledged. Identification based on the oath or affirmation of a credible witness unaffected by the document or transaction who is personally known to me and who personally knows the individual being acknowledged. Identification based on my personal kiu,wledge of the identity of said principal. I Attach official seal here Notary Public My commission expires: --FIE _mu"Hy JR. Notary Public COMMONWEALTH OF MASSACHUSERS My Commlulon Eaplreo July 30.2010 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 1�4 day of �)A�Ael , 2005, before me, the undersigned Notary Public, personally appeared RICHARD M. O'.KEEFFE, proved to me through satisfactory evidence of identification,in the manner set forth immediately below,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose as Treasurer of OYSTER HARBORS CLUB, INC. Identification based on at least one current document issued by a federal or state government agency,bearing the photographic image of the face and signature of the individual being acknowledged: Identification based on the oath or affirmation of a credible witness unaffected by the document or transaction who is personally known to me and who personally knows the individual being acknowledged. I 2 j Identification based on my personal knowledge of the identity of said principal. Attach official seal here Notary Yubtc` My commission expires: HENRY L. MURPHY JR. Notary Public COMMONWEALTH Oi MASSACHUSErT My COM'""On E4pires July 30,20r0 i I c 3 i EXHIBIT A The land togetherwith improvements thereon located in Barnstable,Osterville,Oystcr Harbors, Barnstable County, Massachusetts, more particularly described as follows: Lot 231, Land Court Plan 15354-132. There is conveyed as appurtenant to said land, a right of way for all purposes on foot or by Vehicle, including the installation of utilities in common with all others now or hereafter entitled thereto over the roads laid out on Oyster Harbors and shown as Lots A-P,Laud Court Plan 15354-84. Said Lot is conveyed subject to and with the benefit of a Declaration of Development Restrictions Oyster Harbors-III dated November 20, 2003, filed with the Land Registration Office Barnstable County Registry of Deeds as Document No. 954,316. For title, see Certificate of Title No. 151408. Property Address: 350 Windswept Way, Barnstable (Osterville), Oyster Harbors, Barnstable County, Osterville, MA 02655 There is conveyed as appurtenant to Lot 231, Land Court Plan 15354-132 ("Premises"), a non-exclusive perpetual right and easement on the land and structures more particularly described in Exhibit "B" (pages 1 and 2) attached hereto and incorporated herein (the "Easement Area"), which shall run with the Premises for the purposes of swimming, sailboating, sunbathing and sailboarding; provided, however, that this Easement herein granted is not intended to preclude the Grantor, its successors or assigns, or others so entitled from using the land and structures hereby conveyed. Grantee's right to use the Easement Area and access thereto shall be subject to the rules and regulations of the Grantor,as the same may be implemented or amended from time to time. Grantor shall not be responsible for maintaining any insurance on the Easement Area and shall accrue no liability for the failure or refusal to maintain any such insurance. Grantee shall indemnify and hold Grantor harmless from and against any and all actions, suits, claims, damages, losses, costs and expenses, including reasonable attorney's fees, arising out of or in connection with the Grantee's, their agents', invitees', or licensees' use of the Easement Area. The term"...use of the Easement Area..."as used herein shall include travel to.and from the Lot and the Easement Area. Grantee, for themselves, their heirs, successors and assigns, hereby waives their rights against Grantor, its members, directors, employees, successors and assigns, for any and all claims, including those for negligence and/or gross negligence, arising out of the Grantee's,their agents', invitees',its and their guests,or licensees' use of the Easement Area and access thereto. A-1 The dock area shall only be used by Grantee for the reasonable loading or discharge of cargo or passengers in such manner as will not unreasonably interfere with use thereof by others entitled thereto. Further,motor vehicles may be parked in the parking area adjoining the dock and beach areas only on a temporary basis to load and unload said vehicles. Grantor reserves the right,but shall not be obligated, to alter,maintain, construct, or reconstruct the dock area and parking area as it may determine appropriate, and no interruption or inhibition of the use or availability of the dock area shall constitute a breach or violation of the easement and right of way granted herein and the Grantee, for itself, its heirs, successors and assi mis waives all claims,rights and remedies(legal and equitable)in connection with any such interruption or inhibition. A-2 I i LV .1. �V.i� J..4U1 I .L_L 1U11 UU1VVJ..L L. I .U1J14 -I 114.J L11.l11�.. .1.. • v .. EXHIBIT "B" That portion of the Beach and the Dock owned by Grantor being the northeasterly 50 feet of said Dock and an adjoining area of the Beach ruining northeasterly 75 feet from said Dock and 50 feet southerly from mean high water. Being located near the northwesterly comer of Lot 36, Plan 15354-84, and being shown on the sketch plan to be attached hereto prior to recording. Also access thereto on foot and vehicle over so much of the roadway over Lot 137, Plan 15354-106, and Lot 36, Plan 15354-84, as may be designated by Grantor for access to the above- described Beach and Dock areas. Subject to the right to relocate said access as long as Grantee shall have continuous access, except during such periods as the same may be prevented by Act of God or causes beyond Grantor's control, over a strip of land at Ieast fifteen (15) feet in width to and from the above-described Beach and Dock areas and a portion of Lots A-P, Plan 15354-84 adjoining the same, over which Grantee has a right of way. For title, see Certificate of Title No. 119536, K:\OHC\Sale of Lots\Connell William C\Quitclaim Dced.wpd B-1 DDC1954,316 01-88-2M4 31e5 BAN67ABLE LAND Cft W RE619M l DECLARATION OF DEVELOPMENT RESTRICTIONS-III Oyster Harbors i WHEREAS, OYSTER HARBORS CLUB,INC., of P.O. Box 2067, Osterville, Massachusetts (02655), a Massachusetts corporation (the"Club" and/or the"Grantor") is the owner of the land described on Attachment 1 as belonging to it(the"Parcels"or"Club Land"). WHEREAS, the Club also is the owner of land described on Attachment R ("Lots" or singularly a"Lot")comprising lots adjoining or proximate to portions of the Club Laud; and WHEREAS, the Club declares that it is for the benefit of the Club Land to impose certain development restrictions on such of the Lots as maybe conveyed by deed expressly reciting that said Lot is conveyed subject to and with the benefit of those development restrictions herein set forth to preserve the ecological integrity and natural beauty of the area surrounding,and to enhance the value of the Club Land and the other Lots in harmony with the Golf Course,hereinafter defined,and the various homes owned by Members of the Club adjoining or near the Golf Course and certain of the Lots; and WHEREAS, the Club intends to subject only its land described on Attachment I to these development restrictions and does not intend that these development restrictions shall,apply to any other land now or hereafter owned by it;however,it reserves the right to impose these development restrictions on such land now owned or hereafter acquired by the Club which by recitation in the deed from the Club expressly indicates that such land is conveyed subject to and with the benefit of these development restrictions. NOW THEREFORE, in consideration of the foregoing, the Club hereby declares, subject always to the express provisions of this instrument set forth in Section 16, that all of the Lots are subject to the following development restrictions which shall operate as covenants running with each Lot for the benefit of each and all of said Lots,the Parcels and their respective owners,present and future,and the Lots shall be held,mortgaged,transferred,leased,encumbered,conveyed,improved and occupied subject to the restrictions hereinafter set forth, which are intended: (i) to create equitable servitudes upon each of the Lots,in favor of the Club Land; and(ii)to create a privity of contract and estate between the grantees of the Lots, their heirs, successors and assigns and the owners of the Club Land. Said restrictions are not intended to create a common scheme and shall be enforceable only as provided in Section 16. DEFINITIONS Appurtenant Facilities: Pools,gazebos,tennis courts,paddle tennis courts,tool sheds,and other facilities commonly appurtenant to single family residential homes, including but not limited to walls,fences,other enclosures,walks, and driveways. i Lots: The land of the Club described on Attachment 1 attached hereto. Additional Lots: Additional land which may be acquired by the Club which, if conveyed by the Club by deed which expressly subjects such parcel of land so conveyed to this Declaration of Development Restrictions-" shall thereafter be deemed a"Lot" and be subject to and have the benefit of this Declaration of Development Restrictions-III. Structure: A building intended for human habitation or use,including,without limitation,parts and additions appurtenant thereto, and whether adjoined or subjoined, such as, but not by way of limitation,garages. Parcels: Various parcels of land belonging to the Club. Plans: The plans described in Attachment 1. Golf Course: The land presently comprising Lots 120, 123, 125, 128, 131, and 134,Land Court Plan No. 15 354-105,supplemented or diminished from time to time by the sale or acquisition of land j by the Grantor,its successors and assigns,which land had theretofore or is thereafter used as portions of a golf course. Adjoining: The term "adjoining"shall, in addition to its normal meaning, where the context so admits include land which, except for intervening streets or ways, is contiguous to Club Land or other premises which are benefitted by these development restrictions. RESTRICTIONS AND EASEMENT: 1. No Lot shall be further subdivided. 2. No Structures or Appurtenant Facilities of any kind shall be constructed on a Lot nor shall any trees, shrubs,plants, or other naturally occurring vegetation be removed liom the Lot until plans, based on reasonable design standards, specifications, site location and final elevations are approved in writing by the Design Committee of the Club in accordance with the provisions of Schedule A attached hereto, which approval shall not be unreasonably withheld or delayed. 3. Not more than one single family dwelling shall be erected on a Lot. 4. Each principal Structure shall not exceed 2'/,stories in height nor exceed 30 feet in height and any other Structure shall not exceed 1'/,stories in height nor exceed 25 feet in height,in each instance measured as the vertical distance from the mean of the finished ground level adjoining the entire Structure at each exterior wall to the ridge or highest point of the roof. All Structures erected on the Lot,except garages,shall contain a minimum of 2,000 square feet ofhabitable space. The method of determining the habitable area ofproposed Structures i -2- shall be to multiply the outside horizontal dimensions of the Structure at each floor level, excluding non-habitable garages, breezeways, decks, porches, patios, and terraces in the calculation of the minimum habitable square foot area. The design of all Structures, Appurtenant Facilities and improvements, including but not limited to mawidals, colors, textures,building shape,site orientation, landscaping and grading,shall, in the reasonable judgment of the Design Committee of the Club, be of a character harmonious with the natural beauty of the Lot and consistent with the Structure and Appurtenant Facilities on the Lot and Structures located on the Lots,the Parcels or the Golf Course(as herein defined), and shall be constructed so as not to flood or damage a public or private road, common drainage system or adjoining property. There shall be no flat roofed structures. 5. All Structures and Appurtenant Facilities shall be designed as and used for single family residences and no part of the Lot and no improvement thereon shall be used irk connection with the carrying on of any trade,service,business,or occupation of any kind whatsoever. 6. No temporary Structure shall be built upon any Lot other than those necessary and used in the course of construction of permanent Structures and all such temporary Strictures shall be removed immediately upon completion of any construction. No mobile home, trailer, recreational vehicle or similar temporary or movable vehicle or structure shall be used for residential purposes on any Lot or permitted to remain on the Lot, provided that,(i)to the extent allowed by applicable law, a trailer or shed may be placed on a Lot during active construction thereon for a period not to exceed six months and (ii) said facilities may be located on a Lot if they are kept within a Structure or Appurtenant Facility and are not visible from any street or way, any of the Parcels or the Golf Course(as hereinafter defined). 7. No Structure or Appurtenant Facility shall be erected within 50 feet of any Lot line that creates a boundarybetween the Lot and the Golf Course,owned,operated,and/or maintained by the Club or within fifty feet (50) of the sideline of any then existing street or way adjoining the same or within twenty feet(20') of any other boundary line of stud Lot. All such Lots are subject to the rights and easement of persons lawfully entitled to use the Golf Course adjacent to a Lot,to enter a Lot solely for the purpose of retrieving or playing a golf ball. 8. No laundry shall be hung on the exterior of any Structure or elsewhere on a Lot to be visible from any street or way,or the Parcel. 9. No unregistered motor vehicles shall be stored or repaired on a Lot. 10. Each driveway shall be covered with a material and constructed in a manner approved by the Design Committee of the Club in accordance with Schedule A attached hereto. 11. No combustible fuels shall be stored above ground on a Lot unless stored inside, and used in, the interior of Structures. -3- 12. No wall, fence,or hedge over six feet(6)in height shall be erected,planted or maintained on a Lot until after the height, type, and approximate location thereof shall have been approved in accordance with the provisions of Schedule A attached hereto. Hedges shall be kept neat and trimmed at all times to conform to this restriction. 13. No animals other than commonly accepted domestic pets shall be kept on a Lot or in any Structure or Appurtenant Facility. No signs of any kind shall be displayed except one giving the name of the occupants or a"For Sale"sign pertaining to said premises and not exceeding a size of two feet by two feet(2'X 2). 14. No boats shall be stored on a Lot,except if enclosed in a garage that is part of a Structure and not visible from any street or way,or the Parcels. 15. Nothing shall be done and no condition shall be allowed to continue which is or may become a nuisance,including the conduct of activities resulting in noise disturbing to those using the Golf Course,to a Club Member who is the owner of any lot adjoining the Lot,or the Club. If vacant,a Lot shall be kept free of accumulations of brush,trash,or other materials which may constitute a fire or other hazard and after thirty(30) days prior written notice to the owner thereof,the Club shall have the right to enter on any Lot for the purpose of clearing away such accumulation, and the cost thereof shall be assessed against the owner. 16. The Club or its single designated successor or assign shall have,in its sole discretion, the right to enforce,waive or release,in whole or in part,the application of any provision hereof to a Lot or Lots, including, without limitation, the application of Paragraph 4 hereof, provided however, that if the architecture of the proposed Structure is appropriate and compatible with all other design standards specified herein or in Schedule A then a Structure with a minimum space of but no less than 1,500 square feet of habitable space may be permitted in accordance with the provisions of Schedule A and subject to the provisions thereof. The Club reserves the right to include in any deed.or other instrument hereafter made and relating to the Parcels or other land owned by it,any restrictive covenants or other provision not inconsistent with those herein contained including the right, but not the obligation, to impose these restrictions on land exclusive of the Lots from time to time owned by the Club. With respect to the land described on Attachment 1 ardy, the Club reserves the right to impose these restrictions on any of the Additional Lots. If any portion of this Declaration of Development Restrictions-III shall be determined to be invalid or unenforceable,the remaining provisions hereof shall continue in full force and effect. 17. The owner of a Lot,excepting and only to the extent such owner shall be the Barnstable Land Trust, Inc., or an entity described in the United States Internal Revenue Code, Section 170(b)(1)(A)(i-vi),as from time to time amended,which retains the Lot in its undeveloped natural state for conservation purposes,shall become a member and abide by the rules of the Oyster Harbors Property Owners Association, Inc., with an address at Oyler Harbors -4- Property Owners Association, Inc., P.O. Box 2066, Osterville, Massachusetts (02655) ("OHPOA') or its successor organization invested with the power and authority of the OHPOA as of the date hereof. 18. The restrictions herein set forth shall be effective for a period of ninety-nine (99) years commencing on the date of recording hereof, subject to the provisions of Massachusetts General Laws Chapter 184, Section 27. 19. No excavation shall be made on any Lot except for the purposes of building a Structure thereon,and construction of all Structures on any Lot shall be completed within one(1)year from the date of commencement of excavation or other building operation. Completion shall include, without limitation, exterior 6inishing, landscaping and driveways. During the months of June,July and August no construction activities shall be permitted on Saturdays, Sundays or legal holidays of the Commonwealth of Massachusetts,nor shall such activities commence on any day before 7:00 a.m. Daylight Standard Time. 20. No Lot shall be leased for rent or occupancy for any period less than ninety(90)days. 21. Upon completion of construction of a Structure or Appurtenant Facility, and upon written request of an owner of a Lot certifying a need therefore, arising from a pending sale or refinancing of said Lot the Club shall,if appropriate,issue a Certificate of Compliance for said Lot, substantially in the form attached hereto as Attachment 2. i -S- IN WITNESS WHEREOF,Oyster Harbors Club;Inc.,has caused these presents to be signed, seale acknowledged and delivered by JoHN M. KAYAJAN, its President, and l Q CPe?,rc its As"Matt/l'reasurer who have hereunto set their respective hands and seals as of this 20'n day of November, 2003. OYSTER HARBORS CLUB,INC. By:. ohn M.KaAan,P ent and not individually By:, R1ch o'Keeffe , Assistant/Treasurer and not individually COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Date:_f 2-S./,4, Then personally appeared before me the aforementioned JoHN M.KAYAJAN,as President of OYSTER HARBORS CLUB,INC.,and acknowledged the foregoing to be the free act and deed of said corporation,before me, Z.4'" "/� Notary ubliC Susan R. Abbott My Commission Expires: 05 COMMONWEALTH[ OF MASSACHUSETTS Barnstable, ss. Date: A-A0 Then personally appeared before me the aforementioned&sLeZd QP ffe,, as --,4 /Treasurer of OYSTER HARBORS CLUB,INC.,and acknowledged the foregoing to be the free act and deed of said corporation,before me, -2-z Notary Public Pnyllis.M. welby, My Commission Expires: 7/!� -6- ATTACHMENT I That registered and unregistered land described on the following Plans, with any improvements thereon,located at Oyster Harbors,in the Village of Osterville,Town and County of Barnstable, Massachusetts. References to Plans are to Land Court Plans filed in the Land Registration Office,Barnstable County Registry of Deeds,and references to Plan Book are to Plans recorded in the Barnstable County Registry of Deeds Plan Books. A. Club Land-the Parcelsz.z. 1. Lots 120, 123, 125, 128, 131, and 134,Plan 15354-1051and Lot 1,Plan 15354-37 2. Lot 144,Plan 15354-110 3. Lot A-1,Plan Book 375,Page 4.2,Barnstable County Registry of Deeds, (6COK: ,,// J PS ; 1 4. Lot 36,Plan 15354-84; Lot 137, Plan 15354-106;and Lot 132, Plan 15354-105 For title to Oyster Harbors Club, Inc.,Registered land, see Certificate of Title No. 119,536. B. Lots / 1. Lots 205 and 206, Plan 15354-129 ✓ j ✓ 2. Lots 219, 221 and 222,Plan 15354-131 3. Lots 23l,232 and 234,Plan 15354-132 For title to Oyster Harbors Club,Inc. see Certificate of Title No. 151,408. -7- J.J• lam• :.1 e V J .L l 1)J 1 1.1, J-U l l :/J A 0 V 1.l 1.:•e .e l ll l l 1.1 1 i •e e e e:1 1 1 N e •.. ATTA(.'HMENT 2 CERTIFICATE OF COMPLIANCE In witness whereof,the undersigned,being a duly elected and authorized representative of the Oyster Harbors Club, Inc., a beneficiary of those certain Declaration of Development Restrictions-III Oyster Harbors,being Document No. , that affect the land more fully described on Exhibit A attached hereto(the"Land')does hereby certify that: As of the date hereof, the Land is in compliance with Paragraphs , and of said Declaration. Executed as a sealed instrument this day of , OYSTER HARBORS CLUB,INC. By: See Clerk's Certificate Attached. COMMONWEALTH OF MASSACHUSETTS ss. Date: Then personally appeared before me the aforementioned ,to me known and known by me to be the of Oyster Harbors Club,Inc., and acknowledged the foregoing to be his/her free act and deed,before me, Notary Public My Commission Expires: -8- SCHEDULE A To: Declaration of Development Restrictions-III Oyster Harbors: Dated 2003, and filed as Document No. in the Land Registration Office at Bainstable (the 'Restrictions"). Unless otherwise defined herein, capitalized terms shall have the meaning set forth in the Restrictions. The purpose and intent of this Schedule A is to preserve the ecological integrity and natural beauty of the land surrounding the Parcels,to enhance the Club Land values mud that of the Lots,and to create a common scheme for the development of the Lots. The concept of architectural design review has a long and successful history of assisting in the preservation (if the value, character,and amenities of a residential community. The quality of site planning, architectural design, construction,and landscaping determine to a great extent the character and visual appeal of a community. A design review process has been established by Oyster Harbors Club,Inc. (the"Club"),to help preserve the special character of the Oyster Harbors community. (a) Procedure. No building, fence, external wall, driveway, Structure, or projection from a Structure (even of a temporary nature and whether or not affixed to the ground), pools, gazebos, tennis courts, paddle tennis courts, tool sheds, plantings, and other facilities commonly appurtenant to single family residential homes, shall be commenced, erected, maintained, approved, or altered nor shall any grading, excavation,tree removal,planting, change of exterior,or other work which in any way alters the exterior appearance of any Lot or improvement, be commenced, erected, placed, or maintained until adequate plans, specifications, site plans,and other pertinent data showing the nature,color, shape height, location,dimensions,materials,landscaping,external decorations,and other information as may be required by the Club in writing have been approved in writing by the Design Committee of the Club(the`Design Committee")taking into account(i)harmony of design and location in relation to,and its effect upon surrounding structures,vegetation,topography, and the community design of the Oyster Harbors area and the Parcels; (ii)the character of the exterior materials; (iii)the quality of the exterior workmanship;(iv)landscaping that is adaptable to the climatic conditions of the natural environment, require minimum water usage and provides a subtle setting for structures;and(v)compliance with such other general specifications and conditions as may be set forth in writing by the Grantor and/or the Design Committee. Once any improvement has been approved by the Design Committee,alterations to the approved plans,or alterations to the improvement after construction shall also require prior review and approval of the Design Committee. Within ten(10)business days of the receipt of the application,the Design Committee shall review it for completeness. Two sets of drawings drawn at l"=20'scale showing as a minimum,contours and existing topography,superimposing footprints of all Structures and improvements and the location of all utilities and architectural drawings to a scale of VV_ -9- I V, showing floor plans including dimensions and exterior elevations shall be required. Exterior materials and color samples shall be submitted together with a construction schedule. If incomplete, the owner shall be notified in writing of additional information required. The Design Committee shall approve or disapprove, in writing, any plans submitted to it within twenty-one(21)days after all required data has been provided. Failure of the Design Committee to act on any proposed plans within said twenty-one(21)days shall be deemed approval of the plans as submitted. Any disapproval of plans shall be accompanied by a written statement of the reason or reasons therefore. All construction shall be in strict compliance with the plans as approved. A written approval executed by a person representing to be a member of the Design Committee and countersigned by the President, Treasurer, or Clerk of the Club when filed in the Land Registration Office of the Barnstable Registry of Deeds shall constitute prima facie evidence of approval of the plans and data therein referred to. Approval by the Design Committee shall not relieve any owner of his or her obligation to comply with all governmental laws,codes,and,regulations which may apply, and with the requirements of any permit or approval issued by any government body in connection with the development of the subject land. (b) With the intent of preserving the natural beauty of the Oyster Harbors community and enhancing the aesthetics enjoyed by Oyster Harbors Club Members,there shall be no clear- cutting of lots during the construction process. A border of 30 feet adjoining community roads and 20 feet adjacent to neighboring property shall be left in its natural state. Two(2) access driveways of less than 20 feet and as necessary, 6-foot paths for water, cable and electrical access can be clear-cut on the lot adjacent to the community roads. At such time as the property is to be landscaped, the natural peripheral border may be adjusted so as to comply with the approved landscape plans;such landscape activity shall be completed in 60 days; the owner of a Lot shall cause: (i) porta-potties and dumpsters shall be placed on site as unobtrusive as possible, enclosed behind imported shrubs as necessary; (ii) construction vehicles shall be packed on the construction property,not on community roads; (iii) construction worker noise,including radio,stereos and machinery shall be kept at a minimum and modified so as not to cause a nuisance and to respect adjacent property owners; and (iv) the construction crew shall inspect the site daily for debris and dispose of it appropriately. -10- (c) Enforcement. The Club shall be empowered as attorney in fact for all owners subject to these procedures by virtue of the Declaration of Development Restrictions-III to order any owner to change or remove any construction or alteration undertaken in violation hereof. In the event any owner fails to comply with an order of the Club, the Club may enter the Lot and correct such condition at the owner's expense, or at its option may commence legal proceedings at law or in equity as attorney for the remaining owners to recover damages or other awards for such failure to comply,or to enjoin the furtherance or continuation of such failure to comply,or both. Proceedings may be maintained irrespective of the waiver of any prior violation by the same or other owners,and the failure to enforce any one occasion shall in no event be deemed to be a waiver of the rights to do so thereafter as to the original breach or a breach subsequent thereto, and the owner shall indemnify the Club for all reasonable attorneys fees and costs associated with the Club enforcing its rights hereunder. Y-OHMevelopmed RestrictiortMe etopment Ratrictiom m•03.%pd ••11- BARNSTABLE REGISTRY OF DEEDS L, The Town of Barnstable Department of Health Safety and Environmental Services t6 Building Division �Eo� 367 Main Street,Hyannis,MA 02601 Office: 508.862.4038 Fax: 508-790-6230 i PLAN REVIEW Map/Parcel...^6 5 l 0 tA ��( Owner: -- project Address:�3 6 lR) I n L Svt e�� 1►1 Builder: au Q n c- The following items were noted on reviewing: �hnvY�O cal 1 V S (^tee ( See 2� C'�e c� - _ I . r A aV 1 r S ,5 �Y v 1 d e✓ Reviewed by: Date: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � 1 Map Parcel 001 Permit# �� -7 I Health Division 5 � � � 'y�J�,, o11Q Date Issued l a 'L 3�SIO(� stA I I se a� -�� c c/ d � Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH -Preservation/Hyannis Project Street Address 1 - i UJA Village l91r_n'I iQ.V i L L I'_ <;L, W11.1.bA4Uv i Owner IDG f3f)tL0 W a--CO. Address ,y�_7Q J/i�/_-Ll Telephone S0 8- - '7 h I f 0`-i I Permit Request 6605VRO A)( A2 Q&J b SW I yrt m J (°� :�?O�L , OD cxa Square feet: 1st floor: existing proposed 2nd floor: existing proposed Toti I new Zoning District Flood Plain Groundwater Overlay r� Project Valuation IVO 000, Construction Type ) j 4Q Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. v Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: O Yes ❑No Basement Type: ❑ Full ❑Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new p Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas O Oil ❑ Electric ❑Other Central Air: O Yes ❑No Fireplaces: Existing New Existing wood/coal stove: O Yes ❑No Q I 1 0, Detached garage:Cl existing ❑new size Pool: ❑existing knew size I$X38, Barn:O existing ❑new size Attached garage:O existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ L Commercial ❑Yes M No If yes,site plan review# Current Use fts k N b C 0-r� 41, Proposed Use S 61YA BUILDER INFORMATION Name dAR-rtAQL rt4 RDQ{,S 4 Sfl6s 1 Ud.Telephone Number �'SDSS - 99&- `7�o Z) Address SS o AT Pt-a!�5 4u 1 Sr License# Dy y 2.3� iU e u) QED r0 0Z is ., VN A Home Improvement Contractor# l 6p g� Worker's Compensation# LIJ Q- (001 10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO g Fs© /If,1. tail A U V' S j AU 13'Ld Q k 6 ico#Q•D , m (- SIGNATURE DATE - s FOR OFFICIAL USE ONLY PERK NO. i DATE ISSUED - o MAP/PARCEI-NO. ADDRESS VILLAGE OWNER t • DATE OF INSPECTION: FOUNDATION °�'°w10 lid l— t- ;� f �.-,,•ti,�' o y ; FRAME O �o s INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING ? LO o—G 6FLOW 7/a)64 DATE CLOSED OUT ASSOCIATION PLAN;NO. FISE Town of Barnstable �P ti Regulatory Services BASNSTABLE,A Thomas F.Geiler,Director 9�A 1H6 1AS.3S9 s6.39 ,�0 �F . ° Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: W6 A o cj.y lh 5W I M M I K) Estimated Cost NO,660 Address of Work: LD 1 o 31 W I AJ 1b S 0 k-A l 11A osr'R I 1 LL I Owner's Name: Ili 1 K)c— Date of Application: a• X3 —0 b I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: �►9-RTM o i 4 iPOC)IS q S P as i N4, I0 f R.IX 1 Date Contractor Name Registration No. OR Date Owner's Name Q:fomns:homeaffidav %j'i.•• .. is �. _�4i��,�. �+ t • BOARD OF-OWLDING REGUCATIQ CONSTRUCTION SUPERVISOR: �> Number, CS 004228 Birtltidate lOL' 10/2'.94 'WT Tr.nm 4481.0 RestftW: 00" NORRY LVES " S.K MT PLE ANT St " NEW BEDFOR , MA 02745 rroission4r '. ze Board or BtOlding-Regis fL s and?Scasti iy}x HOME 1 MT' ,. ReBis ; : . 109821 dorpo?ation DARTMOUTH P '$�; NORRY ALVES'•.` 880 MOUNT PLEA&S T:ST: r a NEW BEDFORD,MA 02745 ridr�iinissra � Milo E. t j s•��_R;W , T:!a SY: •�y�:�`:r4_a�ii;sii'�_-it3i��r 7f;• :E�, \ Si ...0. '. T: a\''•' .:'..�\: e FEB-23-2006 13:49 FROM: TO:5087750155 P.1/1 o� Town of Barnstable 0 Regulatory Services Thomas F.Geiler,Director i6J9. �0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-79M230 Property Owner Must Complete and Sign This Section If Using A Builder I, ftt-A v �L � ALL , as Owner of the subject property hereby authorize IN AQ�, ,Art6U l 8 P662 + S , s 100- to act on my beb Y, in all matters relative to work authorized by this building permit application for: i 131 490'slug'P V Aq' ©sItQJt1.L.G M (Address of Job) v�- Signature of Owner Date Print Name Q:F0RMS:0VV?4FJkPERM2S10N btain Link Fences must be a minimum of 48 inches in height(our suggestion use 60"height)and include a top 1/4"mesh)or sma rail. ton(A)Chain link mesh shall be 1 There are two(2)options to meet the restricted foothold recommendations:option resulting in a maximum diagonal 1/4 inches square opening not to exceed 1 e/a � I theastem Wire offers the Galaxy®galvanized(10 year warranty)or Spectra®polymer coated(15 y warranty) fence systems.Option(B)Chain link fence maybe provided with standard mesh sizes(2",21/4"or 2 3/8")when decorative slats are used and securely fastened to the top or bottom,and these slats reduce the maximum diagonal openings to no more than 13/4 inches. VE CTIA Chain Link . (Option(A) Chain Link Option(8) t-3t4" i �< ; i i `i. Gates Pedestrian access gates shall comply with fence material requirements indicated above.Gates shall open outwards away from the pool,shall be self-closing,,do a a self s e)shall have a self latching device. Gate a locking device.Gates other chart pedestrian access gates(i.e.:double g Gate H i n g e s Common Self-Closing Devices Gate hinges shall be selfklosing and properly installed following the manufacturer's recommendations. spring loaded gate hinge Sta-Klee closer W. T Common Self-Latching Device ay. Gate Latches •"r. The release mechanism for the self-latching device shall he located at east 54 inches from the bottom of the gate.We note that this requirement is more ~ easily fulfilled when using a 60 inch high fence system.Note:When the release mechanism is located less than 54 inches above the bottom of the �:. gate,the device shall be located on the pool side of the gate at least three inches below the top of the gate.The gate and the barrier shall have no _ opening more than 1/2 inch within 18 inches of the release mechanism. 1 (see page 11,fig. 1) j Auto-(etch I i I F E N C E S E L E C T 1 0 N GUIDE FOR SWVIMMING POOL APPLICATIONS ( ; g.l [� I III r II LI A 4 I�I1��c�lilc c I JNI IWa3d 80d 03aU10 321d S3dn.L/NJIS H108 J If' try 31y 1N3 2!`dd30 3NIJ z —11 -- 31` O d30 JNIQlif19 9`d1SN2�b8 �� „I L' El-M CI3M3IA3b SH J3130 3�0_ S u i - DD - - SMOKF D T CTOIZS REVIEWED „ 13 BA PLEBUILDI DEPT, DATE IF �> CO FIRE DEPARTMENT DATE f� CP BOTH SIGNATURES ARE REQUIRED FOR PERMITTING /n ( Lf�; C� M, FRONT ELEVATION � � Z 5CALE: 1/4' . V-0' J al C 0 of Goo YL 0 i a� w W 4 Fffl---]UH--J- - JE-1 - - w Qz z - - --- LLI w .. 11 SWEET Al RIGHT ELEVATION. JOB: 0411 sr—ALE: 114' . 11-0' DRAWN BY KW L1 01 Nk Ith LI.Ij Nk R '77 ii FHE H1,114- IJJ ICI H]IH L C Ltul 9 C 414� rf9::R FFTEN Li FF ptg-.p�gq�: v�npaqw ----------- C c REAR ELEVATION 0 Ll SCALE- 114* - V-O' 0 c O CL E-H > I P�p 90 7t A- m I -ti. 4� LI, r4 SWEET LEFT ELEVATION A�z I JOB, 0411 DRAWN BY ;77 / pr1 i'-d a'-o• 10'-O' 4'4 S'-°' 7i' 3'-•Y 7i• a � a � a a `��/ aR CATS IL6 F"2-" ZZ 9 4. I I Ga 2 3/^ie va' � a I i / II r• bPTD � I VQVCI I ® n Be vast i6 va' I - rrz I Iun+mwAL 1 ,r MAS OW 2gMa-2 TtrIP 2 MASTERDOM �,E ® LL.•2a•Ae&M Rook c �� d jl(t I H219 I 2-V W^is Ur i i ME c'1 P,u 2625 LM Ply 25 Me SCREENED 25 9/.Pft 7v � b r� II ® 2W OVAL PORCW .® 2T .CAT 6 PKT o 03 5 _ _ n PATIC G. I PGG 21526 � 21 ® ® I � C-1 cb� �: 25 5/45t 25 v4 PASM PANEL '`J/1 PTO��71 1 �/(�j�� \ PM DAM STUDY 95 Q/45t 71 We W OAK 3 __ to r ecaral a P=2EM crt P O MM I CI al C. a va5r 25 va' 31-W ® ,�.�. ® 5!vak T v4' -------------- ® 1 �--------------- � � �� 1 - t U 1 I s'-o• �GZ COVERED 1 b b i �G11 PMCW ®T1L8 !Q T1LE I /�'// I I m 11 1 I ) , 91flP'�t7W 07%0 i,UPI 93 si uNC oP G4 i� q� � I I A ® CpATiiFSRAI. 1 1, CJ PAN. Fn E ` FL 1 I wa i ® ..ggKY PTD�71 I W Q h' 1 GARAGE _i TILE Is v45t T va• �W/ n (� 1 I 5DT I W Q --------� a -------- J i>�. _ s/a4 T v4 IJ-► (n (L Aeove `..1`tr�� /rs® I �� 1 � ® _I � W Q � � n_r%e•• FL:U�M1P^ Ll eELCK OGAMR wLLL - 13i`� MUD ROOM M — pt I o !'OAK ® ® KITC 4EN ® 9Ou 3 6 ' V OAK 2W WAL n� 8 uT8 b 1 COYERM b 1 I I b II ? a a a $ d $ SHEET �'-3 w'-a• ai• 10- 1 to i• a-a a-°' ®'a 30'-0 21'-O• iS'-yAB 9'_a• I 3'-,• a 3_,• FIRST FLOOR PLAN 041 SCALE: 114' a 1'-O' DRAWN BY: KW 2W-0- • IN4 ��I (0„) ro • `� Ali / o 0 p77 �`•� - PN I-1 lJ �Il BEDROOM st3 i� `� ® — o o� r� c DECK 29 W^63 3/4' Q wt,re �� 4� U cnI�, �.. TV II II I JII� CO'( c C1 ® 2 f-1 N � n ® BATN st3 (2)PM 2q53 ® TILE 29 3/4'*63 3/4' CiCF Q L � � 00 C ra & -------- ((9) @ A8OVE 29 9/ 3/4' i•- 2 TV Mae" Ae llnaN oK 3'OAK mur ® ® / —, eAru u4 0 ✓ - — — ru T1L.e w ■� ee+al LW LLII a I_ 3a .� •°7 ® ®' _-_ �wuTH ® BATH #2 (2)PM 29P! ;e W Q I ea o. 2A 1q 3/44 se 3/4' L� (n 3'awc B CAR�M tt2 La — J ® ® n�®� ® ® TV m W ® J 3 Q J euu Room 3'oac — J N BEDROOM it4 ————————————— r----i ------------ = W ® u§WffT ® ! I V eoao I I DOC" P I i boom — z (9 2929 29 as U .vu,c I : ee � its r � f T-6' 10'-Y 4'-4' 5-HEET Az SECOND FLOOR PLAN - - a SCALE: 1/4' - 1'-O' JOB: 041' DRAWN BY: KW U ' s t �J �j gm CAMBREL DDRMHi sv CI 1 tx S PASA f RMB /BD.N 1?C'ilOO/Ma1LD111G „ p i, y �i i � . � Ilf, I Em STRAPPING 1 1:' i Gv HATH 43 �� BEDROOM 3t3 `,`;.`� •Si• o 02) U lu, HALL � sAPeRE�_ DeRMER y i i S/O PLY ftgwto R ,``� \`� %)- o (I• �l C 'Sm BCD(OEAM SEE Nora'A, ' I� US sRtAPPMG w GYP.BARD re o coua,N t m c MASTER BATH �� (hl m 'STUDY T - , r SPLAYED CMA M eAO! b eit PLY suePLppR W M.C.SMMGLES _ 6'PfBE1tiLAW NOW- IrI 1'-B•I P.T.2m'.O IA•oc n 7 8 AJM I-JOtIF e I o.C. 'I �n+7 -rAl'IIO+I--:70t8TD-e-K Or- `tea C 8-2t12 GIRT GRT CM � UII GI l� CC -_ _� -7 t/ Lei L SECTION 2 SECTION SCALE: V4' I'-O' SCALE: 1/4' I'-I:e { 7-0' u'-o• a'-o' I6'-o' YiNEuB STD STA!'1 p -1,-. STAUCTVRAL RIDGE EYE eROM ga' i oC �� ii O It s01 �I •h NOTE'A• W i i o b USE SU'ff'WN QUNK iZ M AT ALL PLATE COIEIB: cN& TD RAFTER _ -Z$ maila ii — QI i =2 LAY OVM W W Q n WILL I O� D@T AMx t•t4 Q /� STQL BEAM :OO' v �• W �— V! eat aeAn W O b FAMILY ROOM b b " � � U e+ueeu eTEay / i'. ,•v '--(2)11 7M�•LVL'sTiVNDERTER MALL / w 1. \ WOW RATED GTp.SD.ii�---iii (LU I Z Z_ -- 11'0 COLIA'IN Z I —n"Tro'A:t9rol-:blST3•.-IY O.C.y 13111f)5!I. § J - U S-=aRT• ' SPLATlD C0.UMN OAg! b W Fl 8WHQ Fae�ul�3 FlLOR I I OOMPAGTI ------------- FILL -e ^�P.T air+-Is•-o - r = I aI _I ; Q l i I If I I S I I I I I 1 5NEET 7-a ea� SECTION s SECTION a JOB, oau SCALE: 1/4' . 1'-O' SCALE, V4' - r-o• DRAWN BY: KW 2't4 36'-c' 3d-O• \\ U�1 -- — — ----- — -- I�t I mom — J 1�-T�J d-9S COW. OIC.•O WALLBEAM W'COIIT. FOOTN'f . --� er u POKET POCKET I) re-AS-z°y . ps I I-JOIST i 16,6C. 'T-3• �•-.�},�1 J»171I � IhLLLcI1hi��ILJUI BEAM F40=cT I- � TJ -------------------- I�ae �— ll1.fl.J,I1I cL IL I- ��(nIl,(((i Rol u:tlt l SN I I i I D n 1 •O I I I I w 3'-9'COW. WALL 1 S•x 31-9•CONC.HALL I I I I I I Ic'x w'CONT. FOOTING - l III Q? h. K'x 10•GONIT. FOOTING I I (� I (3)2x12 GRr ' 1 1 3 V7 b STEEL C. I 1 I I 3bfC'.. xir C. 0 O' CD:, PA TTP. Y Co( I I I L ' J L _f2)JOISTS L*WER WALLCC —, I n 7re' AJs I 1-JOIST s 16'O.C. I I I I I I non __————L——————————————————— I a-a 24'-0. r•�.I I � � �E.Ti1,.�B.:�ro� I j � Mfg n cI ----------------� iQ II IIIII III 1-JOST V Ko.c. x '" 'W 10r0M FCO W. J LtJ (2)JOISTS UroER WA LLrI —r JI— uPBASMENT— I ^CROP WALL UNDER III ,I1 — I I SLAB V DOOR PORCH li X 17 CO C04C. W I (14 r—I—, I I L_L .m _ _ I LJ-J (2)JOISTS MWER WALL , I I <LU 1 o I I I I L '_J Z I I a i I I LLI Q zb e• �� e'e' I p 3 I i v I r— —� vaNT LLND, a 47'xA2=xlr I I 3 FOOTIW. SWIM33-STEE17e I I 12GIRTGApAG r i 11 7/9•AJ3.20 20 II II i o � COrWACT FILL L I- Os 16.O.C. I-JOIST K• . . {(— " I'CONRETE SLAB L J __ w PITCH TOHARD DOORS t 1( ) x L 7L 3d COL A-14 xB&xre LON�C.PAD Ir-9• I K'4• I I 9'_O• 1 —1 F dl i v F�d BASEMENT I I i i Q CL zL}JLLI UP POCKET FVIIAT'OAD z — --------------� 3 1 FOOTING --------------- I --� ----- -- ---------------- "~' I 9'x T-4' I r I I ———— K'x 1d CONC.wALL corm. F007ING I I c I I I I o I I I I I a*x 3'-4•COW-.HALL 1 v I L I K'x Id COWT. FOOTING II I --- --- — -------- J ' 1 I I I o --- -- ---- ---- -- --- I I I o I I I I I I e•x 3'-q•COW- WALL I I _ I I 16•x lb CONT, FOOTING I I 514EET L---------- ------------ --------------- 21'-1' 9'i• A'-9' II'-0 W-'r - �° `• ' FOUNDATION PLAN D'Joe: 0411 RAWN BY: KW SCALE: I/4' 1'-0' DATE. V a OA All u ( p �\� I'llp lii r 1 DMABLE I (C . tE 65h 1 C _ C� c x(, t2J I' s 1 wmma a Q►uMD srm WAM a -7 i nI LC� (0 FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE: 1/4' - 1'-0' STRUCTURAL NUP MIER 3GALE: 1/4" - 1'-O" 0 NOW SM BEAM Ut FLCM ORDER cool ® NII&W sTL BEAM ad FLOOR ABOVE GARAGE �I] it ® MbW SM BEAM ad ft=R ABOVE GARAGE 0 ►mw sn xAn ad swore BALCOIff ®Mam HMSO sTL BEAM ad FLWR MOVE KffCWM n v 12 12 © (z)1 3/45m TM LVL EuaR ad K=R mrV4 DOW-MR tz ';q 12 wwo sTL BEAn sTRucrurAL RIDGE BEAT W RIDGM AM 2M t AT 16`04.UNI. S W 6 {L f DoanER z W � � V 127 d° 3 it J n v' aAlvm S a vv Q z n Q - - GA» kwl -- GA mp"L G#zEPM Vam 1 LAI -im GA1NlD GAINED saw a I Pam+ � i OVEREAT I, I I SHEET ROOF PLAN ROOF PLAN A7 SCALE: 1/4' - P-O' SCALE. 1/4" v 1'-O" JOB: 041 DRAWN SY: KW (?ATE: 9/2Q Foundation Certification in Osterville, MA. Prepared For William C. Connell Assessor's Map: 51 Lot: .014-001 Lot 231 Baxter Nye Engineering & Surveying Community Panel Number 250001 0018 D Registered Professional F.I.R.M. Map Zones: B & C Engineers and Land Surveyors Plan Reference: Land Court Plan 15354-132 78 North Street Certificate of Title: 176,213 Hyannis, MA., 02601 Phone - (508)-771-7502 Fox (508)-771-7622 Owner: William C. Connell Job Number. 2005-204 Scale 1 " = 40' Date 11-21-2005 LOCUS ADDRESS: 350 WINDSWEPT WAY OYSTER-HARBORS OSTERVILLE, MA.,02.655 N M 1 u� ' M LO c�t U R�30•o 1 40 pRNE 1gg.53 A�4s N 7"r2�33 S CB DH FND ac 3 Z CB DH FND c �+ Z pnar rrr . CB DH FND 0 o f r o � 9rC LvT- t ^' 0 L.C. PLAN 15354-132 43,562t SQ. FT. 0 Q 1.00t ACRES N d 1260 � O CZ CB DH FND ' CB DH FND 9� ^ s ' g0,5D» MI 2g9.82 in LOT 232 TBM: CB DH FND L.C.. PLAN 15354-132 n EL. 17.81' (NGVD29) N/F THOMAS S. OLSEN W a p MM g O O 2 I I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. ce THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE .USED TO ESTABLISH PROPERTY LINES. N Na/EMhtQ"LIL Ie.5 1. EGI RED PR01q SIGNAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATEL -------11 7= I�.�1•o S 0 0 n, r GENERAL NOTES t ",. , 1. THE INTENT. OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS r :'��.'E .. . ..:: .• ....: AND PROPOSED POOL CONSTRUCTION AT LOCUS. 2. LOCUS AREA 1S COMPRISED F LOT 231 0 L.C. PLAN 15354-132 ;> .. — ASSESSOR'S MAP 51 PARCEL 014 001 R S �. •, ,. ,o . CERTIFICATE OF TTi1.E: 176,213 o.. ` OWNERS APPLICANTS. WI/ LLIAM C. CONNELL a. 860 UNITED NATIONS PLAZA' APT. 9C NEW YORK NY 10017 o 3. PRIMARY BENCHMARK: RM 36 0 FIR 19.7 ) M MAP 250001 OO i 8 D CHISELED SQUARE ON CONCRETE BASE OF TRAFFIC LIGHT AT NE CORNER OF BRIDGE ST. DRAWBRIDGE. EL — 19.33, (NGVD 1929) PROJECT BENCHMARKS . SW LOT CORNER a CONCRETE —, BOUND 17.81 • 4 0000 49 „�..` 4.) ZONING INFORMATION 'need , ZONING DISTRICT . LOCUS MAP Scale: 1 — 2000' 12.9 I AP Aquifer Protection Overlay District RPOD Resource Protection Overlay District i 12,4 CURRENT MINIMUM ZONING REQUIREMENTS iv MIN. LOT AREA = 2 AC RES (RP00) DWAY R.3o• ` M MIN. LOT FRONTAGE = 20' MIN. LOT WIDTH = 125' IVA• 7 , o , w 40 pR z. s� o. FRONT YARD = 30 SIDE YARD 15 REAR YARD 15 P MAXIMUM BUILDING HEIGHT = 30 OF 5. A TITLE SEARCH HAS NOT BEEN PERFORMED EpGE , E ) FOR THIS SITE. IF N ??27 \ UP #6 DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED \ �.0 4 183 9 (3 BY OTHERS. x 1c.0 l 1 , B FND -J ' 6•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND CERTIFICATES. THE EXISTING cA / PROPo ` FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD i N SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON DRIVEWAY x 11.2 N \ SEPTEMBER 8 & 15, 2005. • • 1 ( PROPOSED 00 x \ / STONE RETAINING I 7.) COMMUNITY PANEL NUMBERS: 250001 0018 D �J _ ' i THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES • �, J o Box I 11.745, LOT.. 231 ry LC. PLAN ,15354-132 _ 1 r�' tr 10.0+ PORCH 3:� j r 1N 4 __ a_ PROPos� , M / 8.) CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE AT (1-888—DIG—SAFE) AND F RA-10 _ 43,562t SO. FT. ____ - ---- - 23 UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES AT LEAST 72 HOURS 1.00t ACRES r / ' % ' BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE CB DH FND r rim ,� / 1 EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND y 4 PROPOSED t SEPTIC r� �o.o UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO A -' N / / / 1N� ~ , SYSTEM O L x , // / M V< THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE WF RA-9 co // >/ OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES x 14,3 r f � / ; / ,' ''d GEES TO BE FULLY w ��► x r / 1 9,4 , RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE r CONTRACTORS FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION z �.,8 INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY 17.. CB DH FND --" J — -O ; • __-- _ ,_,- � � ,/� b THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, g ,r- /Z �Il ,- - i 'rn i 9 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & X _ :i ,_-- DATA COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER - -n,�n N / TS THE ' ENGINEERS DIRECTION. -THE CONTRACTOR .:...SHALL=PRESERVE-ALL:UNDERGROUND 11 Z i W WF RA-8 G a. ...- .- m.•c1 UTILITIES AS REQUIRED.W PROPOSED WATEk SERVICE l" t �+ CONNECTION TIE T_ -CON EC E IN o / 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE ) E SCHEMATIC. FINAL f , 1 ' EXISTING WATER MAIN Y to OUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. _'._...._ n. _t o 9.2_ 10. SITE LAYOUT INCLUDING N L POOL LOCATION AND RELATED STRUCTURES AS PER SITE 1 i , SKETCH P,: �� r- LAN DATED 10 5 05 AS PREFAB a t•� r 1 ,� , PREPARED BY BARNSTABL.E LAND DESIGN. � ENCE :- / o ,� 1 0 • ' 4"MIN'F - cn �. SEE PLANS BY BARNSTABLE LAND DESIGN F g PROPOSED 4,Po11 / � OR FULL SITE GRADING AND RO P LANDSCAPING. d .. OSED �� R OP ,� i / � OR / 11. SEPTIC SYSTEM SHOWN HEREON,� C� P f .�f 2�,� ) EREO HAS NOT BEEN FIELD LOCATED AND IS SHOWN c� WF RA 7 M RON � � � � � � r - aNcRET .1 2 TP p 1 a r r -— AS PROPOSED PER PROPOSED SEPTIC SYSTEM DESIGN PLAN, REVISED AS OF O POSE - / ; , r N fp O PRO ''. o a► '� C / 11-22-05 PREPARED BY BAXTER NYE ENGINEERING AND SURVEYING. ` 'r G .,; / 2) EXISTING FOUNLVUION SHOWN HEREON WAS FIELD LOCATED BY BAXTER NYE J z,, , tot- „,,. . -- GIN IN� a EN EER G AND SURVEYING ON 11-21-05. 1 i i.. 0?eei P 13. WETLAND DEUN EATION PERFORMED o ) BY MIKE BALL OF HORSLEY WITTEN GROUP & ,, x u O f �+ LOCATED BY BAXTER NYE ENGINEERING AND — — WF RA-6 SURVEYING ON 11 21 05. o i E 1 / 15 r POS i PRo � ce off Flv s � , IV��:Z � 2 +,2 � UIP E i i ^� � x 18:3 POOL EQ i ry I I � + t • ry C^ Y , r '0 1 ,1I�, t r Z NCE PRE G W o i� r cR / o--- 4' IN.FE EZAININ • PROPOSED Tpr1E R o t } r cn / N r ( 82 CA 9. O ■ j 1 J L•+ � '. I 1 BOARDING VEGETATED 3S0 Windswept Wa WF RA-5 P Y ; COrn 50 50 wETuwo 1 S Ostervilie Massachusetts AL CB DH FND I r) in i n i PREPARED FOR I . .. Bayside Building Co., Inc. O W •'- P.O. BOX 95 ' illy I � 1 CENTERVILL MA TBM. CB DH FND � OZB32 M o � EL 17.81 (NGVD29) TITLE Proposed P 1 1 Z po 0o Site e Plan ,II WF RA-4 v BAXTER NYE ENGINEERING & SURVEYING ! VE YIlVG Registered Professional I m LOT 232 Engineers and Land Surveyors AL LC. PLAN 15354-132 3rd Floor,78 North Street ,Hyannis,Massachusetts 0260 AL N/IF THOMAS S. OLSEN Phone 508 771-7502 Fax 508 771-7622 F ' gas oz� MATTHEW '�t^ I WF RA-3 20 0 20 40 183 . AID SCALE IN FEET SCALE♦1 20 DA /03106 A AL WF RA-2 / j INO.1 BY.1 DATE IREMARKS DRAWING NUMBER 0. 2005 05 204 SURV wrksht 2005 204PS.dw 2005-204 SOIL. LOGS P• 9291 DATE 11/17/1998 � GENERAL NOTES p3bir�'i% BARNSTABLE SOIL EVALUATOR: 1. PRIMARY BENCHMARK : RM 36 0 FIRM MAP 250001 0018 D a� - r . „ r BOARD OF HEALTH AGENT: UP #7 � CHISELED SQUARE ON CONCRETE BASE OF TRAFFIC 1 12 �• +"1 �- . d.`a '1 o PETER SULLIVAN, P.E. J. DUNNING LIGHT AT NE,CORNER OF BRIDGE ST. DRAWBRIDGE. L� EL. = 19.33 (NGVD 1929) r r0 ( Tiois` a = • ., TEST PIT DH-1 TEST PIT DH-2 G.S.E. = 18.8 G.S.E. = 19.4 ` "' PROJECT BENCHMARK : SW LOT CORNER CONCRETE BOUND = 17.81 Pt I r- n; Noisy.)5 ' . �M-`�' • � � 0; ORGANIC MAT 0; ORGANIC MAT / n 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL P! " " BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY 01 19,15) COMPANY PRIOR TO ANY CONSTRUCTION. '. E ; IOYR 5/3 ;COURSE SAND E ; 10YR 5/3 ;COURSE SAND � r 3. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF ` �'• F n �' to-1 10" ELEV 17.72 10" ELEV 18.32 DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. • �` 1 i B l 0YR 5 6 ;COURSE SAND B 10YR 5 6 ;COURSE SAND 1 Y \ R 4*30 ` elu ° ' J� �p 1�` �! z-� " " 4�, pRp1A �A '� A S.;r�0. 4. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE ;apt , -� . 31 (ELEV 15.97) 31 (ELEV 16.57) _.- - s• RECORD INFORMATION CONSISTING OF PLANS AND CERTIFICATES. THE EXISTING . x• �d�l • ,M 4�- J N �� wR G•1•S' s TURF SHOWN TANNED AN N THE N FIELD NIE:N,� � ., � � T �� •. . FEATURES S HEREON WERE OB FROM 0 GROUND OF PAMEN E 166" ` SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON C ; IOYR 6/4 ;COURSE SAND C ; IOYR 6/4 ;COURSE SAND EDGE Q7' UP GIs SEPTEMBER 8 & 15, 2005. nee awrnwd120 (ELEV 8.55) 120 (ELEV 9.15) CB D FNp 5. THE WETLAND RAG LINE AND CORRESPONDING 100' OFFSET LINE PER PLAN LOCUS MAP Scale: 1" = 2000' 44.5' X 12' S.A.S. WITH 5 �' \ ENTITLED: 'ROADWAY REHABILITATION PROJECT OYSTER HARBORS SERVICES, INC. LOCUS AREA IS COMPRISED OF : G PRECAST LEACHING \ BARNSTABLE MA• SHEET 6 OF 8 WINDSWEPT WAY/SUNSET POINT, OYSTER CHAMBERS -SEE PLAN & 4' PVC HARBORS, MA, DATED 1 21 04, PREPARED BY COLER & COLANTONIO. PROFILE LAYOUT DET A � / / ASSESSOR'S MAP 51 PARCEL 014-001 LOT 231 0 L.C. PLAN 15354-132 QN DRIVEWAY ` BELOW S 4. 10 s CERTIFICATE OF TITLE. 176,213 N 9.2 4" PVC OWNER: WILLIAM C. CONNELL Op y0�'� STONE RETAINING = 2'0� 1 ` CONSTRUCTION NOTES 860 UNITED NATIONS PLAZA, APT. ,19C o' Cb �c` WALL J ^ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH NEW PORK, NY 10017 .Q' s / D-B TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED < F•pc� o ' THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS ZONING INFORMATION F` o �o Zoe � � APPLICABLE. ZONING DISTRICTS. RF-1 \ Ep PORCFI °t �MN ``" �' / 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE RPOD RESOURCE PROTECTION OVERLAY DISTRICT NO WATER AT 123 ELEV 8.55 4 pROPo Jo_ ' AP AQUIFER PROTECTION OVERLAY DISTRICT PERC ® 60" ELEV 13.8 - �' ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN RATE= <2(MIN/IN ) G� / N T X. BHA 1 N ti � PRIOR APPROVAL BY THE ENGINEER. MINIMUM CURRENT ZONING REQUIREMENTS - ZONE RF CLASS I SOIL CB DH FND Y " __._ / , ,Fz 19.41LF 4 PVC MIN. LOT AREA = 2 ACRES (RPOD) s ` Z s7oRY� to.o N `l 114.3. pROR9� NG MIN; S t.0 o 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF HEALTH AGENT MIN. LOT FRONTAGE = 20 MIN. LOT WIDTH = 125 , Op FR $ w ` AND DESIGN ENGINEER FOR INSPECTION AT LEAST 48 HOURS PRIOR TO MAXIMUM BUILDING HEIGHT = 30' �. -'• '�: la." .f 6F : 18•� TEST PIT #DH-2 'd BACKFILLING. THE SYSTEM SHALL NOT BE BACKFILLED UNTIL INSPECTED AND Fly _. 10.5 LF 4" PVC �' APPROVED. FRONT YARD = 30' SIDE & REAR YARD = 15' tio° 4 S = 2,0% / COMMUNITY PANEL NUMBER: 250001 0018 D � �' �00' ' o 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS CB DH FND _ - ,. , ,' o ?� OTHERWISE NOTED HEREIN. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B & C. _ 22 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE C HORIZON-, FOR A HORIZ. �1 / 94'S W W DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH WATER SERVICE CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. / CONNECTION - TIE IN 0 o. mi .0 / EXISTING WATER MAIN 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' -r7.� x 1 - _ OF COVER. DESIGN SCHEDULE 'ELEVATION �a 00 �' n L.C. PLAN 4-132 I � � / 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER TOP OF FOUNDATION 14.5 x V j 5 SEWER INVERT INTO SEPTIC TANK 14.29 t11 43,562t SO. FT. PROPO DISPOSALS. t 1.00t ACRES GARAGE = -,w SCREEN PROPOSEDi - 5.O' 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT SEWER INVERT OUT OF SEPTIC TANK 14.04 � a C� � ' v PORE'+ SEWER INVERT INTO DISTRIBUTION BOX 13.72 a O Mir - p 23 _ 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, SEWER INVERT OUT OF DISTRIBUTION BOX 13.55 16 9CTOR } �� ' ' � A- SHALL ETERMAT LEAST 72 IiNE THE BEFORE EXACT LOCATION,T BOTH HORIZONTALLY AND VERT OF CONSTRUCTION. THE ICALLY, SEWER INVERT INTO LEACHING SYSTEM 13.37 o- `'= - OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION BOTTOM OF LEACHING SYSTEM 11.37 F�,Q� , �, OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY NO GROUNDWATER OBSERVED TO ELEVATION 'Ib� ' ,� ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEXX.XX P CONTRACTORLY AGREESFIED BY THE TO BE FULLYOWNER OR ITS REPRESENTATIVE.RESPONSIBLE FOR ANY AND ALL DHE AMAGES o UP25- WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN CB DH FND �; a.; Z INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / r\ TA►NING Au a INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF LEACHING AREA REQUIREMENTS I \ TONE RE CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE 19.4 y CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILJTIES AS REQUIRED. NITROGEN LOADING LIMITATION: NA .N RESIDENTIAL: 5 BEDROOMS N 239'82• 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. x 110 GPD/BEDROOM � S 7 -50'50" W A. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY TOTAL DESIGN FLOW = 550 GPD CS DH FND COMPANY. GARBAGE GRINDER (NOT INCLUDED) = N/A 10. GRADING AND SITE LAYOUT AS PER SITE SKETCH PLAN DATED 10-5-05 PERC RATE = <5 MIN. / INCH (CLASS 1) c AS PREPARED BY BARNSTABLE LAND DESIGN. PARTIAL GRADING SHOWN ONLY LTAR = 0.74 GPD/S.F. ,,, I HEREON. SEE PLANS BY BARNSTABLE LAND DESIGN FOR FULL SITE LAYOUT MIN, LEACHING AREA OF S.A.S. REQUIRED: ' GRADING AND LANDSCAPING. 550 GPD/ 0.74 GPD/S.F. = 744 S.F. MIN. TBM: CB DH FND I LOT 232 c EL 17.81 (NGVD29) PROPOSED SYSTEM: o m LC. PLAN 15354-132 5 - 500 GALLON PRECAST LEACHING CHAMBER UNITS = N/F THOMAS S. OLSEN WITH 3.6' OF STONE ON SIDE, 1' OF STONE AT ENDS, 1" STONE BASE I 350 Windswept Way SIDEWALL AREA: (44.5' + 12') 2 x 2' DEPTH = 226 SF BOTTOM AREA: W.5' x 12') = 534 SF Osterville, Massachusetts TOTAL EFFECTIVE LEACHING AREA = 760 SF SYSTEM DESIGN CAPACITY = 760 SF x 0.74 GPD/SF = 562 GPD PREPARED FOR SEPTIC TANK SIZING: 550 GPD x 200% = 1100 GAL BaySide Building Co., Inc. P.O. BOX 95 USE 1500 GALLON TANK MIN. CENTERVILLE, MA 02632 TYPICAL SYSTEM PROFILE TITLE NOT TO SCALE $'-6" Proposed Septic System Design NOTES: 4"(8"H-20) 1. SYSTEM COMPONENTS ARE NOT DESIGNED FOR VEHICULAR (H20) LOADING. --I 20" DIA TOP of BAXTER NYE ENGINEERING & SURVEYING FOUNDATION 18.0 SET AT LEAST ONE MANHOLE FRAME ® ® ® OQ ® �I ® j PROPOSED GRADE = 17.25' do COVER TO WTHIN 6' OF FINISH GRADE. SET MANHOLE FRAME " _ RISERS & COVERS SHALL BE WATERTIGHT COVER To WITHIN 6' OF FINISH GRADE 3 ® ® ® ® ® ® _ � Registered Professional RISERS Nt COVERS SHALL BE WATER WT ® ® ® ® ® ® N Engineers and Land Surveyors FINISHED GRADE ovERiT ANVNc = 17.25 ® ® ® ® ® ® ® 812 Main Street, Osterville, Massachusetts 02655 FINISHED GRADE OVER D. BOX = 17.0 ' tNATTHEW '�Cy 4' SCH 40 PVC UUIMUM GRADE 01� SING SrsTEA1 =17.12 � Phone - (508) 428-9131 Fax - (508) 428-3750 w• m V OUT = 14.50 L- 10.5' S=2.00X 3' MIN. ., .. f--� EDDr 21.5 LF-4' SCH 40 PVC O S-1.5X 9" (min) Cover C1VIL • 6 MIN. 1► 36" (max) Cover 20 0 20 40 �\ #431 INV IN-14.29 10 MIN. NV OUT=14.04 FIRST 2 (TO BE LEVEL) � t 2 OF /l1 -fl DOUBLE .- a r CHAMBER TOP MIN CONNECTION R " 2 4' SCH. 40 PVC ELEY=14.12 CONCRETE LEACHING CHAMBERS WASHED PEASTONE ELEV=14.29 GAS BAFFLE INV IN=13.72 1.0' 1.0' v • �v- SCALE IN FEET "' �0 d� 6' SUMP OUT-13.55 ' ''' REINFORCED CONCRETE 6' CRUSHED '14* O O 0 O O O ` INV 36 SCALE:1 - 20 DATE: 10/19/05 STONE BASE --ram ,. v :. =• 5 N CHAMBERS 04 8.5 4.8 12 6' CRUSHED STONE BASE • BOTTOM STONE •fT� 3f4"--1.:5�-WASHED STONE UNSUITABLE SOILS, IF ENCOUNTERED BELOW �• _ 1}�• EL 11.37 THE PE'ASTONE ELEV (TOP OF SAS). SHALL BE 5' MIN REMOVED TO THE "C HORIZON" AS REQUIRED + DOUBLE WASHED STONE 44.5' 1. MW 10/21/05 WETLANDS, BUFFER, & GRADING - SEE CONSTRUCTION NOTE #5 HEREON. No Groundwater Observed O Elev. 8.55 Estimated High Ground Water Less INO.1 BY1 DATE I REMARKS DRAWING NUMBER t500 GALLON ONE-COWARTMENT SEPTIC TAW DISTROUTION BOX LEACHNO CHAMBER Then 5.0' NGVD PLAN OF SOIL, ABSORBTION SYSTEM WITH ROTONDO ST1500 OR EQUAL ROTONDO D8-5 OR EQUAL 0: 2005 05-204 SURVEY wrksht 2005-204s .dw TO BE INS?ALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE 500 GALLON PRECAST LEACMG CHAMBERS SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY 5 OUTLETS REQUIRED No scAI.E 2005-204 1$ DI 5kGNE0 FOR MIN. SOIL BEPOL. I-AG C•,gPAC. tTY ..OF. 3A0 Q \ 5S. PEI-' Sq. FT. ER...-CAB►..tr.- Atao .1_ oL.ATEp to.A T E.:..TK_...P..n s S t 3I t..I"c Y...... Q F. E K c•.E S S 1.�I E..Q_R:...D.A M AC/.►.h1 G_..\V.A'T E R::..4P 3+ ':AL.L. Poo . DI ewsIows. NALL MEwr oe eXar.ED NRTtoNf1.L- SWIMMING Pool..., IN STt"TOTE FOP, TYPE'• Q>=_•.P004 _ BEIN6 CCIK :5TRVr_-rF_D. ..._ K;::.A.NA:Y.AR.ti� ..A.i .i*A..AR.t�.uN.p: .FOo1� ..SMAt_LA`v / Y: .F.�otvM. Poc��.. . 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HAV_.E_..A.:... 2S D AV 5 \V t'r 'r MORE :TH AN 4•5 PARTS .5 AND 'To . 0wV_ Pa, r G hhE►a't BY VcL.0 AWE> ?, GA►.Lc.�.ls nF \ t'ER PER - - --t.A E V A - ---- --— -- - - - - -- - Or vLM NT REI` IFORC:tNG STEEL. SHALL Cot-aFG1RM 'To Tv F_ Lt,,-r'EST a S cA LE :.Spv;co.S A G1.5 . : DESIC-sw $Pt E0.. 0.1a._ Ifo.00_o RSA, . .L.Av>_ ALL.:: B.ARS F- 01 DIAMETERS li?' SPt.tGES . AND �OP.NER:a. . ' . —hIz" : �V;ATE.R LINE . $I • .. , . , • , , I a 3,1 Ir • ',�- ° • . �' I''..t o ca P S ► NSF. Q TQ. SLI N C't'I 0 µ o X' cli A. PPR.oV EQ Po�.:Y tGTHYL�'.L1E ' 8 To .2 wH tTE • o ' e MARcITE FINISH . . . O D ' It , • , .�.. _._._ ._ E'�OTH opl _ .�i/A`C S \V A L t., 5 4 P L.a o R " + / M r 11 AD ?.0 STASL.'E " :.INLET. FITTING c s f�• r,, m ' I u E -r ..i t_. A ' I t�.1 L.. E T.. 0 A A`T E R L1 G H T 1 0 1 o ' 0 DATE: I :C _A L_ \ A L_ D F• T A I L, DARTMOtJTH POOL & SPAS DR BY: STA N aAD GtIN� T JOB NO: ' 880 MT. PLEASANT ST. 7"1.0/\1 DRAWING N0. NEW BEDFORD, MA. 02740 __. _ + 7 .