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0055 LAKEVIEW DRIVE
1 SMEA6 No.53UM UPC Ina sm"dA m • Waft to UM '4�oF1HETph�� Town of Barnstable �Y BAMSrwsce Building Department-200 Main Street 1V 9 . m Hyannis, MA 02601 �AlEO MA'S a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-4128 CO Issue Date: 2/21/2020 Parcel ID: 214-038-X06 Zoning Classification: SPLIT Location: '55 LAKEVIEW DRIVE, WEST BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: CENTRAL CAPE CONSTRUCTION COMPANY INC. Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: FOUR BEDROOM 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition i RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED-THE-FOLLOW ING JOB: ADDRESS:�5 D 5 LAKEVIEW RIVE TOWN: CENT ERVILLE,-MA 0f632� CONTRACTOR'S NAME: ERIC STANLEY CONTRACTOR'S ADDRESS: 338 POPNESSETT ROAD, COTUIL MA 02635 CONTRACTOR'S TELEPHONE NUMBER: 508-648-1165 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE TYPE: CLASSIC LDC 50 THERMAL CONDUCTIVITY PER INCH: 3.7 PER INCH AREA THICKNESS R VALUE ROOFLINE 10" R-38 WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING G.H.WALL GABLE WALLS S '/z" R-20 OVERHANG CATHEDRAL WALL CATHEDRAL CELL PARTY WALL FOUNDATION WALL BLOCK/RUNN. SLOPES PN THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. i R & K HOME SERVICES BLOWER DOOR/DUCT-BLASTER TESTING BUILDING PERFORMANCE INSTITUTE CERTIFIED 111 OLD BEDFORD ROAD WESTPORT, MA 02790 OFFICE: 508-678-1077 I CELL: 774-704-6117 4 BLOWER DOOR TEST REPORT Test Results-PASSED 1ST CFM50 3240(HAD TO FIX WEATHER STRIP TO BASE:DOOR) 2ND Corrected CFM50 2623 ` CFM50 Accuracy Level STANDARD Air Changes per Hour @ 50 Pa 2.65(PASSED) ► ACH50 Effective Leakage Area (ELA) { Sq. in. Customer Information ` Project Number Project Date 2/4/2020 Name PAUL GAULBERTO .Address P.O. BOX 7 City/State/Zip CENTERVILLE, MA 02632 j Phone 508-962-3929 t Email NEWLOOKSERVICES@GMAIL.COM Building Information Address 55 LAKEVILE DRIVE City CENTERVILLE, MA Year Constructed 2019 Volume 59,500 f CuFt Floor Area 3500 SgFt Building Height 17 Ft t i I � 1 Test Readings Nominal Building Pressure -50.0 Pascals Nominal Fan Flow 2640 CFM Nominal Fan Pressure 750 Pa Fan Configuration RING B Fan Model MODEL 3 110V, Fan Serial Number Pressure Gauge Model DG-1000 Pressure Gauge Serial Number Baseline Readings Average Baseline 0.1 i Pa Baseline Range -0.1 i Pa Performed By: Kyle Alexander BPI ID# 5061748 Date 2/4/2020 Signature f i j A RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 55 LAKEVIEW DRIVE TOWN: CENTERVILLE, MA 02632 CONTRACTOR'S NAME: ERIC STANLEY CONTRACTOR'S ADDRESS: 338 POPNESSETT ROAD, COTUIT, MA 02635 CONTRACTOR'S TELEPHONE NUMBER: 508-648-1165 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE TYPE: CLASSIC LDC 50 THERMAL CONDUCTIVITY PER INCH: 3.7 PER INCH AREA THICKNESS R-VALUE ROOFLINE 10" R-38 WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING G.H. WALL GABLE WALLS 5 ''/2 R-20 OVERHANG CATHEDRAL WALL CATHEDRAL CEIL PARTY WALL FOUNDATION WALL BLOCK/RUNN. SLOPES PN THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. CFI-p Cs Bean 2018.9.0.16 Central Construction 3-0-19 kmOeamErigine 201&9.0.1 55 Lakeview Drive 1:23 m Materials Database 1572 p Centerville,MA 02632 1 of 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous j Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Central-55 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 1' 7.75" 6'11.75" 95 38 Live Replacement Uniform(PLF) Top 2'11.75" 12' 3.75" 236 94 Live I Replacement Uniform(PLF) Top 8' 3.75" 12 3.75" 239 95 Live i Point(LBS) Top 0' 1.75" -22 0 Live Point(LBS) Top 1' 3.00" 420 1551 Live j Point(LBS) Top 2' 3.75" 279 112 Live Point(LBS) Top 7 7.75" 618 2169 Live Point LBS Top 12'11.75" 607 2116 Live i ,>.;:46U ?.i'"X K 4t:' i 13 3 p I 13 3 i Bearings and Reactions Input Min Gravity Gravity i Location Type Material Length Required Reaction Uplift I I 1 0' 0.000" Wall Steel 3.500" N/A 5570# I 2 13' 3.250" Wall Steel 3.500" N/A 7779# j Maximum Load Case Reactions Used lot applying point loads(a line loads)to carrying members Live Dead j 1 2390# 3158# 2 3264# 4515# Design spans 12'10.000" Product: W 10 x 19 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual Depth 10.24" Web Thickness 0.250" I I Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19.72k# 51.70'k# 38% 7.66 Total Load D+L Shear 5.57k# 51.20k# 10% 0' Total Load D+L LL Deflection 0.0943" 0.4278" U999+ 6.64' Total Load L TL Deflection 0.1955" 0.6417" U787 6.64' Total Load Control: Positive Moment . 0 OF MASSgCyG. i 0 pOt m4r: peF CSjRA1 m vStRU 35062 No P,�o .0 9FGI 9pFfs I All product names em tradema*sol their respective owners Andy Hall Falmouth Lumber i Copydght(C)2010 by Simpson Strang-Tie Company Inc.ALL RIGHTS RESERVED. atlCket Highway "easing Is dellned as when the member,floor joist.beam or giNet shown on this dravAng meets applicable design criteria tot Load&loading Conditions,and Spans listed on UYs sheet.The 670 Te 9 y design must be reviewed by a Qualified designer or design professional as regufred for approval.This design assumes product Installation according to the menufactureesspeel0eations. East Falmouth,MA 02536 L Town of Barnstable � . Building uaxsrweie Post This Card So That it is Visible From the Street—Approved Plans Must be Retained on Job and this Card Mustbe Kept M"�• Posted Until Final Inspection Has Been Made. ' p^y.m�* 1639,•`� Permit JliJl 1. + Where a Certificate of Occupancy is`Required;such Building shall Not'be Occupied until a Final Inspection has been made. Permit No. B-18-4128 Applicant Name: STEPHEN J DEVLIN Approvals Date Issued: 02/04/2019 Current Use: Structure J 1 Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/04/2019 Foundation: �3- 1 Residential -Map/Lot: 214-038-X05 Zoning District: RD-1 Sheathing: 1j d 7 JAL Location: 55 LAKEVIEW DRIVE,CENTERVILLE _; 11 l't I 'Contractor Name:--.,CENTRAL CAPE CONSTRUCTION Framing: 1 Owner on Record: GOODWIN, LISA K TR i COMPANY INC. 2 Address: PO BOX 977 _.._Contractor License: 131841 E ,' i Chimney: HYANNIS, MA 02601 d� Est. Project Cost: $550,000.00 ` l4 Description: CONSTRUCT SINGLE FAMILY TWO STORY HOME WITH FARMERS Permit Fee: $2,930.00 Insulation: 8 9 PORCH AND 2 CAR ATTACHED GARAGE Fee Paid $2,930.00 Final: Project Review Req: ENGINEERING FOR STEEL BEAMS MUST BE STAMPED AND' " r� � Date:" 2/4/2019 SIGNED BY DESIGN PROFESSIONAL ;:Y� Plumbing/Gas oe---, _.. Rough Plumbing: j ft v Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for'public inspection for the entire duration of the work until the completion of the same. ; - --- -—- -' y Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT CS Beam 2018.9.0.16 Central Construction 3-0-19f kmBeamEngine 2018.9.0.1 t Materials Database 1572 55 Lakeview Drive 1:23pm Centerville,MA 02632 1 of 1 Member Data Description: Member Type: Beam Application: Floor y Top Lateral Bracing. Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total _ Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Central -55 Other Loads I Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 1' 7.75" 6'11.75" 95 38 ( Live Replacement Uniform(PLF) Top 2'11.75" 12' 3.75" 236 94 Live Replacement Uniform(PLF) Top 8' 3.75" 12' 3.75" 239 95 Live Point(LBS) Top 0' 1.75" -22 0 Live Point(LBS) Top 1' 3.00" 420 1551 Live Point(LBS) Top 2' 3.75" 279 112 Live Point(LBS) Top 7 7.75" 618 2169 Live Point(LB6)__ _ Top 12'11.75" 607 2116_ Live O 13 3 13 3 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.0001, Wall Steel 3.500" N/A 5570# 2 13' 3.250" Wall Steel 3.500" N/A 7779# Maximum Load Case Reactions:!' Used for applying point loads(or line loads)to carrying members Live Dead. , 1 2390# 3158# 2 3264# 4515#-• Design spans I 12'10.0001, Product: W 10 x 19 (50ksi) A PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual bepth 10.24" Web Thickness 0.250" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19.72'k# 51.70'k# 38% 7.65' Total Load D+L Shear 5.57k# 51.20k# 10% 0' Total Load D+L LL Deflection 0.0943" 0.4278" L/999+ 6.64' Total Load L TL Deflection 0.1955" 0.6417" Ll787 6.64' Total Load Control: Positive Moment . pF MASSq t =��`�potnEa�cw. yes � peANGE.1.0 �� � STR�GjBRA� cn � Ho.35062a � 0 9FG1 P� 9�FFS All product names are trademarksof their respective owners Andy Hall Falmouth Lumber be,floort ist2ota by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 670 Teaticket Highway "Passing isdefined as when the member,floorjoist,beam or girder shown on Ihisd2wing meets applicable design criteria for Load;Loading Condition;and Spans listed on this sheet.The 9 Y design must be reviewed by a qualified designer ordesign professional asrequired for approval.Thisdesgn assumesproduct installation according to the manufacturersspecificaaons East Falmouth,MA 02536 a � r•o =� Cz �o tip. .. Town of Barnstable Building i ann Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 01 Posted Until Final Inspection Has Been Made. Permit Mae° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made.' Permit No. B-18-4128 Applicant Name: STEPHEN J DEVLIN Approvals Date Issued: 02/04/2019 Current Use: Structure $*~(Z) `- Permit Type: Building-New Construction- 1 or 2 family Expiration Date: 08/04/2019 Foundation t-K Residential -Map/Lot: 214-038-XOS Zoning District: RD-1 Sheathing: Location: 55 LAKEVIEW DRIVE,CENTERVILLE f w - } Contractor Name:,,,,,,CENTRAL CAPE CONSTRUCTION Framing: 1 Owner on Record: GOODWIN, LISA K TR COMPANY INC. 2 Address: PO BOX 977 Contractor License: 131841 Chimney: HYANNIS, MA 02601 1 Est. Project Cost: $550,000.00 Description: CONSTRUCT SINGLE FAMILY TWO STORY HOME WITH FARMERS Permit Fee: $2,930.00 Insulation: PORCH AND 2 CAR ATTACHED GARAGE Jr J Fee Paid: $2,930.00 Final: Project Review Req: ENGINEERING FOR STEEL BEAMS MUST BE STAMPED AND v Date_:!' 2/4/2019 SIGNED BY DESIGN PROFESSIONAL Plumbing/Gas I /1 Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. --- '� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing - 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed .;.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 41 Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION •-�� l Map _I V Parcel 03$` Application �/ z Health Division Date Issued /y 9 Conservation Division ©llycy Application Fee l�s �P7. Planning Dept. BAN 0,3 Permit Fee Date Definitive Plan Approved by Planning Board)MKA., 'J"'"A Historic - OKH _ Preservation/ Hyannis NSTA,gi Project Street Address sS �-,tiU42� v) e- w' 0 R,Ly t Village C IZtA ��yl. y► ( Ci Owner Q6&J1 p (riir, -e,4-T-0 Address W VU1 Telephone SA— q 92 — 3 C'e VUT-C&v1` e, a4A. Permit Request C(-)fj S1YW C-,r- S)0 6-LIS' j.PtA44i� Y �lU C�'dYlLi flfhA'e. LU all a 11 A LJ A dAla ilw(J 7ty[) CGS C-,� Square feet: 1 st fl isting�proposed 2nd floor: existing proposed N6 Total new Zoning District Flood Plain •N o 'Groundwater Overlay Project Valuation OW Construction Type Lot Size_ �. 2 s a= Grandfathered: ❑Yes LK\lo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) � Age of Existing Structure iJ ew Historic House: ❑Yes UrNo On Old King's Highway: ElYes [Y No Basement Type: CI Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) U Basement Unfinished Area (sq.ft) I' KG O Number of Baths: Full: existing new Half: existing >41 new�_ r Number of Bedrooms: existing Snew Total Room Count (not iZas ing baths): existing o—new 0 First Floor Room Count Heat Type and Fuel: ( ❑ Oil ❑ Electric ❑ h ypOther Central Air: d'es ❑ No Fireplaces: Existing New 2._ Existing wood/coal stove: 0 Yes &'No De i e size_Pool: ❑ existing3�t �B�iew size _ ar 22�-Z-Y Attached garage: ❑ existing Ynew size _She . i • g ize _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes ❑ No If yes, site plan review# Current Use Proposed Use T��� am(, a APPLICANT INFORMATION -�-- -- - ...(BUILDER OR-HOMEOWNER), _ Name Telephone Number s !7 G'� 0 Address 2,0 Vh, mi u , License # 0 4 r) 45 cor r) liTA, oz-K W, Home Improvement Contractor# 3 (r( Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 46c. to � ,v'��,i b' ►V�la/,u� SIGNATURE DATE t $ FOR OFFICIAL USE ONLY APPLICATION #. DATE ISSUED : MAP% PARCEL.NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: "? 3 FOUNDATION s �; FRAME . INSULATION .• FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS. ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .� �.r LICENSE OR PERMIT BOND BOND NO. S-873602 KNOW ALL MEN BY THESE PRESENTS THAT WE, PAULO GUALBERTO of 55 LAKEVIEW DR Centerville MA 02632 as Principal, and NGM Insurance Company a Florida corporation with its principal office at 4601 Touchton Rd East Ste 3400 Jacksonville, FL 32245-6000 as Surety, are held and firmly bound unto Town of Barnstable in the sum of Five Thousand and 00/100 Dollars ($ 5,000.00 ), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally,firmly by these presents. The condition of this obligation is such, that whereas the Principal has obtained, or shall obtain, a license or permit from the Obligee for ROAD BOND at 55 LAKEVIEW DR, CENTERVILLE MA 02632 for the term commencing on the 20th day of December , 2018 and ending on the 20th day of December , 2019 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit, and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this bond, then this obligation shall become void and of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond - shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. Regardless of the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made,the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED on this. 20th day of December 2018 PAULO GUALBERTO By \r NGM Insurance CAnpany ✓. B y IR y Dl Attorney-in-Fact 1923,t; JAMES R HI AN JAMES R. HINDMAN, JR. NOTARY PUBLIC 68-QQ-0002a-06 Commonwoolth of Moeeoohuoetle My caflimlealcn Pupir®t Mafth 9, 2023 NGM Insurance Company Report of Execution -'New BuSi'neSS 4601 Touchton Rd East Ste 3400 p P.O.Box 16000 Jacksonville, FL 32245-6000 Thank you for choosing NGM Insurance Company for your Surety needs Agency Code: 20-1060 Bond Number: S-873602-N Schlegel& Schlegel Insurance Bond Effective Date: 12/20/2018 34 Route 28 Bond Expiration Date: 12/20/2019 West Yarmouth, MA 02673 Type of Renewal: Continuation Certificate Principal: Obligee: PAULO GUALBERTO Town of Barnstable 55 LAKEVIEW DR Town Offices Centerville,MA 02632 367 Main St Hyannis,MA 02601 Type of Bond Classification Penalty Amt Premium Amt Comm Rate Permit Street/Highway Permit $5,000 $100 0.250 TOTAL PREMIUM $100 Remarks: ROAD BOND N 11)1�i` 'f. rY 1l'iY 1`.7�����,�{•I1 l t�i•e�..V �.Ef� ,i a Direct Bill JHINDMAN "' ' ' ' '�'' � �r� °'i i 1 i NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street Amerka Group S-873602 KNOW ALL MEN BY THESE PRESENTS:That NGM Insurance Company,a Florida corporation having its principal office in the City of Jacksonville,State of Florida,pursuant to Article IV,Section 2 of the By-Laws of said Company,to wit: "SECTION 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them." does hereby make,constitute and appoint JAMES R HINDMAN its true and lawful Attorney-in-fact,to make, execute,seal and deliver for and on its behalf,and as its act and deed bond number S-873602 dated December 20,2018 , on behalf of ****PAULO GUALBERTO**** in favor of Town of Barnstable for Five Thousand and 00/100 Dollars($5,000.00 ) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized officers of NGM Insurance Company;this act of said Attorney is hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977. Voted:That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking, recognizance or other written obligation in the nature thereof; such signature and seal,when so used being hereby adopted by the company as the original signature of such officer and the original seal of the company,to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Vice President,General Counsel and Secretary and its corporate seal to be hereto affixed this 1Ith day of January,2016. cc n NGM INSURANCE COMPANY By: ---- r`` Bruce R.FOX %ryq,grRrOwp,�c Vice President,General Counsel and Secretary State of Florida, County of Duval On this 1 lth day of January,2016 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified,came Bruce R.Fox of NGM Insurance Company,to me personally known to be the officer described herein,and who executed the preceding instrument,and he acknowledged the execution of same,and being by me fully sworn,deposed and said that he is an officer of said Company,aforesaid:that the seal affixed to the preceding instrument is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company;that Article IV,Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed by official seal at Jacksonville,Florida this Ith day of.lanuary. 2016. *TeSM AM Ph" NOTARYPUBLIC Gt,l STATE OF FLMIDA CermEiRFF916H7 Expires 1013/2019 1,Nancy Giordano-Ramos,Vice President of NGM Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jacksonville,Florida this 20th day of December , 2018 �°"ND cOq�F 1923 `- � ✓t Gin-�'� o� ''4�rir�rrORnC P"`bp WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond please call 1-500-225-5646. TO SUBMIT A CLAIM: Send all correspondence to 55 West Street,Keene,NH 03431 Attn: Bond Claims. �'ME, Town of Barnstable Buiiding Department'Services ` Brian Florence, CBO Eo L659. k � Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder (r- C 6 fAA-Q ,as Owner of the subject property hereby authorize S -c uJ to act on my behA in all matters relative to work authorized by this building petmit application for. LEA Yee VI fi W O.YI,M f!^ C rvtGK,y1 I lr�i (Address of Job) **Pool fences and alarm are the,responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner S' tore of Applicant o s Print Name Print N bate I . Q:F0RIa:0A NERPER,%M9I0IQ00L3 REv:08/16/17 Town of Barnstable $adding Department Services T Brian Florence,CBO °f o Building Commissioner 200 Main Street, Hyannis;MA 02601 RAIMSTAMA www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE FIKEAIPTION 'Z I Z<7 I(� PleasePriat DATE: JOB LOCATION: S� I A V'—C V c10 I�1�,�17 �.. 6e—t-z _ number ViUage mime Q home phone# work phone# ,Up MAIUNG ADDRESS: �AGLrin 1`J mh ��n stEto zip code The cogent exemption for"homeowners"was extended to include owner-occupied d w_relling_s of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor• DEFIl�ITIYON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- fa niily dwelling,attached or detached structures*accessory to such use and/or farm siiuctores. A person who constructs more than.one home in a two-year period shall not be considered a homeowner. Such"homeowner:'shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the bmldina permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. s The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures andre ents and that he/she will comply with said procedures and regimements. signature of Homeowner Approval of Building Official . Dote: Three-family dwellings containina 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction ControL HOMEOWNER'S ERE'MP LION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section'(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall 'act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 215) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against.the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is Ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q.\WPFMES\FORMS\building permit firms\EXPRESS.doc 08/16/17 Client#: 38438 2CENTRALCA DATE(MM/DDNYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 05/14/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 775-1620 AX No: 5087781218 A/C No Ext 973 lyannough Road E-MAIL ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC p Hyannis,MA 02601 INSURER A Arbella Mutual Insurance Company 17000 INSURED INSURER B:Associated Employers Insurance Company 11104 Central Cape Construction Company,Inc. INSURER C 820 Main Street INSURER D Cotult,MA 02635 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXP LTR TYPE OF INSURANCE NSRL WVD POLICY NUMBER MM/DDY/YYYY MM/DDNYYY LIMITS A GENERAL LIABILITY 3600067686 0910612017 09/0612018 EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY PREMISES o"�Tt,Er°nce $500 000 CLAIMS-MADE I I OCCUR MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JECOT LOC $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED Per PERTYtDAMAGE $ HIRED AUTOS AUTOS UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050091992018A 5114/2018 05/14/201 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 OOO LL DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) **Workers Comp Information** Voluntary Compensation;Other States Coverage Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin, Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE -9s7-4 G C. ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S2119241M211923 LS1 (?TX e fo Lll e a lull Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement'Contractor Registration Type: Corporation Registration: 131 S41 CENTRAL CAPE CONSTRUCTION COMPANY;INC: Expiration: 09/25/2020 820 MAIN ST COTUIT,MA 02635 NIT Update Address and Return Card. SCA 1 20M-05/17 r.'/JIr T('NNJJJOitICPll��1!!?�Ci([lI1JfLC�iNC�IJ Office of Consumer Affairs A Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Carooretlan before the expiration date. If found return to: Rogistral1lo goration Office of Consumer Affairs and Business Regutatlon 131 B41°,. 09012020 1000 Washington Street Suite 710 CENTRAL CAPE CONSTRUCTION COMPANY,INC. Boston,MA 02118 f 1' .. STEPHEN J.DEVLIN,'„MAI + EO UIT,MAT C 02M Not1*%Ithout gnewre Undersecretary Comntoriwealth of® Massachusetts-` - Division of Professional Licensure Board of Building Regulations and Standards r ConstrVCtw4tb*'1grvisor CS-047993 E' ires: 02/04/2020 x + 41 STEPHEN J DEVLIN S 820 MAIN STREET; COTUIT MA 02685 SQL a Commissioner i REScheck Software Version 4.6.5 Compliance Certificate Project New Custom Home Energy Code: 2015 JECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,320 ft2 Glazing Area 17% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55 Lakeview Drive Paulo Gualberto Steve Devlin Centerville, MA 02632 Central Construction Company 820 Main Street Cotuit, MA 02635 508-776-6660 5. Compliance: 5.5%Better Than Code Maximum UA: 454 Your UA: 429 The'%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope AssemblieAssembly Gross Area. Cavity Cont. Ceiling 1: Flat Ceiling or Scissor Truss 11880 49.0 0.0 0.026 49 Ceiling 2: Cathedral Ceiling 260 38.0 0.0 0.027 7 Wall 1: Wood Frame, 16" o.c. 2,878 21.0 0.0 0.057 130 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 312 0.300 94 Door 1: Glass 188 0.310 58 Door 2: Solid 20 0.220 4 Door 3:Solid 20 0.280 6 Door 4: Solid 40 0.260 10 Door 5: Solid 20 0.070 1 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,612 30.0 0.0 0.033 53 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 530 30.0 0.0 0.033 17 Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 1 of10 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP keith 'R-e swooal 12/17/2018 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 727529 �I Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 2 of10 I I REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ;building envelope.Thermal []Not Observable ;envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable ,s Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is.' Heating: Heating: T Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not [PR2]2 on loads calculated per ACCA # Cooling: Cooling: Manual J or other methods ❑Not Observable i� approved by the code official. � Btu/hr ; Btu/hr �ONot Applicable ; ; ; I Additional Comments/Assumptions: • I i 1 High Impact(Ter 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions ` &Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation :[]Does Not and extends a minimum of 6 in. below ; A grade. �❑Not Observable; ;❑Not Applicable 403.9I Snow-and ice-melting system controls;❑Complies [FO12]2 t installed. UDoes Not UNot Observable :,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 4 of10 ►1'` Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. (FR1]1 ;❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ;OComplies 'See the Envelope Assemblies 402.3.1, !average). �❑Does Not ;table for values. 402.3.3, 402.5 ! '❑Not Observable [FR2]1 ❑Not Applicable ; ; 303.1.3 ;U-factors of fenestration products �❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ,with the NFRC test procedure or ;taken from the default table. J❑Not Observable (❑Not Applicable ' 402.4.1.1 ;Air barrier and thermal barrier {❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not instructions. []Not Observable ; r❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting ❑Does Not ! ;AAMA/WDMA/CSA 101/I.S.21A440 ;or has infiltration rates per NFRC []Not Observable ; 400 that do not exceed code ❑Not Applicable ;limits. ; 402.4.5 'IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 tsealed at housing/interior finish J ❑Does Not !and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12] !insulated >= R-8 where duct is ❑Does Not ;>= 3 inches in diameter and >_ ! 'R-6 where<3 inches.Supply and #❑Not Observable ; 'return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.5 1Building cavities are not used as i❑Complies [FR15]3 ducts or plenums. ❑Does Not I❑Not Observable ❑Not Applicable 403.4 1HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ! ; ; below 55 QF are insulated to>_R- ❑Does Not ! 13. ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;❑Complies ; [FR24]1 !piping. i❑Does Not i❑Not Observable I❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 ;>_R-3. r ❑Does Not ❑Not Observable ; ❑Not Applicable 403.6 JAutomatic or gravity dampers are �E]Complies ;Requirement will be met. [FR19]2 {installed on all outdoor air j❑Does Not intakes and exhausts. ?❑Not Observable 1❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 6 of10 1 Section Plans Verified Field Verified # Insulation Inspection Value Value TComplies? Comments/Assumptions & Req.ID 1 303.1 1AII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]z for the installed R-values []Does Not provided. j ❑Not Observable I❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ' tlNot Applicable ; 303.2, :Floor insulation installed per i❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2)1 ;in substantial contact with the :underside of the subfloor, or floor ❑Not Observable :framing cavity insulation is in ❑Not Applicable ; :contact with the top side of ,sheathing, or continuous ; insulation is installed on the ;underside of floor framing and ,extends from the bottom to the :top of all perimeter floor framing 'members. I ' 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/7 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 'wall insulation on the wall [IN3)1 :exterior,the exterior insulation ;❑ Mass ❑ Mass UNot Observable ; 10 ?requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per f❑Complies 'Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not J❑Not Observable IF-]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ` Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1. ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ; ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per I❑Complies {Requirement will be met. 303.2 manufacturer's instructions. s❑Does Not [FI211 ;Blown insulation marked every 300 ft'. ❑Not Observable ❑Not Applicable 402.2.3 lVented attics with air permeable rOComplies ;Requirement will be met. (FI22] insulation include baffle adjacent ❑Does Not :to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- :[]Complies ;Requirement will be met. [FI3)1 ',insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ SO Pa. <=5 ; ACH 50 = ACH 50 = ❑Complies ;Requirement will be met. [F[17]1 lach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]11 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ,❑Not Observable handier @ 25 Pa.For rough-in ; tests,verification may need to i ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI2711 !determine air leakage with ft2 ft2 ^❑Does Not :either: Rough-in test:Total ; ;leakage measured with a '[]Not Observable s :pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handler enclosure if installed at time of ' ;test. Postconstruction test:Total ;leakage measured with a t ; :pressure differential of 0.1 inch ;w.g. across the entire system ; ;including the manufacturer's air ;handler enclosure. 403.3.2.1 ;Air handler leakage designated i❑Complies [FI24]1 :by manufacturer at<=2%of #❑Does Not !design airflow. UNot Observable I❑Not Applicable 403.1.1 SProgrammable thermostats ❑Complies [FI9]2 !installed for control of primary t❑Does Not heating and cooling systems and initially set by manufacturer to t❑Not Observable code specifications. ❑Not Applicable 403.1.2 iHeat pump thermostat installed !E]Not ❑Complies (FI10]2 Ion heat pumps. []Does Not Observable ❑Not Applicable 403.5.1 RCirculating service hot water 4❑Complies [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. i ❑Not Observable ; 111Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck Page 8 of1O Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 `All mechanical ventilation system" }❑Complies [FI25]2 }fans not part of tested and listed i k❑Does Not {HVAC equipment meet efficacy S and air flow limits. 1❑Not Observable r❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 Ethrough one-or two-pipe heating ❑Does Not systems have outdoor setback lcontrol to lower boiler water I �❑Not Observable Etemperature based on outdoor ❑Not Applicable ,temperature. 403.5.1.1 J Heated water circulation systems �OComplies [F128]2 have a circulation pump.The ;❑Does Not ,system return pipe is a dedicated I return pipe or a cold water supply i❑Not Observable ; pipe. Gravity and thermos- '❑Not Applicable ,syphon circulation systems are not present.Controls for icirculating hot water system pumps start the pump with signal ; for hot water demand within the ; occupancy.Controls lautomatically turn off the pump ; ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. j 403.5.1.2 Electric heat trace systems '❑Complies [FI26]2 comply with IEEE 515.1 or UL PDoes Not 515. Controls automatically adjust the energy input to the i❑Not Observable ; heat tracing to maintain the s❑Not Applicable :desired water temperature in the !piping. 403.5.2 !Water distribution systems that I❑Complies [F130]2 jhave recirculation pumps that tDoes Not pump water from a heated water i I supply pipe back to the heated ❑Nat Observable ; Rwater source through a cold ❑Not Applicable ; ;water supply pipe have a ;demand recirculation water ; ;system.Pumps have controls 1 (that manage operation of the pump and limit the temperature i of the water entering the cold Gwater piping to 1044F. 403.5.4 Drain water heat recovery units ;❑Complies [F131]2 tested in accordance with CSA 1[]Does Not {B55.1. Potable water-side 111 3pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for []Not Applicable ; individual units connected to one j or two showers. Potable water- ,side pressure loss of drain water heat recovery units<2 psi for ; individual units connected to three or more showers. 404.1 :75%of lamps in permanent [E]Complies (F1611 :fixtures or 75%of permanent `❑Does Not ;fixtures have high efficacy lamps. 1 ;Does not apply to low-voltage Rot Observable plighting. {❑Not Applicable ; 404.1.1 Fuel gas lighting systems have i❑Complies [FI23]3 no continuous pilot light. t❑Does Not i❑Not Observable I❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitled.rck _ Page 9 of10 Section Plans Verified field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. OComplies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable iE]Not Applicable 303.3 Manufacturer manuals for S ❑Complies [17I18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable , 10Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Home Report date: 12/17/18 Data filename: Untitleclxck Page 10 of10 2015 IECC Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating • Window 0.30 Door 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Commonwealth of Massachusetts Sheet Metal Permit 5`a Date: 05/16/2019 > i Permit# Estimated Job Cost: $ 000 • CO ermit Fee: $ M4Y Plans Submitted: YES II NO EN/A `- 0 ?0�ans Reked: YES NO II Oka Business License# 612or Li//cense# 6717 Business Information: Property Ow&r/Job Location Information: Name: Braga Brothers, Inc. Name: Street: 110 Breeds Hill Road, Unit 5 Street: 55 Lakeview Drive City/Town: Hyannis City/Town: Centerville Telephone: (508)827-4260 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES 7 NO Staff Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family n Multi-family g Condo/Townhouses n Other 1-1 Commercial: Office F] Retail F] Industrial n Educational n Institutional 1-1 Other Square Footage: under 10,000 sq. ft. Fv—(] over 10,000 sq. ft.n Number of Stories: Sheet metal work to be completed: New Work:n Renovation:n HVAC� Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents n Air Balancing Provide detailed description of work to be done: Supply and install 2-60k BTU furnace, one with a 3 ton condenser and the other with 2.5 ton condenser�o serve whole house with heat and cooling. i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes[Z) No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy El Other type of indemnity ® Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type f License: By Master Title ❑ Master-Restricted CZ6; City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval I I Fold,Then Detach Along:All Peiforatio'iis _.._ �..�—n---.•,: . : _ ........_...... ...._.........._....................... .............--....... ..............._..................................... ....._................. MAE i 4 ._.'{°ap` "s3§'.. .'tee-„{.n 1'. "T` ............ 11' ........ OL�flAONWiE; LT OF �fl #SSeCHISE`�, S.x.x..� f ISSUES-THMMOUODUING LiG1=NSE A EX BiBFL4GA .f ^; f 1fr i� .;� r -,1f> 9�4y'. F '�' s'k.Sd'� V• � .ti Jq � 2 M.(19UN ?- � MARSTOMS MILLS, . , <,. A 612 91l07/20�119135 999 - --- ---__ ...-._ . _. -- Fold,Then Detach Along All Perforations I a......` .....................................................................�, L= OR ................. ......................................................... RUMASSACM �*L 'r.::Miic.^..: ct.c S'.^.r '.t� ..::a11`�'.LkL� `r2�si�`6s t'y .:............................................. ............. e'8:�fsxsic{NO RUN W' SHEET 1fETAL�WORAL K z7x MAST R=lf1NRfSTRICMTeED '' �c'\ eZ 1w •.S>y"'..gk"aJr.��'?' 7 F`Q y fta s sgy�s Qr r�ALEX B BRA�GA2ry \, z t i1 p BRE DS lill9L*m b� ak� n� FiY�►NIdIS MA, 02601 1864` Jt +�,. �' �C���4.-.-a„ -'� .rf#tZX 'r[,V', ,F .;,�'•�+J .l r"a[ '�1 .i1M�1[\1 r- A AfUSETTS DRiVEIt'S. � tL� "' ;'LICENSE; a �;A ;0 3D12417 ` b47919932,' 102022 oirt 1984Vol �:.; ,y ,, J e 34�O AKMONT ROAD YMMOUTHPORT;MAff1675 * f �. N IONct { e0ow3ormnavgz�tmro •a:--Ln j��if" ,��T� :�".tyy s..Jr;-_. . .n•.v....... �y ,.... Town of Barnstable Regulatory Services _ Thomas F.Geller,Director MAM ,. Building Division Tom Perry,Building Commissioner 200 Main street,Hyannis,MA 01601 www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Usi=A Builder I i as Owner of the subject property hereby authorize gra.aa Brothers, Inc I Alex Braga to act on my behalf, in all matters selattve to work authorized by this building permit (Address of Job) **Pool fences and alarms.are the responsibility of the applicant. Pools i are not to be filled before fence is installed and pools are no to be utilized until all final inspections are performed an c tied. ignature o er Si na e of Applicant '►p��� ID Alex Braga i Print Name Print Name I I 05.Ok.1°t Date l7 FORMs:OWNER?MU&SS10NP00LS i DATE(MM/DDIYYYY) ACC)" CERTIFICATE OF LIABILITY INSURANCE 03/04/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gabriel DeSouza NAME: Murray&MacDonald Insurance Services,Inc. H/ IO No Ezt: (508)540-2400 nIX No): (508)289-4111 550 MacArthur Blvd. E-MAIL gabriel@dskadvice.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Bourne MA 02532 INSURER A: Arbella Protection Insurance 41360 INSURED INSURER B Braga Bros.Inc. INSURERC: 110 Breeds Hill Rd INSURER D: Unit 5 INSURER E: Hyannis MA 02601 INSURER F: COVERAGES CERTIFICATE NUMBER: 19-20 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL 51.11311 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE r OCCUR DAMAGE TO RENTED PREMISES Ea occurrence s 100,000 MED EXP(Any one person) $ 5,000 A 9520052704 03 03/01/2019 03/01/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 JC7 LOC PRODUCTS-COMP/OPAGG $ POLICY ❑ EO 2,000,000 OTHER: I Contractors Comm $ AUTOMOBILE LIABILITY GOMBINED-SINGLE LIMIT s 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ A OWNED X SCHEDULED 1020052173 03/01/2019 03/01/2020 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident Underinsured motorist BI s 100,000 X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB HCLAIMS-MADE 4600065467 03/01/2019 03/01/2020 AGGREGATE $ DED I X1 RETENTIONS 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER A ANYPROPRIR/PARTNER/EXECUTIVE ❑ NIA 422005277003 03I01/2019 03/01/2020 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? 1,000,000 (Mandatory in NH) E.L.DISEASE-Fly EMPLOYEE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 � �J�l•sc� ©1988--2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:General Businesses. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Business/Organization Name:Braga Brothers, Inc. Address: 110 Breeds Hill Road, Unit 5 City/State/Zip:Hyannis/MA 02601 Phone#:(508)827-4260 Are you an employer?Check the appropriate box: Business Type(required): 1.❑✓ I am a employer with 8 employees(full and/ 5. ❑Retail or part-time).* 6. ❑Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7_ ❑Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers' comp.insurance required] g• Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4),and we have 10.❑Manufacturing no employees. [No workers'comp.insurance required]* 11.❑Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees. [No workers'comp.insurance req.] 12.❑Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#l. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Arbella""M��utt'uall Insurance Insurer's Address: 5 5 d,&VJAI rt,W & VG City/State/Zip: .MA 0Z63oZ Policy#or Self-ins.Lic.#422005277 Expiration Date:03/01/2020 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for i co a verification. I do hereby cer ' ,u the and enalties of perjury that the information provided above is true and correct. Si nature: Date: 06.4 6.Aq Phone#:(508) 827-4260 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mass.gov/dia Page 1 Residential Heat Loss and Heat Gain Calculation 5/14/2019 In accordance with ACCA Manual J Report Prepared By: Braga Bros. Inc For: Paulo Gualberto 55 Lakeview dr Centerville, MA Design Conditions: Cape Cod Indoor: Outdoor: Summer temperature: 75 Summer temperature: 100 Winter temperature: 72 Winter temperature: 0 Relative humidity: 55 Summer grains of moisture: 100 Daily temperature range: High Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 3,370 sq.ft. 48,463 8,802 57,265 113,833 ( 5 tons ) First Floor 17,898 4,323 22,221 66,486 All Rooms 1,521 sq.ft. 17,898 4,323 22,221 66,486 Infiltration 4,425 3,173 7,598 17,954 -Tightness:Avg.; Winter ACH: .7 ; Summer ACH: .4 Duct 0 0 0 6,044 -Supply above 120; Enclosed in unheated space; R-6 People 5 1,500 1,150 2,650 0 Miscellaneous 1,000 0 1,000 0 Fireplace 0 0 0 7,117 -Average-glass doors, damper Floor 1,521 sq.ft. 0 0 0 17,084 -Over unheated basement; Hardwood or tile; No insulation N Wall 227.5 sq.ft. 483 0 483 1,474 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 22.5 sq.ft. 562 0 562 893 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 20 sq.ft. 500 0 500 793 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. Glassdoor 42 sq.ft. 1,050 0 1,050 1,666 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. E Wall 289.4 sq.ft. 615 0 615 1,875 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none y ' Page 2 Paulo Gualberto 5/14/2019 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Window 11.3 sq.ft. 836, 0 836 448 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 11.3 sq.ft. 836 0 836 448 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. S Wall 155 sq.ft. 329 0 329 1,004 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 22.5 sq.ft. 900 0 900 893 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 22.5 sq.ft. 900 0 900 893 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 42 sq.ft. 545 0 545 1,663 -Wood; Hollow; No storm Door(2) 70 sq.ft. 909 0 909 2,772 -Wood; Hollow; No storm W Wall 268.5 sq.ft. 570 0 570 1,740 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 22.5 sq.ft. 1,665 0 1,665 893 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 21 sq.ft. 273 0 273 832 -Wood; Hollow; No storm Second Floor 30,550 4,469 35,019 47,288 All Rooms 1,849 sq.ft. 30,550 4,469 35,019 47,288 Infiltration 4,628 3,319 7,947 18,778 -Tightness:Avg.; Winter ACH: .7 ; Summer ACH: .4 Duct 1,455 0 1,455 4,299 -Supply above 120; Exposed to outdoor ambient; R-8 People 5 1,500 1,150 2,650 0 Floor 1,849 sq.ft. 0 0 0 0 -Over conditioned space N Wall 299 sq.ft. 635 0 635 1,937 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 33.8 sq.ft. 845 0 845 1,341 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. Window(2) 11.3 sq.ft. 283 0 283 448 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. E Wall 276.5 sq.ft. 587 0 587 1,792 Page 3 Paulo Gualberto 5/14/2019 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 67.5 sq.ft. 4,995 0 4,995 2,678 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. S Wall 237.5 sq.ft. 504 0 504 1,539 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 22.5 sq.ft. 900 0 900 893 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. Glassdoor 42 sq.ft. 1,680 0 1,680 1,666 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor(2) 42 sq.ft. 1,680 0 1,680 1,666 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 242.7 sq.ft. 515 0 515 1,573 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 101.3 sq.ft. 7,496 0 7,496 4,019 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 1,849 sq.ft. 2,847 0 2,847 4,659 - Roof-Ceiling combination; R-30 batts (2 X 10 rafters); Dark Whole House 3,370 sq.ft. 48,463 8,802 57,265 113,833 ( 5tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. y _ 3 31'4t%4d Ty It C w1_M6 �f CA �f � _. --_--_��S.Vt tU +2Pl.utJ� �� _' �u os C- sf k.,ca•�a:f�--t `� � 1.� •.., ALCt�S zi :`� - _ � �. ` F-�mi�e�+7 �l 60 � s fr- i .. 2 ;—II cbia g, �+ r ' �. I —�•utrf�. — .n•. � n = Y � .s , r1 (1q� t 6E• ,� _ �' ,�o.;�s` S ��. OS y ..M ��,�` Ci3.+�4�..+rn ± l..r t ?yam = 4, s3�Pc?.) Ni lei lu Ii; � FWIr 6b66''L ._ rrxY)10:. .__.__-_f�6•��46.4R._ — _ ....I,. .. S S� .� � + I _ _ <-_._�B.nx4_�.nn.G_.c.•-cr...—.. t �. � �4 � y . � �y _�' i � + .Q fOM1 J++,.. Fill, -.:U r ✓+:,—( � i ` t A 2 3 1�r _l+.rr..'f 'L'.M + a �'�'i I a W /• - a I ' f' or +I Al z I s 1 LM e V4v rgo.%Jc, rrp-$T :I.oGL PLA•,I { le a� 6-V I i (eu�rwv,fl¢S nay z�16 'j�l. CeNrrti,�l Ca�.. �+la�{quclilIV Town of Barnstable Building t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 163P Posted Until Final Inspection Has Been Made. Permit �� Mato Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-1429 Applicant Name: MARCOS DASILVA Approvals (w Current Use: Structure Date Issued: 05/20/2019 Permit Type: Building-Pool-Inground Expiration Date: 11/20/2019 Foundation:Cou.k a �� 1A Location: 55 LAKEVIEW DRIVE-&G"',DEL-UW F Map'Lot: 214-038-XOS� Zoning District: RD-1 Sheathing: Owner on Record: GOODWIN, LISA K TR !! Contractor Name:`-.MARCOS DASILVA Framing: 1 � t•L Address: 57 BENT TREE DRIVE Contractor License: 186520 2 CENTERVILLE, MA 02632 �� �` Est. Project Cost: $ 25,000.00 Chimney: Description: Inground swimming pool 18x36 Permit Fee: $ 175.00 Heated, Door Alarmed,Vinyl Liner, Fenced € Insulation: F Fee Paid:; $ 175.00 ( Final: Project Review Req: MARCOS DASILVA LISTED FOR QUALITY POOLS OF CAPE COD. Date:�'� 5/20/2019 WILL NEED A HOME IMPROVEMENT REGISTRATION IN THE p NAME QUALITY POOLS OF CAPE COD. - ^� Plumbing/Gas Rough Plumbing: NBuilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsix months after issuance. All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: f Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1n' r V Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 -: Home Improvement Cdntractor Registration E i Type: Individual Registration: 186520 MARCOS DASILVA 'h=, ,,. ••:F Expiration: 11/27/2020 141 WAYLAND RD HYANNIS,MA 02601 '' I:S - Update Address and Return Card. SCA 1 0 20M•05/17 .T�� �/r�n�ciut•c2l�o�JG�s¢c�isel/� s Office of Consumer Affairs 8 Business Regulation HOME IMPRO-VEMENT CONTRACTOR Registration valid for individual use only TYPE;Individual before the expiration date. If found return to: Regisi h6o'nr. Expiration Office of Consumer Affairs and Business Regulation 1i3620 =;.-. 11/27/2020 1000 Washington Street-Suite 710 MARCOS DASILVA; ,- Boston,MA 02118 MARCOS DASILVq� r 141 WAYLAND RD':a-=`5 •' HYANNIS,MA 02601 Undersecretary Not valid without signature v f 36' 90 DEGREE INSIDE CORNER A I CF 4 8 8 8 1 STAIR 1B 4' \51--8- 8 18' 2 10' 40'-3" 40„ 2 DEEP DEEP 4' 6' 14' 12' g 8 4' C CF 4 8 8 8 1 8 CFI CF--90° CORNER FILLER ,-4-CONCRETE DECK COPING n BACKFILL WfT11 3/8'0 BOLTS CLEAN EARTH &NUTS Ea 15111084 THIS POOL CONFORMS TO CUSTOMER SIGNATURE REQUIRED DATE PANELEND FILE NUMBER: APSPIANSIIICC-520ll STANDARDS I CONCRETE A-FRAME BRACE FOR RESIDENTIAL INGROUND ! I DOLLAR Perimeter: 108'-0" t (25W psi) VINYL LINER SWIMMING POOLS HORIZONTAL DEALER STAKE BRACE Surface Area 648.00 SQ FT 33 Wade Rd. 1111 pe ri a I NAME: z PooL Ladiam,NY 12110 BorroM volume : ---- CUSTOMER ---- phn:518-786-1200 POOLS NAME: BY: nvonk 8 n/a fax:518-786-0954 L—2'-6'OVERDIG� BY N i � f / • .. _.. 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S'V j � $ i A� �'��! .• I i I 1 't- - SF/ALI OW nFFP FAIO 'ANC/�SPI- r F6_-Mad1.S Rectangle T Radius Rectangle e; SFLevF s srzF Fungi QFpgt pal 12'x 24' 12'x 24' 16'x032 , Ke o/e gadlu,Ractanpte-,z:u— --7- 40• 6• ' 0 -- 14'x 28' 16'x 24' h itedaus RaeunW.-it a it 1 /0_ T 0 18'x 36' 16'x 32' c itaaius Rectangle-1P a 3z_ 10' --s'- Il 16'x 37 16'x 36' 18,x 36' c Ra�us r+eciI We-I V as 3V -- 40" b• II 20'x 40' 18'x 86 18'z 36' 20'x 40' or Ra®us ttectargle-zQ a to 40" 20'x 40' 20'x 40' c Kamm iiu:EL-IV i 3V a it -_ 40 Ir R0dIus L.aay EL-I V X 4 _ - 40' ---!-- - — z Radius Rectangle-Ir a 24 - 40 - - - 6' -' 0 - 4 z RadWs Rectangle•1F,[Jt' - -40' a' ' -Q - z Raalua Rectangle-1r a 3r 40•' .-b'. 7 Radius Rectangle-1e=7i'-_ - 40" __I _ 6"Radius Lazy EL 16 ney z Ftiews RecranyieV�o i rr_-- --40' ii - 2'Radius Lazy EL 4'Radius Rectangle T- 15'x 26' z Radtua Tnre�-1s a 3r a u' 40" S I l 18'x45' 16'x32' 16'x30' 7 Radius TmeEL-IVa3ra2r -- 18'x 43' 18'x 36' 16'x 33' 2'Radius True EL-20'a 4S a ze _ _ _40" -:- -_s' -- -----• II---- 20'x 40' 18'x 36' z Radius Lazy EL.iV a ar — 4Cr 20'x 38' C Radius Ractangle-1r it 37 40"_ _ { I•Radhu Rectangle-1r a 3r 40" a II f• 4•Radius Rec 2g—-2O a 44 40" a'. Q --- --'- -_.. _ ".-.._---...... —._..... t•Radius Lazy EL-tsaCT 40" R ' Jewel-trazr f0" . 6' 0 Jewel-1r a 37 40" a' 11 _ we Y'Radius True EL Jel-1s a 40"ss Jewe;-1s:3r 6"Radius True EL 16'x 3T x 24' r 4'Radius Lazy EL t L� vano-rc.a it 40' S —r 0 16'x 38'x 24' 18'x 3T x 26' 1 16'x 34'x 25' P■no-x4•a 2C 40" S 0 ' 20'x43'x28' 18'x43' S 18'x3Tx29' vano-2ra2e_ 40 6' 0 20'x 42'x 31' Grecian-1s a a 40" 7' 0 Gmdnn-,r a 33' 40" a' Q Grecian-tr a sr 40" bS _ Gmclan-IV a Sr 40" a' . I Gtedan-W a 3r t Grecian-2P a W • Gredan Lazy EL-lr a 3r Grecian Roman End Gr.dan Lazy EL-2Cr a 4s 40S Oval->r■sz Jewel 15'is 29' 16'x 35' Mountain Pond 16'x 28' 1T x 33' 16'x 3T oval-IV a it 40" - a'- II 16'x 32' I T'x 3T 18'x 39' 18'x 30' oval-2tr a 4tr- 40" a' Q 16',x 36'- 18'x 3T 18'X 41 20'x 34' Roman End-ts a 3r 40" 18'x 36' + 20'x 36! Q1 'x 41' 22'x 36' Roman End-1r a 3r 40- a• II m 20'x 40' 20'x 43" 24'x 40' Roan End-tr a 3r 40" Roman End-ts a 41' 40" i Rornan End-Wa41'� Roman End-2r s 4r 40"_ - a•. Q Roan End Laay EL-Ira 4s 40" Ta. II - - - - - - _ - - - Mountain Lake - Keyhole-W a 3r Grecian Lazy EL Roman End Lazy EL 21'x 3Z' !Keynol.-1r a x- 40" 1 s'6" 0 Patio KayhcIe-2W a 4Q 40" a' - II 21'x 21 17'x 39' 18'x 4,V ; 21'x 40' ladney-1r a 2r 40" 6• 0 24'x 24 20'x 44' 23'x 3T ladney-,r a 31r 40" 6' 0 26'x 26' 1 23'x 42' Kidney-1r a lIT 25'x 40' Kidney-tr a 3r 24'x 44' Kidney-2V a 3r 40" a' 1 It Mountain Pond-,r a 3d 40" 6• 0 Mountain Pand-2(•a 34' 40" a' I Moundln Pond-2r a W 40" a' Q ADJUSTABLEA-FRAME PANEL BRACE j' Mountain Pond-Wa4? 40" a• Q GENERAL INSTALLATION NOTES Mo�ln�-2V=# �- 6. 0 Mountain Late-21'a 3z 40- 6• 0 3'NOMINAL 1) Installation is to be done in accordance with all Federal,State and Local building codes as well as ANSI/NSPI-5 Standard for Mountain Lake-21'a4C 40- COPING CONCRETE DECK - -Residential Inground�blaimming Pool.s. _ —_ _____ . _ Mountain Lake-2s a Sr fo" - a• Q Mountain Late-2T a 4z 40" a' 2) Pour 2500P.S.1.concrete bond beam around entire perimeter of pool,minimum 8"deep X 2'wide. Mountain Lake-2r a 4r 40" a Q 5'FLANGE AT • - - - Q a 4_ _ " 4' 4' TOP a BOTTOM- 3) Back fill with clean porous earth free of roots and debris. Carefully tamped,in layers not to exceed 12 thick. Fill pool with water Mountain Late-2 OF PANEL %'0 THREADED " Lagoon-tr a 34 a 2s 40" 8' 0 during back filling. Water level should not differ from bads fill level by more than 12 . Roo • Lapeon-,r a 3r a zr 40"ZYz' 4) Pool system is not designed for earthquake or surcharge loading(i.e.neighboring structures,vehicles,trees,equipment,etc.). Lagoon-2Q a 47 a 31• 40" e II EA.PANEL ALL BACKFTLCTOBE UNDISTURBED 5) The basic design of the pool is predicated on a typical installation being soils not containing organic days, peat, humus soil or highly ---END NON-EXPANSMESOM / EARTH expansive soils;also any uncontrollable groundwater within the depth of excavation. If site conditions such as these exist,the pool JaiM A Mmjr. Imperial Pools, Inc. M a Nu sO smT A-FRAME BRACE purchaser/installer`shall contact a local Geotechnical(Soils)Engineer for additional guidance and direction prior to pool installation. 33 Wade Rd PANEL END 6) Finished decks and/or grades shall be constructed so that they'slope away from the pool coping at a rate not less than 1/4"per foot. �IQIYbOd�NAl/ Q Latham, NY 12110 VINYL LINER 7) Grade site around pool and use inert back fill to limit equivalent fluid pressure of retained soil to 501b. per cu. Ft.or less. HORIZONTAL • / W CONCRETE �eiriaAtt#ea STEEL WALL POOLS BRACE COLLAR(ROUND COMPONENT NOTES - - r MIN.FILL `• !'•-��.r, • • \ FULL PERIMETER t MA Professional Engineer Lic.36365 edition POOL BOTTOM ° -.:-.. . OF POOL r . a .; 1) All gauge steel is formed from material conforming to ASTM A-653 with a G-235 galvanized coating. r 0' OF OF LEVELING PLATE 2) All steel angles(panel stiffeners at frame braces)are made from material conforming to ASTM A-653 with a G-235 galvanized coating. /\/\��/\ 3 All bolts,threaded con onents and washers are from material conforming to ASTM A307, nut A563GA,_and are zinc plated. CODE COMPLIANCE �� SG I 4) Concrete decks shall be 3000 P.S.I. compressive strength 1 2'-0' _- 6'--� 'A:. MASSACHUSETTS o J' 2'-6'OVEREXCAVATION. . BUILDING CODE 780 CMR(9th ED. ) r NiARX,JR. REVISION DATE PAGE Barnstable Bldg.DePt i Jnrn��n. , 3-,s-,o 1 _.i INTERNATIONAL RESIDENTIAL CODE -2015 :1 Cn 2 or INTERNATIONAL,SWIMMING POOL&SPA CODE -2015 NO.36365 3 1 Z� B. 1. ELECTRICAL&PLUMBING THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING AND OAF�GISTE�'� Permit#: BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT SSipNgL EN\� ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. AT T PI.T TMRTTJr.ANT TfiT rOMPT V WT14 TRF OT IRR F.NT ADOPTED STATE CODE. � E Town of Barnstable Building Department Services " Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder II__ I, Ta"10 C� ,as Owner of the subj ct property hereby authorize Guo CI -AdsCaa—�Ct on my behalf, in all matters relative to work authorized by this building permit application for: �s &Ih L�'&V a, Ul�� (Address of Job) * Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed d accepted. Signature Owner Signature of ApplIca4t 0 6U 66eilzro �219 S V, kVA (14t;i Pools jw G. Print Name Print Name Dat Q:FORMS:OwNERPERMIS SIONPOOLS Rev:08/16/17 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IF, 600 Washington Street Boston,MA 02111 . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly ^/� Name(Business/Organization/Individual): I"l A,9M C vi W &)nM,jn -Poo lS OF C/AIX i f;70 ]�k Address: I&( WAULAM RD City/State/Zip: ffilgiplis VIA (00 I Phone#: G09 6 - 6 Are you an employer. Check the appropriate bog: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' incrrrar,pe I 9. ❑Building addition [No workers comp.comp.insurance required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their11.El Plumbing repairs or additions myself [No workers right of exemption per MGL comp. p p 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. No workers' 13.❑Other comp.incur mce required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce under the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: — (o Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street BosWn.,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia .......... .. . Application Number............................................................. iKnee� �61 Permit Fee.....I....!�.......0 .............Other Fee........................ %639. set; 'Q2 Total Fee Paid............................................................... ...... TOWN OF BARNST! LE Permit Approval by.. On...A41�......... MI BUILDING PERT �I q M� -x 05 Map........................................Parcel............................................. APPLICATION s Section 1 — Owner's Information and Project Location Project Address 55 LA-c V i�--%^J -Da-�V;cam Village -�v I'16 Owners Name PA-J L O (�V oet-13 PTO Owners Legal Address City State Zip Owners Cell# 5 �'2-3 a- E-mail Section 2 —Use of Structure Use Croup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation Pool ❑ Insulation Other-Specify Section 4 - Work Description TN4e*ylQD SUJiMM�tJG �o€DL Ile" X 6� V i N yl- LiNO?- . 6 r� I' Last undated: 11/152018 Application Number.................................................... Section 5—Detail f Cost of Proposed Construction S Ow Square Footage of Project Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: UJ a N I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated. 11/152018 4 J Application Number........................................... i Section 9= Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor I Name &A6 �5's �DA� S i�V�- Telephone Number SOS - 9'1( -O(o'-14 Address City I�JA Ni S State ft/V'A Zip 0),(0 8 Registration Number �86s Expiration Date 14 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature T Date Q�-1 J16- Cc) Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Q i - a6 - I '� Print Name Telephone Number 5 o E-mail permit to: OrfLGo .WrVA4rc. . OD M Last updated. 11/15/2018 Section 12 —Department Sign-Offs ' Health Department ❑ Zoning Board(if required) ❑ 1 i Historic District ❑ Site Plan keview(if required), ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization`-- i I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: r (Address of job) Signature pf Owner { date Print Name r 1 Last updated 11/15/2018 PROJECT T'ITLE SMOKE DETECTORS REVIEWED ST l.gr, c _vIc_w —Z 4 q I I ATE/Q DILDIIG'�t�T. C EA l- g FIRE DEPARTMENT D O 2QI9 @GTH SIGNATURES ARE REQUIRED FOR PERMITTING Barnstable Bldg.Dept. BAN Approved by: �E Permit#: eir -yJu3 TOWN CENTRAL CAPE CONSTRUCTION COMPANY, INC. 820 MAIN STREET - COTUII Mir, 02635 i Vt - t4 ` s t L 1_..._..�....1.._— -- _.\. � � • � . t.t•. S Y t t �s�� +. �.�1 �.. _ i 4� + _ �!. lt..t, . .S '..f i _ _ _ t tIW o . 'P f w 6FL 4 H 6 ^+ 1•'HI~:f'ARV) FnR 1 � ��; I�{�li `. jj_ G i , !! "; jj , , t. •� _ � ._> �t1 -+. �, i � '� `._.__. _ 'r � Gtv 4 6,.�t.J 6-►3 �T� _ U 4_ � _V L�_� 4 _ _ ;, _ n 1 Con fion company . } ~�-+ Sieve lkvfin°Pre'4ident 81061n 1061 Cotuit,MA 508 1Z{t-iw +D t. 1.i ,� _ 4._ ,' =mall:��nlra5ct�ntouati0nt�prnaN.�om Webatte: r.cantc4il"pecoristnaation,oum SCALE . 0 , SATE .w ��f 6� (f-_ .M �li)W" NO, DRAWN `;HFE"I' OF ----_.—'�__ L.A i/C.e !/►.�..w. . 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S �6 i �21 2�" crll ��t-c( K3 ( �` i ^mil - `�'�3 j PPEAARco FOR Jw DcJ 0; (T_VCL�Lrel'o._ bcsyy orb s l crbso,U l..0 CIES stew /,*win President - °`The expitoistent is AullAw y. ✓i 820 Wro Str®et+ lotult:MA•.60a-420.1340 �.. e-mail:estat�ac.+9t�mttitctlt9nrro �r ®ll,c�t Website;WWW.CentraJcepeCGA$tructiOn,Orri S;CA IL 4E-5, c -uc co< c� S c1 t ►�,, �-�kR� 1` _�_�_ _ __MATE DWG No DES-l*rN CHECK DRAWN � t J The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information //� Please Print Legibly Name(Business/Organization/Individual): �'eU y� L✓` CU�IJn te. W1J G'%v Address: Y'eo VIX.ct,l C.I. City/State/Zip: 66TV lr I ✓WPJ 63 Phone#: �d� �� 6"'���C) •Are y an employer?Check the appropriate box: general contractor and I Type of pr 'ect(required): 1. 1 am a employer with 4. ❑ I am a g employees(full and/or part-time).* have hired the sub-contractors 6. ew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• t 9. ❑ Building addition [No workers' comp.insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: d-, yuS Policy#or Self-ins.Lic.#: Q Expiration Date: ��I`f I U I Cj Job Site Address: fw—r Ui e,kJ wywj e, City/State/Zip: ,-J—J a .t/I l It , WASS 6Z 6-32 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiVation date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insura ce coverage verification. I do hereby certify under the ns and penalties of perjury that t ormation provided above is true and correct. Si nature: Date: Phone#: 7 d'' C6t(O Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: d AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 C14R 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7).......................................... _� Non-Loadbearing Wall Connections _2 Lateral(no.of endnailed 16d common nails)...............(Table 8)................. 2 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft in.5 11' Sill Plate Spans ........................................................(Table 9).................................. ei ft din.s 11' Full Height Studs no.of studs ...............(Table 9)...................... .. a-3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)................................_A ft in.5 12' t/ SillPlate Spans...........................................................(Table 9)................................ . ft O in.5 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening ...........................................................................65 6'8" SheathingType..............................................(note 4).............................................'�16' os a3 2- Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... 6 in. Field Nail Spacing..........................................(Table 10)................................................. 12 in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10).............................. .... ' �j,.................. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2.....................................................................�. 5 6'8" SheathingType.......................................... ...(note 4)...............................................'J�/69 Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................ r. in. Field Nail Spacing..........................................(Table 11). Shear Connection(no.of 16d common nails)(Table 11).................................................... Percent Full-Height Sheathing.......................(Table 11)........................... . . . . .. ............. Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...................:. Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............._a ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 33 6 Uplift................................................(Table 12)............................................U= d3-0p1f Lateral.............................................(Table 12)............................................. Plf Shear...............................................(Table 12)............................................S= '1)plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)...................... .......T= 13 oplf I✓i Gable Rake Outlooker......................................... (Figure 20).............. O ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= 10 lb. �V/ Lateral(no.of 16d common nails)...(Table 14).......................................L= - 6lb. _V Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an 59).........0 ...................... .S.B..2�'P Roof Sheathing Thickness........................................... ........................ in.z 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)..........8-..b...............6—fJ. ......� Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. Vt (�ruv� C�eNre�V��l1� AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 10 Cbeck 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. ............................................................B _ I 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)................ ✓............ Z stories s 2 stories RoofPitch ........................................:.................................(Fig 2) ........................................... i u 5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................eft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................ L46 ft 5 80' _JL BuildingLength, L ..............................................................(Fig 3).................................................E7�ft 5 80' V Building Aspect Ratio(UW) ...............................................(Fig 4)................................................. I,L�s 3:1 v Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................6 f 5 6V 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative In concrete only Bolt Spacing-general ..........................................(Table 4)............................................... � Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... IL in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................1 in.?7" Bolt Embedment-masonry.........................................(Fig 5).......................................... yl� PlateWasher...............................................................(Fig 5)...............................................Z 3"x 3"x'/4" 3.1 FLOORS / Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... ✓ Maximum Floor Opening Dimension...................................(Fig 6)............................-I L ft 15 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... 0 ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Oft 5 d FloorBracing at Endwalls...................................................(Fig 9)...................................................... ✓/ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................ I/ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).......................14 in. Floor Sheathing Fastening..................................................(Table 2).. 1:�d nails at Cin edge/ I Z-in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............................I ft 5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................ICft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................ii in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................_aft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x�-q ft__0 in. Non-Loadbearing walls................................................(Table 5)..............................2x_L--4_�ft ri in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length...................... .. . ... ...... .........(Fig 11 >W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..........................................( a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................ _ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... L' ft _L Splice Connection(no.of 16d common nails)..............(Table 6)........................ ...I............................. _� Law Office of JEFFERY JOHNSON,ESQUIRE 67 School Street 1847 Isaac P. Fairfield House P.O. Box 960 Hyannis,MA 02601 (508) 790-5776 Telephone (508) 775-7526 Facsimile jeff(&iefferyjohnsonesci.com December 17, 2018 Brian Florence, Building Commissioner Town of Barnstable Main Street Hyannis, MA 02601 Re: 55 Lakeview Drive, Centerville, MA, Lot 3 on Plan Book 600 Page 18 Buildability of a lot containing less than 2 acres Assessors Map 214 Parcels 38 X05 and X06 (due to 2 zoning districts) Dear Mr. Florence: I have been asked to render my opinion as to the buildability of the above captioned property. The history of the lot as it relates to zoning begins with the sale of several lots on a previous plan in a deed from Gerald Ramin to Larry D. Nickulas on April 1, 2005. A copy of that deed and the associated plan are attached. Larry Nickulas filed an appeal with the Zoning Board of Appeals and was granted permission to reconfigure the lots he received from Ramin. A copy of that decision as recorded with the Barnstable Registry of Deeds in Book 19836 Page 337, and is attached hereto. The decision was recorded as required and the contemplated plan was endorsed by the Planning Board and recorded as well. On December 18, 2009 Larry D. Nickulas sold lot 3 to Lisa K. Goodwin, Trustee of Cold Water Realty Trust by a deed recorded as attached in Book 24247 Page 1. Said trust has owned lot 3 since it received title in 2009 and has not acquired title to any adjoining land. Larry Nickulas never acquired any other adjoining land. Nickulas conveyed the adjoining lot to locus to Michael Schulz and his wife after building their home. Based upon the decision of the Zoning Board of Appeals, and the applicable law I am of the opinion that the recording of the decision was an exercise of the rights granted therein and as such the lot is forever protected as a separate buildable lot. If you should need anything further please do not hesitate to ask. Sincerely, Jeffe ohn o r j § 240-86 ZONING § 240-91 utilizing the deposited funds, with any remaining funds and a full accounting of monies spent returned to the applicant. § 240-87. Safety and maintenance. A. All signs, together with their supporting structures, must be kept properly maintained, repaired, and in proper condition. All signs and the grounds about them shall be kept free from all rubbish and other objectionable material. B. Failure to comply with these provisions shall be grounds for a citation. C. If the Building Commissioner finds that a sign is unsafe or otherwise improperly maintained, he shall issue a written notice to that effect to the permit holder and the property owner. If the specified conditions are not corrected, the Building Commissioner is authorized to remove or repair the sign, all costs of which shall be assessed to the permit holder or property owner, including an administrative fee of$50. If public safety is involved, the Building Commissioner may take immediate action. § 240-88. Appeals. Any individual aggrieved by a decision of the Building Commissioner may appeal to the Barnstable Board of Appeals, as provided under Chapter 40A of the General Laws. § 240-89. Enforcement. [Amended 10-17-2002] A. The provisions of these regulations shall be enforced by the Building Commissioner. B. Citations, as specified in § 240-85 may be issued by the Building Commissioner. ARTICLE VIII Nonconformities [Amended 11-7-1987 by Art. 8; 11-2-1995 by Order No. 95-198] § 240-90. Intent. It is the intent of this section to protect property rights of owners of preexisting legally created nonconforming lots, uses and buildings or structures and to provide regulation of changes or expansion of preexisting nonconforming structures, building and uses. § 240-91. Nonconforming lot. A. Separate lot exemption. Any increase in area, frontage, width, yard or depth requirement of this chapter shall not apply to a lot for single- or two-family residential use which at the time of recording or endorsement: 240:153 05-15-2008 § 240-91 BARNSTABLE CODE § 240-91 (1) Was not held in common ownership with any adjoining land; and (2) Had a minimum of 5,000 square feet of area and 50 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (3) Conformed to the existing zoning if any when legally created; and (4) Was separately owned at the time of every zoning change which made it nonconforming. B. Common lot protection. (1) Any increase in the area, frontage, width, yard or depth requirement of this chapter shall not apply for a period of five years from the effective date of the change, to a lot for single- or two-family residential use that: (a) Is held in common ownership with not more than two adjoining lots; and (b) Had a minimum of 7,500 square feet in area and 75 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (c) Was recorded or endorsed on a plan that conformed to zoning when legally created; and (d) Conformed to applicable zoning requirements as of January 1, 1976. C. The protection afforded by Subsection B shall become vested upon the sale or transfer of the lot so protected into ownership separate from that of adjoining lots or the building thereon of a residence. [Amended 1-20-2005 by Order No. 2005-0391 D. Approval-not-required plan protection. Any change in uses permitted under this chapter shall not apply to any lot created by a plan endorsed by the Planning Board as a plan not requiring approval under the Subdivision Control Law for such period of three years from the date of endorsement, as provided by MGL Ch. 40A, § 6. E. Subdivision plan protection. Any change in this chapter shall not apply to land shown on a plan under the Subdivision Control Law by a duly submitted and endorsed definitive subdivision plan, or a preliminary plan followed within seven months by a definitive plan, for such period of eight years from the date of endorsement; as provided by MGL Ch. 40A, § 6. Any legally created lot with a recorded release from covenant of the Planning Board that has been sold or transferred into separate ownership and control from any adjoining lots within eight years from the endorsement of the original subdivision plan shall be exempt from any dimensional or bulk zoning changes and shall not lose its status as a single buildable lot under zoning. F. Merged lots. Except as otherwise provided herein, lawfully nonconforming lots that are adjoining and held in common ownership, or under the control of the same owner, shall be treated so as to conform so far as possible with the minimum area requirement of the zoning district in which they are located. No lot so merged, or portion thereof, may be changed or transferred in any manner that will increase the degree of nonconformity 240:154 05-15-2008 § 240-91 ZONING § 240-91 unless a special permit has first been obtained from the Zoning Board of Appeals. No such special permit may create any additional buildable lot(s). G. Resource Protection Overlay District. [Amended 10-26-20001 (1) Any increase in area, frontage, width, yard or depth requirements of the Resource Protection Overlay District shall not apply to a lot for single- or two-family residential use which immediately prior to November 16, 2000, either: (a) Conformed to the applicable bulk requirements of this chapter immediately prior to November 16, 2000: or (b) Immediately prior to (on the effective date of this chapter,) was protected from the applicable bulk requirements of this subsection by the provisions of § 240-91 A, B, C, D, or E of this chapter. (2) This protection afforded by this subsection shall be permanent. H. Developed lot protection; demolition and rebuilding on nonconforming lots. Preexisting legal nonconforming lots which have been improved by the construction of a single- or two-family residence which conformed to all provisions of the zoning ordinance or bylaw at the time of construction shall be entitled to completely demolish the old residence and construct thereon a new residence in accordance with the following. [Added 11-18-2004 by Order No. 2005-0253, ] (1) As-of-right. The proposed demolition and rebuilding shall be permitted as-of-right on a preexisting legal nonconforming lot that contains a minimum of 10,000 square feet of contiguous upland, provided that the Building Commissioner determines that all of the following criteria are met: (a) The proposed new structure conforms to all current use and setback requirements of the zoning district it is located in; (b) The proposed construction conforms to the following requirements of lot coverage, floor area ratio and building height: [1] Lot coverage by all buildings and all structures shall not exceed 20% or the existing lot coverage, whichever is greater; [2] The floor area ratio shall not exceed 0.30 or the existing floor area ratio of the structure being demolished and rebuilt, whichever is greater; and [3] The building height, in feet, shall not exceed 30 feet to the highest plate and shall contain no more than 2 1/2 stories. The building height, in feet, shall be defined as the vertical distance from the average grade plane to plate. (c) Further expansion of the rebuilt structure must conform to Subsection H(1)(b) above. 31. Editor's Note:This order also redesignated former Subsection H(2)as Subsection H(3). 240:155 06-15-2009 r § 240-91 BARNSTABLE CODE § 240-92 (2) As of right: merged lots each containing a minimum area of 43,560 square feet of contiguous upland. Where, immediately prior to November 16, 2000, two legally created contiguous lots each containing a minimum area of 43,560 square feet of contiguous upland were: (a) located in the Resource Protection Overlay District and (b) held in common ownership and (c) improved by the construction of one single-family residence, including accessory structures which occupied both lots, each said 43,560 square foot lot may be treated under these provisions as two separate buildable lots, provided that each of said lots conformed to all the bulk regulations of the zoning ordinance immediately prior to November 16, 2000, and as long as the other requirements of § 240-91 H(1)(a) through (c) above are satisfied. [Added 5-7-2009 by Order No. 2009-099] i (3) By special permit. If the proposed demolition and rebuilding cannot satisfy the criteria established in Subsection H(1) above, then the Zoning Board of Appeals may allow the demolition and rebuilding by special permit, provided that the Board finds that: (a) If the proposed new dwelling does not comply with Subsection H(1)(a) above, then the proposed yard setbacks must be equal to or greater than the yard setbacks of the existing building; and [Amended 2-17-2005 by Order No. 2005-0581 (b) All the criteria in Subsection H(1)(b)[1], [2] and [3] above are met. (c) The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. (d) This section shall only apply to Subsection H(2) to the extent that the proposed demolition and rebuilding cannot satisfy the criteria established in Subsection H(1) above and shall not be available for relief from any of the other provisions of Subsection H(2). [Added 5-7-2009 by Order No. 2009-099] § 240-92. Nonconforming buildings or structures used as single- and two-family residences. A preexisting nonconforming building or structure that is used as a single- or two-family residence may be physically altered or expanded only as follows: A. As of right. If the Building Commissioner finds that: (1) The proposed physical alteration or expansion does not in any way encroach into the setbacks in effect at the time of construction, provided that encroachments into a ten-foot rear or side yard setback and twenty-foot front yard setback shall be deemed to create an intensification requiring a special permit under Subsection B below; and (2) ) The proposed alteration or expansion conforms to the current height limitations of this chapter. 240:156 06-15-2009 Print Page Page 1 of 3 r— — Print this page • Owner Information - Map/Block/Lot: 214/038/X06 - Use Code: 1300 Owner Map/Block/Lot GIS 31APS 214 /038/X06 GOODWIN, LISA K TR Property Address Owner Name as of PO BOX 977 1/1/17 55 LAKEVIEW DRIVE HYANNIS, MA. 02601 Co-Owner Name COLD WATER REALTY Village: West Barnstable TRUST Town Sewer At Address: No GIS Zoning Value: SPLIT RD-1;RF • Assessed Values 2018 - Map/Block/Lot:.214 /038/X06 - Use Code: 1300 2018 Appraised Value 2018 Assessed Value Past Comparisons Building Value: $ 0 $ 0 Year Assessed Value $ 0 $ 0 2017 - $ 254,700 Extra Features: 2016 - $ 254,900 2015 - $ 244,500 $ 0 $ 0 2014 - $ 246,300 Outbuildings: 2013 - $ 246,300 $ 247;800 $ 247,800 2012 - $ 247,900 Land Value: 2011 - $ 245,300 2010 - $ 258,900 $ 247,800 2009 - $ 325,200 2018 Totals $ 247,800 2008 - $ 368,000 2007 - $ 349,900 • Tax Information 2018 - Map/Block/Lot: 214 !038/X06 - Use Code: 1300 Taxes W. Barnstable FD Tax $ 0 (Commercial) W. Barnstable FD Tax $ 688 88 1'fiscal Year 2018 TAX RATES HERE (Residential) Community Preservation Act Tax $ 71.44 Town Tax (Commercial) $ 0 http://www.townofbamstable.us/Assessing/printl8.asp?ap=0&searchparcel=214038X06 8/28/2018 Print Page Page 2 of 3 Town Tax (Residential) $ 2,381:36 3,141.68 • Sales History -Map/Block/Lot: 214 /038/X06 - Use Code: 1300 History: Owner: Sale Date Book/Page: Sale Price: GOODWIN, LISA K TR 2009-12-18 24247/1 $280000 NICKULAS, LARRY D 2005-04-01 19677/322 $750000 • Photos 214/038/X06 - Use Code: 1300 There are not any photos for this parcel • Sketches - Map/Block/Lot: 214 /038/X06 - Use Code: 1300 A sketch is not available for this parcel. AsBuilt Card N/A • Constructions Details - Map/Block/Lot: 214 /038/X06 - Use Code: 1300 Land . USE CODE 1300 Lot Size (Acres) 1.25 Appraised Value $ 247,800 Assessed Value $ 247,800 Construction details are not available for this parcel. • Outbuildings & Extra Features - Map/Block/Lot: 214 /038/X06 - Use Code: 1300 There are not any extra building features on record at this time. • Sketch Legend Property Sketch Legend 62N Barn-any 2nd story area FPC Open Porch Corcr£;te Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) http://www.townofbarnstable.us/Assessing/printl8.asp?ap=0&searchparcel=214038X06 8/28/2018 Print Page Page 3 of 3 BRN Barn GAR Garage TQS. Three Quarters Story (Finished) , CAN Canopy GAZ Gazebo UAT Attic Area (Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area (Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in PRT Portico WDK Wood Deck Porch PTO Patio i littp://www.townofbamstable.us/Assessing/Printl8.asp?ap=0&searchparcel=214038X06 8/28/2018 1 � IPrintPage Page 1 of 3 print this page • Owner Information - Map/Block/Lot: 214 /038/X05 - Use Code: 1320 Owner Map/Block/Lot GIS MAPS, GOODWIN, LISA K TR 214 /038/X05 Owner Name as of PO BOX 977 Property Address 1/1/17 55 LAKEVIEW DRIVE HYANNIS, MA. 02601 Co-Owner Name COLD WATER REALTY Village: Centerville TRUST Town Sewer At Address: No GIS Zoning Value: RD-1 • Assessed Values 2018 - Map/Block/Lot: 214 /038/X05 - Use Code: 1320 2018 Appraised Value 2018 Assessed Value Past Comparisons Building Value: $ 0 $ 0 Year Assessed Value $ 0 $ 0 2017 - $ 13,900 Extra Features: 2016 - $ 14,000 2015 - $ 15,500 $ 0 $ 0 2014 - $ 15,500 Outbuildings: 2013 - $ 15,500 2012 - $ 13,200 $ 13,500 $ 13,500 Land Value: 2011 - $ 13,200 2010 - $ 3,500 $ 13,500 2009 - $ 3,500 2018 Totals $ 13,500 2008 - $ 3,500 2007 - $ 223,400 • Tax Information 2018 -Map/Block/Lot: 214 /038/X05 - Use Code: 1320 Taxes C.O.M.M. FD Tax (Commercial) $ 0 C.O.M.M. FD Tax (Residential) $ 21.74 Community Preservation Act Tax $ 3.89 Town Tax (Commercial) $ 0 Town Tax (Residential) $ 129.74 Fiscal Year 2018 TAX RATES HERE $ 155.37 http://www.townofbamstable.us/Assessing/Printl8.asp?ap=0&searchparcel=214038XO5" 8/28/2018 Print Page Page 2 of 3 • Sales History- MapBlock/Lo.t: 214 /038/X05 - Use Code: 1320 History: Owner: Sale Date Book/Page: Sale Price:. GOODWIN, LISA K TR 2009-12-18 24247/1 $280000 NICKULAS, LARRY D 2005-04-01 19677/322 $750000 • Photos 214 /038/X05 - Use Code: 1320 There are not any photos for this parcel • Sketches - Map/Block/Lot: 214 /038/X05 - Use Code: 1320 A sketch is not available for this parcel. AsBuilt Card N/A • Constructions Details - Map/Block/Lot: 214/038/X05 - Use Code: 1320 Land USE CODE 1320 Lot Size (Acres) 0.32 Appraised Value $ 13,500 Assessed Value $ 13,500 Construction details are not available for this parcel. • Outbuildings & Extra Features - Map/Block/Lot: 214 /038/X05 - Use Code: 1320 There are not any extra building features on record at this time. • Sketch Legend Property Sketch Legend 132N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story (Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area (Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) http://www.townofbamstable.us/Assessing/print l 8.asp?ap=0&searchparcel=21403 8X05 . 8/28/2018 r Print Page Page 3 of 3 FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PIRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in PRT Portico WDK Wood Deck Porch PTO Patio 'I littp://www.townofbarnstable.us/Assessing/Printl8.asp?ap=0&searchparcel=214038X05 8/28/2018 Bk 19677 Po 322 -'a209130 0 4--►a1.-2005 a 08 a 34a. QUITCLAIM DEED Property address: 300 Shootflying Hill Road, West Barnstable and 35 Lakeview Drive, Centerville, MA I, Gerald Ramin, of Brookline, Norfolk County, Commonwealth of Massachusetts, for consideration of Seven Hundred Fifty Thousand ($750,000.00) Dollars paid, grant to Larry D. Nickulas, of P.O. Box 507, West Barnstable, Massachusetts 02668, WITH QUITCLAIM COVENANTS,the land and any buildings thereon at Centerville,Barnstable County,Massachusetts, bounded and described as follows: PARCEL A: Those certain parcels/lots marked as N and 0 being shown on a plan entitled "Plan Number 4 of Property in Barnstable Mass. Owned by Howard Marston, Scale 1"=100', surveyed Nov. 21-24, 1914 by Vaughan D. Bacon-Barnstable, Mass." recorded in Plan Book 3, Page 81, which lots are bounded and described as follows: NORTHWESTERLY by Seth Hinckley Road(now called Shoot Flying Hill Road); EASTERLY by Lots P and R shown on said plan; and SOUTHERLY by an unnamed way having a width of thirty(30) feet, sometimes called Lakeview Avenue. Excepting therefrom the land included in a Taking made by the Town of Barnstable for highway purposes and duly recorded with the Barnstable County Registry of Deeds in Book 519, Page 45. PARCEL B: Those certain parcels/Lots shown as P and R as shown on a plan entitled"Key Plan of Property in Barnstable,Mass.owned by Howard Marston,complied Step. 1 st.;1915,by Vaughan D. Bacon, Surveyor,Barnstable,Mass."recorded in Plan Book No, 1,Page 53,which lots are bounded and described as follows: NORTHERLY by Seth Hinckley Road(now called Shoot Flying Hill Road); EASTERLY by land now or formerly of Marion P. Bond; SOUTHERLY by an unnamed way having a width of thirty(30) feet, sometimes called Lakeview Avenue; and WESTERLY by other land shown`as Lot.0 on said plan. Excepting therefrom the land included in a Taking made by the Town of Barnstable for highway purposes and duly recorded with the Barnstable County Registry of Deeds in Book 519, Page 45. i • Bk 19677 Pg 323 #20900 Subject to conditions,restrictions and reservations of record. Meaning and intending to convey the premises conveyed to me by two deeds of Beatrice Ramin,individually and as Trustee dated March 10, 1993,and recorded with said Barnstable County Registry of Deeds in Book 8489,Pages 306 and 308. IN WITNESS WHEREOF, the said Gerald Ramin has hereunto set his hand and seal this 3 day of March, 2005. Gerald Ramin COMMONWEALTH OF MASSACHUSETTS Norfolk,ss. March 31 ,2005 Then personally appeared before me,the undersigned notary public,the above-named Gerald Ramin,who is known by me,and to me known to be the person whose name is signed on the preceding docwnent,and he acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public Print Name: Richard B. ArosC, Y'� 4 z • . My commission expires: 6/3f( �,'; MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 04-01-2005 D 06:34am Ct14: 96 Dor$: 20900 Fee: QP 565.00 Cons: $7 M00.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS DaFe: 0 r i_t, a, 4- 1-2i)i)5 D rJ6:34an 16 Fee: Drn 2090ii 1�71r1.0Ct Bons: $7.50,600,clo BARNSTABLE REGISTRY OF DEEDS Et, 19836 P :9 337 -331 14 05-13-20,35 a"i 41 : 34R or� rD Q avaareo' = r: Ul ajy. �e Town of Barnstable C) Zoning Board of Appeals =? Decision and Notice Ramin/Nickulas W Appeal 2005-026-Special Permit-Section 240-91(F)Non-conforming Lots,Merged Lots The applicant seeks to reconfigure three non-conforming lots not in conformity to the 2-acre minimum requirement. Summary: Granted with Conditions Petitioner: Gerald Ramin and Larry D.Nickulas Property Address: 300 Shootflying Hill Road,West Barnstable&35 Lakeview Drive,Centerville �µ Assessor's Map/Parcel: Map 214 as Parcels 038W00 and 038T00 Zoning: Residence P and Residence D-1 Zoning District Background &Review: r The applicants in this Appeal are seeking to reconfigure three existing developable,non-conforming lots into three new buildable lots that would not conform to the required 2-acre minimum lot area imposed by the Resource Protection Overlay District. From information submitted, the subject land area is a composite of four lots created by a 1914 subdivision of land entitled"Plan Number 4 of Property in Barnstable,Mass. Owned by Howard Marston",recorded at the Barnstable Registry of Deeds in Plan Book 3,Page 81. The four lots are shown on that Plan as Lots N, 0,P and R,ranging in area from 1.02 to 1.71 acres,and then totaling 5.05 acres. A 1936 Land Taking along Shoot Flying Hill Road apparently reduced the area of Lot N below one acre. From a zoning perspective,.M.G.L. Chapter 40A,Section 6 would have required adjuring undersized lots, held in common ownership, to merge. Therefore,Lot N would have merged with Lot 0 five years after the area was rezoned to a one-acre minimum lot area or, in 1979. Thus,it reduced the number of developable lots under Zoning to three. This Appeal seeks to take those three buildable non-conforming lots—Lot N merged with Lot 0,Lot P, and Lot R-that now totals 4.71 acres, and recombine them into three new lots of a more equal size aild shape, as shown on the proposed plan submitted entitled"Plan of Land Prepared for Larry Nickulas,Barnstable,MA" dated December 20,2004. The proposed new lots would all be over one acre,but would remain non- conforming with respect to the two-acre minimum lot area imposed by the Resource Protection Overlay i District Regulations Procedural &Hearing Summary: This Appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on December 28,2004. An Extension of the Time Limits for holding the Public Hearing and for the filing of the Decision was executed between the applicant and the Board Chairman. A Public Hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with M.G.L. Chapter 40A. The Hearing was opened March 02, 2005, at which time the Board found to grant the Special Permit requested in Appeal 2005-26. Board Members deciding this Appeal were,Jeremy Gilmore, Gail Nightingale,James Hatfield, and Chairman Daniel M. Creedon M. • ; Bk 19836 Pg 338 #33114 Attorney Michael D.Ford represented the applicants before the Board. It was noted that only four members were present and that it would take a positive vote of all four members to grant the relief. Mr.Ford agreed to go forward with the four-member Board. Mr.Ford presented the history of the Lots,noting that in 1914 the area was subdivided into four lots shown as Lots N, 0,P and R, on the recorded Plan. Those lots ranged in area from 1.02 to 1.71 acres. A 1936 Land Taking along Shoot Flying Hill Road reduced one of the lots below one acre. In 1974,the area was rezoned to required one-acre lots. M.G.L. Chapter 40A, Section 6 required adjoining undersized lots held in common ownership to merge. Lot N would have merged with Lot O causing the four lots to be reduced to three building lots under Zoning. Mr.Ford explained that the proposed new plan for the division creates no new lots. It is only a better configuration of the three building lots into more equal-size lots. He noted that granting of the Special Permit would not be a substantial detriment to the public good, and it would not derogate from the intent or purpose of the Zoning Ordinance. The Board reviewed the text of Section 240-91(F)Merged Lots and it was agreed that the proposal fit within that provision for the granting of a Special Permit without the need for any Variance relief. Public comment was requested, and no one spoke in favor or in opposition to the request. Findings of Fact: At the Hearing of March 02, 2005, the Board unanimously made the following findings of fact: 1. The property (locus)is located on Shootflying Hill Road and Lakeview Avenue in Centerville. It is shown on Town of Barnstable Assessor's Map 214 as Parcels 038W00 and 038T00. Property is currently owned by Petitioner Gerald Ramin,who has contracted to sell the property to Petitioner Larry D. Nickulas. 2. The locus is also shown as Lots N, 0,P and R on a Plan of land entitled"Plan No.4 of Property in Barnstable,Mass. owned by Howard Marston", scale 1"= 100',recorded in Barnstable County Registry of Deeds in Plan Book 3,Page 81. As shown on the aforementioned 1914 Subdivision Plan, the lots are comprised of the various areas—Lot N(1.02 acres),Lot 0(1.71 acres),Lot P(1.16 acres) and Lot R(1.61 acres). 3. As a result of a recent survey,it was determined that Lot N does not now currently contain an acre, having been diminished in size by virtue of a 1936 Road Taking. 4. As a result of the aforementioned Road Taking,Lot N and Lot O merged sometime around 1979 (five years after the date that the area was zoned a minimum one acre). Accordingly, there are three buildable lots currently on site-Lot(N and 0),Lot P and Lot R. S. Since October of 2000, the lots are now also located in an Overlay Zoning District—the Resource Protection Overlay District(RPOD)which has a minimum lot size of 87,120 square feet(two acres). 6. The Petitioner proposes to recombine the three parcels into three new lots, all of which have in excess of 1.5 acres. The three new lots are shown on the application plan. 7. Since Lots (N and O) have merged under the doctrine of merger, they are eligible to be reconfigured under the provisions of Section 240-91(F)Non-conforming Lots,Merged Lots of the Ordinance. The Special Permit requires that the number of lots not be increased. 8. The number of lots,will remain at three and the lots will all be more conforming,in terms of area of a more even size than is currently configured as a result of the merger. 2 Bk 19836 Pg 339 #33114 9. The Special Permit could be granted without detriment to the neighborhood or the public good,in that the reconfiguration of the lots will result in lots that more nearly comply with the area requirements of the By-Law. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the Special Permit for the reconfiguration of three developable lots into three new developable lots. It may wish to consider the following conditions: 1. Re-division of the lots shall be as presented to the Board in a submitted plan entitled`Plan of Land Prepared for Larry Nickulas,Barnstable,MA", dated December 20, 2004, scaled 1"=40'as drawn by J.Doyle Associates. 2. An Approval Not Required(ANR)plan shall be prepared,reflective of the above-referenced Plan, and presented to the Planning Board for their endorsement. That plan shall reference this Variance, and both recorded at the Barnstable Registry of Deeds. Copies of the recorded Plan and this Decision shall be filed with the Zoning Board of Appeals Office within one year from this grant. 3. Development on each lot shall be required to meet all Town of Bamstable, Health Division and all State Title 5 requirements without Variances from the Board'of Health. 4. Development of the lots shall conform to all required setbacks, with the exception that no structure shall be located within 50 feet of Shootflying Hill Road, and only limited clearing shall be permitted within that 50-foot setback. The vote was as follows: AYE: Jeremy Gilmore, Gail Nightingale,James Hatfield,Daniel M. Creedon NAY: None Ordered: Special Permit 2005-26 is granted with conditions. This Decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this Decision must be exercised within one year. Appeals of this Decision,if any, shall be made pursuant to M.G.L. Chapter 40A, Section 17,within twenty (20)days after the date of the filing of this Decision,a copy of which must be filed in the office of the Town Clerk. ohwcu Daniel M. Creedon III, Chairman Date Signed = GF ••,..*• Bap l�+r'>': " I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachhttisett,�,l� e-y i •�� /�� that twenty(20)days have elapsed since the Zoning Board of Appeals filed this Dec i$bn�' t at vi�, :Q of the Decision has been filed in office of the Town Clerk. ; s : L46 CA Z Signed and sealed this _day of r%1 c under th�pains d e tros c�per •..... OQ Linda Hutchenrider,Town Clerks t I 3 Zoning Board of Appeals (ZBA) Abutter List for Map 214 Parcel 038-T00 & 038-W00 - Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. FT'isst by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor ofthis list is responsible uring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 2/6/2005 Mappar Owmerl Owner2 Address 1 Address 2 City State Zip Country 14005 LOOBY,JAMES M&LISA A SM 02632OOTFLYING LRD 14011 CENTERVIIJ FJOSTINIM FIRE 1875 CENTERVILLE IMA 02632 USA FALMOUTH RD 14013 SOiVO,ALICE O&PAUL J TRS E S REALTY TRUST 315 CENTERVILLE MA 02632 SHOOTFLYING CK HII..L RD 14014001 STILEY,ADAM W& WEYMOUTH MEGAN E I CENTERVILLE IMA 02632 4.S,H11OOTFLY)NG L RD 214014002 EON,LEONARD M %LEON,LEONARD M& OOD I EON, P67 SHOOT CENTERVILLE 2532 SA OLLY LYING HILL RD 14014003 LEVESQUE,MATTHEW P&LIANE 67 SEA ST ANNIS �A 02601 G 14015 MORJN,JACQUES N TR °/.COUTO,JOSE 39 NTERVIL CELE MA 02632 JET—-—] SHOOTFLYING L RD 214016 MORIN,JACQUES N TR oMILANO,JAMES&SHELLY 4 PINKHAM RD SANDWICH MA 102W 14036 AVAO,JOHN J 195 LAKEVIEW CENTERVILLE 02632 USA R 14037 OND,WILLIAM BRADFORD O BOX 526 CENTERVILLE MA 02632 USA 214038T00 RAMIN,GERALD 166 WALNUT CHESTNUT HILL MA 02467 USA td HILL RD PV 214038W00 rkvCN,GERALD 1166 WALNUT CHESTNUT HILL IMA 102467 USA F-1 L RD 00 214046 OND,ROGER B C/0 S THOMPSON/FLEET BANK 100 FEDERAL ST 5-100-05-04 1BOSTON MA 02110 USA W 01 14047 MARTIN,DONA--F,-8 Ft O BOX 544 CENTERVILLE rA 02632 USA ACQUELINE B Lq W Monday,February 07,2005 Page 1 of 2 W W F-A F-A i Mappar 'Ownerl Owner2 Address 1 Address 2 City State Zip Country 214048 LE,STEVEN A 156 LAKEVIEW CENTERVILLE 02632 USA R ff9--jD-0AOCK,EST OF EDWARD C TR EDWARD C DIMOCK TRUST P O BOX 323 CENTERVILLE 102632 14050001 RAMIN,GERALD %RAMIN,GERALD R&ELSA K.TR 1166 WALNUT CHESTNUT HILL MA 02467 USA -tv [HILL RD 140 0002 RAMIN,GERALD 166 WALNUT CHESTNUT HILL �A 102467 USA L RD 214051 ROBIN,ELAINE M TR r.OBIN FAMILY REALTY TRUST BOX 443 CENTERVILLE 02632 2 L4053 CARPENTER JOANNE C 147 OTIS ST HINGHAM rA 102043 SA —7 14054 OND,ROGER B C/O S THOMPSON/FLEET 100 FEDERAL ST MAS-100-05-04 BOSTON 02110 USA 14059 ACEY,B JOHANNA c/o JOHNSSON,R O BOX 721 CENTERVILLE IMA 02632 USA 14060 YY,ELLEN P O BOX 266 CENTERVILLE 02632 USA ---] 14061 ITOOKER,MARTHA L&MATTHEW rOOKER REALTY TRUST 315 CENTERVILLE MA 02632 SHOOTFLYING HILL RD 14062T00 WINSOR,DONALD&REYNOLDS,S C/O WINSOR,DAVID M&MARY ANN L34 CENTERVTn F MA 02632 E OOTFLYING L RD 214062W00 IWINSOR,DONALD&REYNOLDS,S GO WINSOR DAVID M&MARY ANN 49 CENTERVILLE 02632 E SHOOTFLYING L RD 14063004 DEMORANVILLE,BRUCE E& ENKINS,MADLON SARA 10 MARTHAS BARNSTABLE MA 02632 AY 14063T03 TOOKER,MATTHEW C&CY L MARTHAS CENTERVILLE MA 02632 USA NTHIA WAY 14063 W03 OOKER,MATTHEW C&CYNTHIA 41 MARTHAS I CENTERVILLE 02632 USA WAY I td 14063XOI ST GEORGE,MARION&LESLIE 51 MARTHA'S CENTERVILLE MA 02632 USA WAY l0 CD W 0) ro w w Monday,February 07,2005 Page 2 of2 F-A W W F-' �P Bk 19836 Pg 342 #33114 i s '4OWN OF BA' RIIdSTA$LE ZOlVlfitiiG 30AR.b:dF'APIr dll S NOTi.CE'OF PUBLIC.NEARING .UNDER THE Z®NING" ORDINANCE mARCH'2, 2005 To a.:persons inferested.in.or affecteel`by.the Zoniny Lrrard of AprTeals under Seri i,i;L',: of Chapter 40A.of the Ge erat.La ;s of the Commonwealth bi'Massa^htisetts:a.r6 all a mendnients:ahefetc you:are hereby nutlFled`fhat:i 76a5 P.M':: Rarnin7Nickulas:: APpeal'2005-026'',' ' Gerald Ramin grid La ry'.D:;Nlckulas'bavz applied For a.. pecial'Perihit�,ursuanf.t�S rcfiori' 240-91(F)Non con ormirig Lots;,:Merged Lots,to allow:foc:tfie"�ecvnfigurati rl of ifiree rion conforming.iots.:.The subject prOPerty,is located as shown on'Assessor.'s Map 2;l"4,as Parcels'038Wb6.and038T00addressod 306Shgo4flying Hill Road.V�estBarris;at11 F� and 35 Lakeivle v,D.iiGe:Centerville; AA'in,: Residence F pnj Residence D:l Zonirip 7.'05'P.M. Ramin/Nickula§ Appeal 2005.027'.. Gerald Ramin and Larry D..Nickulas Have applied for Variances In Sections 2:0:1 t(D. 4;- 1 Aegulali�ns,.Minimum Lot F re eso a and Rurce Protecli i C�;e,;a 4.0 and 240.56,Buik ., Distrlct;,Minimum Loi`Are5.R=qulrement..The applicant seeks to reoontigure threr hot:• conforming tots"not=ln conformity to,the'2=ecr2:minimiim�equirementrTiie subject property: is located as sh6wri on Assessor's Map2 t d.a's Pareels.b381N00 and 038.T00 addressed 30 C- Shootflying Hill Rbad,;:vVest BacriStable;;MA and 35'Lakeview Drive.Centerville,:MA in a Residence F and Residence.D 1-Zoriih Districts. . •7:20.P.M. Poas..... : ;::.. Appeal 2005-030. .. Ahari.Poss has applied For a.V�riance to,Serlion.240'-13(�'Bulk Regulatiorls;.N4inirnum l-ot 4r-, to.divide.triG uridersized;meCged:lots:;each of vihich:ts'to be.a'corlsid'ered'a.separate buildable lol'under.zoning. The 5ukijecI,!6ts are'addressed.294 and 29G Eel Filver FInad, OsteiviUe,MA. The property is focated as•show"non Assessor s Map 115 as F'arce)S 026 acid 027 in a Residence F-.i-Zodmhg Pistr"i 7:30 P.M. Four Plundred Main'. Appeaj 2005.029 Nchbrd Penn,Partner of F.our'Hundred.'Main` ealty Partnership'iiac applie6 iir a Specia( Permit pursuant,to Sections 240-29(D)(8)Special Permit Uses in MA-I., Busrnesa and Professional Offices. -The applicant proposes to c.6nvert 4,e64,sgat.o(relail space within the existing building td ground ftgor pro(essional.office space.The property is.located as .,shown on'4s'sor's Map 327 as Parcel 26'addressed 408 Main Street.Hyannis.MA in a MA-1`Zoning District. 7:45 P.l'dl: Mid Cape Mobil Appeat.2005-028. . Mid Cape Mobil, Inc.; has aplilied fora;Special Permit pursuant to Secti0n' 40.9 (E) Expanslon of a Pre-Existing Noncon(orming l se'to.allo.v for the ezpansion.uf the;=enrice t tation located at Exit6.of the Mikape'Hlg'hway;Route 5. The applicant seeks to raze th existing twbaiay service station and reconstruct a new three-bay service station.replace anc .,expand the existing gas pumps and add.a hex•separate diesel.fueling island:'" property Is located as shown on Assessor's Map 215 as Parcel 027-002 addi-essed.2155-1yannough ftaad(Route 132).West Barnstable;MA ina Residence F and F. _Zc,ning Dis:ri&s. These Public Heahrigs'will be hetd:at the BamslableTow'n Hall,367 JJair,Stoict.Hyannis, Ivllk Hearing Room,2nd Floor,Wedneisday,March 2;2005. PI•ans and'applicaliu;a maybe reviewed at the Planning Division.Z..oning Board of-Appeals Office,TaAm%%ffice,,200!.,la6f: Street,Hyannis,M.A.. . ;)anie;M.CieedLn�.IIL Chri;iia:. F.)Getd^T i'-%ppPalS I he Bamslable Patriot. . FcbrWAry'1 1 aid Feibngiry.1 ..?. .+ HAP111ST ALE REGISTRY OF DEEDS r Bk 24247 Ps 1 -711 10 12-18-20r_09 & 11 = c2u QUITCLAIM DEED i Property Address: Lot 3 on Plan Book 600,Page 18,Lakeview Dr., Centerville, MA . I,LARRY D. NICKULAS with a mailing address of P.O. Box 507, West Barnstable, MA 02668 for consideration paid in full of Two Hundred Eighty Thousand and 00/100 ($280,000.00) dollars' Grant to LISA K. GOODWIN, TRUSTEE of COLD WATER REALTY TRUST u/d/t dated December, 2009 and recorded herewith, of P.O. Box 977,JHyannis,MA 02601-0977, . With Quitclaim Covenants i Lot 3 on a plan of land entitled '.'Plan of Land prepared for Larry Nickulas, Barnstable,MA,scale: 1" =40', Dated: December 20,2004,by J. Doyle Associates, 170 Cloverfield Way, Hatchville,MA" and recorded with the Barnstable County Registry of Deeds in Plan Book 600,Page 18.' I Lot 3 is conveyed together with such rights as may exist by operation of law or conveyance to the "Open Landings" depicted on the plan recorded at Barnstable County Registry of Deeds in Plan Book 1,Page 53 et seq. Lot 3 is also conveyed together with a non-exclusive easement(with others from time to time)to use the "open landing" for beach and bathing purposes the property described in a deed from Gaetana P. Martino to Larry D.Nickulas recorded at Book 14041, Page 304. For my title see the deed recorded at the Barnstable County Registry of Deed Book 19677, Page 322,this lot being a portion thereof. Witness my hand and seal this day of December, 2009, LARRY D.NICKULAS I Bk 24247 Pg 2 #71110 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss December JE2009 Then personally appeared before me,the undersigned notary public,the above-named LARRY D.NICKULAS 0 who proved to me through satisfactory evidence of identification,which were , Ykvho is known by me and to me known to be, the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she/it signed it voluntarily for its stated p ose. Notary Public My commission expires: MARK H. BOUDREAU NOTARY PUBLIC COM(tloilwbalth of Massachusetts My Commission Expires May 2, 2014 MA64CHUSETTS STATE EXCISE TAX BARN.,TABLE COUNTY REGISTRY OF DEEDS Date: 12-18-2009 D 11:52am Ct lar: 484 Dona.: 71110 Fee: $957.60 Cons: $2E0000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 12-18-21i09 D 11:,52a.m Doca: 71110 Fee: �.756.013 Cons: BARNS7ARi_E REGISTRY-OF DEEDS 80G GL& ALL prat VICEf;+P7•,St3RElGB4ID._ - J' Cw wB i APPFO✓AG UNDE.t 7T/E,s(/BO/Y/SiON CONY.fOL L<k/NOT RE puiKEO. S NELE6Y CE.EYiP:TNwT TN/S PGnN NAS , ,,P" - IM d4 15 All:11 6EEN PLEP4 LEO /N CONFO.TMw/CE W/TM 73/E onmis >1117 pEPYOn5 RUG 6J AND CE6 uGAT/ON- Of >FEJ01I .IAOE LEG/.TTERJ / Y�Vr '�r�. - -- - CF dEEDJ,OF •L CJM+>'ONWEA<TN OF LCCU3 t i MAJSACNUSETTS. ,fr �.— r. x � BALNSTAELE PL w/vN/N6 2DA.fD. OATS. �/ _" 0 12 PRr,FE55/cNNG LANp SU,IYEYG/. OATE NO DE7ELM/G//0T10N AS 7b COM/L/aNCf W/TN LON/iv6 � OLd/.VANCE NAS BEEN MADE Ole /N7z-ZeD ,rE</>TAY ✓JE ONLY BY 77/E ABOVE bNDO.C3EMENT. p /VOTE FOF ZON/NL/'✓FP076S KN .fLENCE SNA<L BL MAdE TO Locus MAP A OEC/S/ON BY 7W46 BALw/STABLE Z'0 %'c 604.CO Of AI/LA<S > SCALE:r•�2000' KNOWN AJ APPEAG,�ZOOS-02c ANd Aeee, e,0 A7' i>/E 0 � 6A.[wITTAd<E L66/JTLY OF 06EOS /N BOO/(/9b3i PA66 3)7. .. b n JJc'JSOw3 MAw P/t PA.TCEL 3d Q` �{ L'T9 L•/[/00• _ L'.%Lo<' ) M f -V7 4 ALEA= t.7/ A"eZr h V PNO. e' Ar6A Oi We-,11N0S • O \' 513•Po rss-e DEED .fEFERENCL BOOw• d}B7 PAGE 308 N u.NdEL OF P.TOPCSED<0i S• 3 20N/AEG d/STiC/CT:.TF ANO /TO-/ I r IL ' APPL IC—r: 0 5 { P.O.-le, SO7 OA.TNJTAe<E,MA. 02 L[d / 1 j0 N-- i .P629N/'G C/J7 RE9U TE,vENT3: J ' �' . ft o - j � fFo.VTwEE• /$O' JTLNT JETbACK•JO' , I S//OE/.eEA.0 JET6IGR'S= /S' d/JT. KE�(/ILENd%/✓7J. 9r �II.LO J1� 0 a (� FecNTwEE-20' gfONT JETSACF-70' F '.p E�fEA,!SEyBw CKJ-/O' rJ T o^ 0t I ppp/CTEG LOTS ALE LOcw7z0 /N �'E (1 '1` I 6P OVEFL AY O/SYL/CTj AND/N 7W19 ,1� yo LO-/(/O Z LOT N0.3 y0 I. ,PEJd✓LCE P.ec�cy/oN O✓bFLAY Dla7W/C77 l - -OD 1B,273 51 q1• cB,J[S sP f y J•/7.3i i,, / LOT/VO.1 tick' FI+ IV /.57 AC. •dry \ Jr / IV \ / E OE Jc•f NEE 2=r-' A .,�- ���\�� C.b. S79'OY.r/-W 7Y.Yo' co.0 97.40' /[740._J.r. J"Ar.oa o µO. I PNo. /ze t.e. s Ea•zd• S3'w S i a3'z5-N',��.. sk.w' I o LAKE k1EW I1 0. Sww 1 /rwE iL A.V O.a GANG `+[��c` P•TEPAKEO FOF - ��✓` LAFRY N/GFUL AS Z QA.TNSTA BL E MA. l� ; - SCA<C:/--4d' DECEMBE'T 20,2OOI- I . 1 I T f O' i � _ ✓.00YLE ASSOC/AYES iFiC:S08-S69•/'9¢ � � � /70 C[O✓E.(F/E[O I.�wY ,4A7r•HV/«6,MA. l 1 -",. M_ r a� - - .�a�:'-�.1. '• .. ay-•.q:"+r'.�Wk'+.-�.i•.serY�^4YYM _ - <.1®'..� +�-v'-T++i••�aws STANDARD FORM PURCHASE AND SALE AGREEMENT From die Office of: Mark H. Boudreau,Esq. 396 North Street Hyannis.MA 02601 508-775-1085 This �day of September,2018. 1. PARTIES Lisa K-Goodwin,Trustee of Cold Water Realty Trust.of P.O.Box 977,.Hyannis; MA 02601., AND MAILING hereinafter called SELLER'.agrees to SELL and.Paulo Gualherto,of 57 Bent Tree Drive,Centerville;MA ADDRESSES 02612, hereinafter called the BUYER OR PURCHASER,agrees to BUY,upon the terms hereinafter set forth.the following described premises: 2. DESCRIPTION The vacant land at 55 Lakeview Drive,Centerville,Massachusetts as described in a deed filed with the 011011 le title Barnstable County Registry of Deeds in Book.24247,Page I and as shown on Barnstable Assessors reference) records as Parcel ID 214/038/XO5 and Parcel ID 214/38/XO6. 3. BUILDINGS. INCLUDED in the sale as part of said premises are the buildings.structures,and improvements now STRUCTURES, thereon.and the fixtures belonging to the SELLER and used in connection therewith including. if any. 1IMPROVENIENTS, fences,gates.trees,shrubs,plaits. FIXTURES (fill in or delete) 4. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deer]running to the BUYER.or to the nominee desi,-7nitcd b,the BUYER by written notice to the SELLER at least seven days before the deed is to be delivered as herein provided.and said deed shall convey a good and clear record and marketable title thereto.. free from encumbrances.except (a)Provisions of existing building and zoning haws: (b) (c)Such tapes for the then current wear as are not due and payable on the date of the deliweul-of such deed: (d)Any liens or municipal betterments assessed after the date of this agreement: (c)Easements,restrictions and reservations of record.if any.so long as the same do not prohibit or materially interfere with the intended of said premises as a_bedroom home: "(f)None 5. PLANS If said deed refers to a plan necessarti•to be recorded therewith the SELLER shall deliver such plan with the deed in form adequate for recording or registration- G. REGISTERED In additionto the foregoing, if the title to said premises is registered,said deed shall be in form sufficient TITLE to entitle the BUYER to a Certificate of Title of said premises.and the SELLER shall deliver with said deed all instruments.if any,necessary to enable the BUYER to obtain such Certificate of Title. 7. PURCHASE PRICE Tlie agreed purchase price for said premises is Two.Htindred Fifty Thousand and 00/100(S250,000.00) Dollars,of which S 2,000.00 have been paid as a deposit this day: S 1,000.00 has been paid its a deposit to bind offer:and S 247,0(10.00 are to be paid at the time of delivery of the deed in cash.orby certified, cashier's.treasurer's or bank check(s).or Massachusetts closing attonney's client trust account check. S 250,000.00 TOTAL S. TiME FOR Stich deed is to be delivered at on or before 30 days after the issuance of a building permit(which the PERFORMANCE; Buyer agrees to diligently pursue)but in no event later than December 31".2018 at the Barnstable Countw DELIVERY OF Regisinv of Deeds,or at the office of the conveying attorney prodded said office is located in Barnstable DEED County.unless otherwise agreed upon in writing.It is agreed that time is of the essence of this agreement. 9. POSSESSION AND Full possession of said premises free of all tenants and occupants,except as herein provided. is to be CONDITION OF dclivercd at the time of die delivery of the deed.said premises to be then(a)in the same condition as they PREMISE now are,reasonable use and►vcaar thereof excepted.and(b)not in x iolation of said building and zotung (attach a list of laws,and(c)in compliance with provisions of any instrument referrd io in clause 4 hereof.The exceptiolls. i%ram) BUYER shall be entitled personally to inspect said prmises prior to the delivcn,of the deed in order to determine whether the condition thereof complies with the terns of this clause. 10. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance.or to deliver possession of the PERFECT TITLE premises.all as herein stipulated,or if at the time of the del ivery of the deed the prenuses do not conform OR MAKE ►with the provisions hereof;then the SELLER shall use reasonable efforts to remove any defects in title,or PREiviISES to deliver possession as provided herein,or to make die said premises conform to the provisions hereof.as CONFORM die case may be. in which event the SELLER shall give written notice dhercof to the BUYER at or before (change period(f the tune for perlornhance hereunder.and thereupon the time for performance hereof shall be extended for a tinge if desired). period of t»ny(_0)calendar days. 11. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title. PERFECT TITLE deliver possession or make the premises conform,as the rase may be.all as herein agreed.or if at any time OR MAKE during the period of this agreement or any extension thereof.the holder of a mortgage on said prenuses PREMISES shall refuse to permit die insurance proceeds.if any,to be used for such purposes.then any payments made CONFORM.etc. under this agreement shall be forthwith refunded and all other obligations of the panics hereto shall cease and this agreement shall be void►without recourse to the parties hereto. 12. BUYER'S The BUYER shall have the cicclion.at either the original or any extended tittle for performance, to accept ELECTION TO such title as die SELLER can deliver to the said premises in their then condition and to pay therefore the ACCEPT TITLE purchase price without.deduction,in which case the SELLER shall convey such title Li. ACCEPTANCE OF The acceptance and recording of a deed by the BUYER or his nominee as the case may be,shall be DEED deenhcd to be a full performance and discharge of every agreement and obligation herein conlauned or expressed,except such as arc.by the terms hereof to be perfonned after the delivm-,of said deed. 14. USE OF To enable the SELLER to make conveyance as herein provided.the SELLER may.at the time of delivery MONEY TO of the deed.use the purchase money or any portion thereof to clear the tide of ariw or all encumbrances or CLEAR TITLE interests.provided that all instruments so procured are recorded simultaneously with the delivery oi'said deed or within a reasonable period of time thereafter in accordance with standard conveyancing practices in Barnstable Count),. IS. INSURANCE Until the deliver),of the deed.the SELLER shall maintain insurance on said premises as follows: (Insert amount(list Type of lnsurhncc Amount of Coverage additional Apes(!% insurance and (a)Fire and Extended Coverage None. amounts as ahl'ceCl) (b) 16. ADJUSTMENTS ,'ell _d rent ran noa2inerasuc�unto nn�+ 2�r6�� (list Operating the scheduleset belew.aii&oxes for the then current fiscal year shall be expenses, if rnfh-. Or apportioned and fuel value shall be adjusted.as of tie day of performance of this agreement and the net attach schedule) anhount thereof shall be added to or deducted from.,as the case may be.die purchase price payable by the BUYER at the time of delivery of die deed. 17. ADJUSTMENT if the amount of said taxes is not known at die tune of the deliycn,of the deed.they shall be apportioned OF UNASSESSED on the basis of die taxes assessed for the preceding fiscal year.with a reapportionment as soon as the AND new tax rate and valuation can be ascertained:and. if the taxes which are to be apportioned shall there- ABATED TAXES after be reduced by abatement.the aniount of such abatement.less the reasonable cost of obtaining tie same,shall be apportioned beh►•ccn the panics,provided that neither party shall be obligated to institute or prosecute proceedings foram abatement unless herein otherwise agreed. LS. BROKER's FEE A Broker's fee for professional services of S17,500.00 is due from the SELLER to be split as follows: i S10,000.00 to Cape Cod Rea Estate Services and$7,500 to Capc Cod RE Corp.dR►/a Century 21 Cobb Real Estate upon passing of title. The corrunission shall be payable only if SELLER receives the Fiji]amount of the purchase price and a deed conveying title from SELLER to BUYER is recorded.and not otherwise. 19. BROKER(S) Tlnc Broker(s)named herein.Cape Cod Real Estate Services and Cape Cod RE Corp.warrant(s)that WARRANTY the Brokers)is(arc)duly licensed as such by the Commonwealth of Massachusetts. 20. DEPOSIT All deposits made hereunder shall be held in escrow by Cape Cod Real Estate Services as escrow agent subject to the terms of this agreement and shall be dude accounted for at die tine for performance of this agreement.In the event of any disagreement.between tine parties.the escrow agent shall retain all deposits made under this agreement pending instructions mutually given by the SELLER and the BUYER or by a court of competent jurisdiction. 21. BUYER's If the BUYER shall fail to fulfill the BUYER'S agreements herein.all deposits jade licreunder by the DEFAULT: BUYER shall be retained by the SELLER as liquidated damages and this shall be the Seller's sole remedy DAMAGES at law and in equity for any default by the BUYER under the terns of this Agreement. The parties agree that in the event of default by the BUYER it will be difficult to ascertain witli certainty the anotutt of damages suffered by die SELLER. The amount of the deposit represents a reasonable estimate of the damages expected to be suffered by the SELLER as a result of the BUYER'S default. 22. RELEASE BY The SELLER agrees to release and convey all suitutory and HUSBAND OR other rights wid interests in said prrnnises. WIFE 23. BROKER AS The Brokcr(s)named herein joins)in this agreement and bccome(s)a party hereto,insofar as wiy PARTY provisions.of this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which d►c Broker(s)agree(s)in writing. 24. LLABLLITY OF If the SELLER or BUYER executes d»s agreement in a representative or fiduciary capacity,only die TRUSTEE, principal or the estate represented shall be bound.and neither the SELLER or BUYER so executing. nor SHAREHOLDER. any shareholder or beneficiary of any tn►st.shall be persotal.ly liable for any obligation,express or implied; BENEFICIARY. hereunder. ctc. 25.WARRANTIES The BUYER acknowledges dniu the BUYER has not been influenced to enter into this transaction nor has AND he relied upon any warranties or representations not.set forth or incorporated in this nareentent or REPRESENTATIONS previously made in writing;except the following additional w rratuies and representations; if any. made by ifnone,stale either the SELLER or the Broker(s): crone":iJ'anv listed, indicate br whom each►vorrami; None. or represemalion was made 26. MORTGAGE None. CONTINGENCY CLAUSE (unfit if nol provided fnr ill offer to PUPCl7QSe) i 27. CONSTRUCTION This instrument,executed in multiple counterparts.is to be construed as a Massachusetts contract, is to AGREEMENT take effect as a sealed instrument.sets forth the entire contract between the parties, is binding upon and enures to the benefit of the parties hereto and their respective heirs.devisees,executors,administrators. successors and assigns,and may be cancelled,modified or amended only by a written instrument executed by both the SELLER and die BUYER. If two or more persons are named herein as BUYER their obligations hereunder shall be joint grid several.The captions and marginal notes are used only as a matter of convenience ruid are not to be considered a part of dris agreement or to be used in determining the intent or the parties to it. 28. LEAD PAINT Not Applicable LAW 29. SMOKE Not Applicable. DETECTORS/ CARBON MONOXIDE DETECTORS 30. ADDITIONAL The initiated riders,if any.attached hereto,are incorporated herein by reference. PROVISIONS (1) Subject to Buyer selling property located at 57 Bent Tree Drivc,Centerville currently under agreement: (2) Subject to Buyer obtaining a permit to build a 4-bedroom home and all appeal periods expiring prior to closing (3) Buyer is related to buyer agent: (4) See Addendum A attached hereto. FOR.RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 19-18. BUYER MUST ALSO HAVE SIGNED LEAD PAINT "PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE:'Thus is a legal document that creates binding obligations.If not understood,consult an attoniey. BUYER SELLER MUM �� ,Esn.J.-�qau/'••G'J(I.l7utes rslr 0456 PM EDT %o4 Iivs V ulo Gualbe Lisa K.Goodwin,Trustee i ADDENDUM A 1. All notices required or pcnrnitted to be given lieretuider shall be in writing and delivered by hand or mailed postage prepaid,by registered or certified mail,by facsimile with proof of transmission addressed to the stated ispecdve representative.or by electronic mail In case of Seller to: Mark H.Boudreau. Esq. 396 North Street Hyannis,MA 02601 Tel: (508)775-1085 Fax: (508)7714)722 Email: mark@a•boudreaulaw.net In tine case of Buyer to: Jeffery-Johnson,Esq. 67 School Street. P.O.Box 960 Hyannis, MA 02601 Tel: (50S)790-5776 Fax:(508)775-7526 Email:jefT iticffen,.iohnsonesq.com or in [lie case of either party to such other addresses as shall be designated by written notice given in such manner to the other party. Mailed notice shall be deemed given upon deposit in the United States Postal Service so long as notice is faxed to the representative stated above., or sent by electronic email, or if given by hand; at the time of delivery or receipt. Each party hereby appoints their respective representative as stated above to be their lawful attorney-in-fact for the purposes of die execution of extensions to time limitaliom set forth in This Agreement. 2. Buycr and the Buyers agent shall have rights of access to the Premises prior to the time specified for deliver). of the Sellers deed for the purposes of inspecting the condition of said Premises. including but not limited to inspecting the premises to facilitate obtaining a builduig permit but said rights of access shall be exercised ordy after reasonable notice thereof to Seller. Buyer shall indemnifi, Seller for any damage (other than is necessary to perform a perc test, as to which the Buyer shall do as little damage to the property as is required) to the Premises arising during any such inspection if caused by the negligence or willful misconduct of Buyer or Buyer's agents or invite s. 3. Any title or practice matter arising under or relating to this Agreement which is the subject of a title or practice standard of the Real Estate Bar Association of Massachusetts ("REBA") at the time of delivery of the deed contemplated hereunder shall be governed by such tide or practice standard. as the rise lWy be.to tlne extent applicable. 4. As pan of and along wide the real property referenced in.or described in this Agreement, the Sellers also agree to transfer and assign the following property interests if ow tied by Scller: (a) all plans relating to tlne lot conveyed and any subdivision thereof all construction and/or rcriovation plans and specifications, if any, relating to the land.structure and all guarantees and warranties, if an)-,by and rights against,third parties with respect to any and all borings.soil tests,percolation tests and other tests and reports wiUr respect to the Premises: (b) all permits, certificates. variances, consents and approvals, if any, pertaining to the land, structure,or any personal property thereon:and i All of the above(a)and (b) shall be deemed for all purposes of this AgrecmenL to be an essential pat of the Premises. and the terms and provisions contained therein shall sitnwc the delivery of die deed hereunder. 5. It is understood and agreed by the panics that the Premises shall not be in conformity with the title provision of this Agreement unless: (a) all buildings; structures and improvements. including, but not limited to; any driveways. parking areas. landscape areas and garages to the premises.shall be located completely within the botmdary lines of said Prenuses and shall not encroach upon or under the property of any other person or entity; (b) No building; structure or improvement of any kind belonging to any other person or entity shall encroach upon or under said.Premises: (c) The premises abut a public way,duly laid out or abut a private way with access to such a public way accepted as such by the town or city within which the Premises is located;and (d) Buyer and Buyer's lender shall be able to obtain from a.national title insurance company an owner's/lenders policy of title insurance covering time premises at normal premium rates in the American Land Title Association fornm currently in use and without.taking exception for any encumbrance or other matter (other than the form's preprintcd exceptions and exceptions for matters penuitted under pin,graph 1 of die Agreement)and the title is otherih•ise marketable. G. To the best of Seller's knowledge and belief.Sellers represent and agree with Buyers as follows: (a) Sellers (rave die legal right. power and authority to enter into this Agreement and to perform all of its obligations herctuider. (b) Sellers have riot conunenced nor have Sellers received notice of the commencement of any-proceeding that would affect die present zoning class ifiicat.ion of the Premises. Sellers will not initiate any such proceedings and will promptly notifj Buyers if Sellers receive notice of any such proceeding commenced by third parties; (c) No work has been done on the Prenuses which could give rise to any liens under Massachusetts General Laws,Chapter 254 and no contracts are outstanding or in effect with respect to the doing of any such work:. (d) No notice. suit. order, decree. claim, writ_ injunction or judgment relating to material violations of an),laws,ordinances.codes.regulations or other requirements nrith respect to die Premises(or any portion thereof)in,of or by any court or governnicntal authority having jurisdiction over die Premises: (e) There exists no underground storage tank on the Premises. Sellers' representations made in sub-pavigriplhs(a)-(e)above shall be a condition of Buyers' obligation to close under this Agreement that all of said warranties and representations are true, both as of the date hereof and as of the closing. 7. The parties hereto acknowledge that die), have been offered the opportunity to confer with qualified legal counsel of their own choosing and at their omvn dense prior to time signing of this agreement. S. The closing as set'forth in Pan,graph (8) of this Agreement may, at Buyers election and with. reasor►able notice to Scller, be performed at Buyers' attorney's office.so long as said office is within the county in which die property is located. The sellers proceeds paid in accordance with Paragraph(7)nha%- be paid by check drum on Buyers attorneys client funds account. Except for post closing adjustments made pursuant to an agreement between the parties. the acceptance of the Seller's proceeds at closing shall release and discharge die Buyer from any and all obligations pursuant to the Purchase and Sale Agreement. 9. Notwithstanding the provisions of Paragraph(12)of the Purchase and Sales Agreement,the Buyer may terminate this Agreement in the event that the Premises is partially or completely destroyed by fire or other casualty and the Seller fails to restore said Premises prior to closing to substantially the same condition as the Premises was prior to said fire or other casualty. 10. The Seller shall leave the Premises free and clear of all personal property not included in this sale. IL The Seller shall execute at closing all documents reasonably required b*y the Buyer's lender, if applicable, or customarily executed at residential closings in the Conunonwealth of Massachusetts. if no lender. 12. In the event that a proNision of the Agreement is in conflict with a provision of this Addendum. this Addendum shall be controlling. 13. A document delivered by electronic mail or facsimile shall have the same force and effect as the originmil and the copy of a signature of any party on a document so delivered shall have the same effect as an original signature. EXECUTED this the day of September.2018. B SELLER o4:56 P,e oa:ss aM evr Paulo G erto Lisa K.Goodwin.Trustee CS Beam 2016.7.0.11 1®BeamFaBne 2016.7.0.2 12-17-18 Materials Database 1555 9:19am 1O b Kj-\ STc 10f1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 6' 9.00" 11' 2.75" 474 189 Live UNIFORM SMOTHED LOAD Point(LBS) Top 11,10.00" 906 8204 Live Point(LBS) Top 13' 3.00" 447 126 Live Point(LBS) Top 14' 6.75" 382 107 Live Point LBS Top 15' 4.75" -22 0 Live lsss ®' 15 6 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall Steel 3.500" N/A 3974# -- 2 15' 6.500" Wall Steel 3.500" N/A 10210# -- Maximum Load Case Reactions Used forapplying point loads(or line loads)to carrying members Live Dead 1 1482# 2492# 2 29W 72M# Design spans 16 1.2W' Product: W 10 x 19 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual Depth 10.24" Web Thickness 0.250" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 33.06k# 51.70'k# 63% 11.83' Total Load D+L Shear 10.21k# 51.20k# 19% 15.54' Total Load D+L LL Deflection 0.1407" 0.5035" U999+ 8.53' Total Load L TL Deflection 0.4291" 0.7552" U422 8.53' Total Load D+L Control: Postive Moment Allpmduct names ere tredemaecs of their respective owners Andy Hall CopyrlgM(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. Falmouth Lumber "Passing Isdefined eswhen the member,goorjoist,beam orgirdeC shown on thisdmwing meets applicable design criteria for Loads,Loading Conditions,and Spans listed an this 670 Teaticket Highway sheet Tha design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product Installation according to the manufacturers East Falmouth,MA 02536 eclfications Ei F O R T E CM MEMBER REPORT � � � PASSED Central-55 Lakeview,Floor: Drop Beam, 3 piece(s)13/4"x 7.114"2.0E Microllam@ LVL Overall Length:11'7" 0 11, a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. y 5 .,, tin y Stem:'Floor ,02sign Results Actual Locatlon r �Allowed x> Results q CF� Load eombinabon(Pattern)f r J Member Reaction(lbs)- 1918 @ 2" 7809(3.50") Passed(25%) — 1.0 D+1.0 L(Ali Spans) Member Type:Drop Beam Shear(Ibs) 1621 @ 10,3/4 Building Use:Residential 7232 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 5238 @ T 9 1/2" 10672 Passed(49%) -1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.271 @ T 9 1/2" 0.375 Passed,(L/498) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.374 @ T 9 1/2" 0.563 Passed(L/361) 1.0 D+1.0 L(All Spans) • Deflection criteria:ILL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'7"b/c unless detailed otherwise: Bottom Edge Bracing(Lu):Bottom compression edge'must be braced at 11'7"o/c unless detailed otherwise. _ .er ars g e - a x s Beanng Lengthy loads,to:supp (Ibs h . $UppOt ,N", 0 Total Available Wd §�lpead MEAN Total Accessones u 1- wall-SPF 3.50" 3.50". 1.50" 528 1390 1918 Blocking _ 2-Stud wall-SPF 3.50" 3,50 1.50" 528 1390 1918 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 090) A,LOatJ1Slocabon(Side) i� Tnbutary Widthar zr6c.,r�'ks.!..bg, e,Rz'.�',,V, s+.,q,o2 0-Self Weight(PLF) 0 to 11'7"- N/A 11.1 1-Uniform(PSF) 0 to 7"(Front) 4' 20.0 60.0 Default Load �W.e erhaeuser9Notes ' Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB software operator Job Notes: 12/17/2018 9:12:00 PM LITC Andy Hall Falmouth Lumber ! ForteWEB v1.5,Engine:V73.1.288,Data:V7.2.0.2 (508)548-6868 " andyh@falmouthlumbeccom File Name:test Page 1/ 1 i CS Beam 2016.7.0.11 IZ-1 7-18 kmEleamEngme 2016.7.02 MaterialsDembase 1555 9:39am r • low loft Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.0 PLF Filename: Beam2 Other Loads Type Thb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 1' 7.75" 6'11.75" 95 38 Live Replacement Uniform(PLF) Top 2'11.75" 12' 3.75" 236 94 Live Replacement Uniform(PLF) Top 8' 3.75" 12 3.76' 239 95 Live Point(LBS) Top 0' 1.75" -22 0 Live Point(LBS) Top 1' 3.00" 420 1551 Live Point(LBS) Top 2' 3.75" 279 112 Live Point(LBS) Top T 7.75" 618 2169 Live Point LBS Top 12'11.75" 607 2116 Live 13 3 4 ,p O� 13 3 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 3.500" N/A 5570# -- 2 13' 3.250" Wall Steel 3.500" N/A 77791E -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2390# 3158# 2 3260 4515# Design spans 1z 10.000" Product: W 10 x 19 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 4.020" Actual Depth 10.24" Web Thickness 0.260" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19.72'k# 51.70'k# 38% 7.65' Total Load D+L Shear 5.57k# 51.20k# 10% 0' Total Load D+L LL Deflection 0.0943" 0.4278" L/999+ 6.64' Total Load L TL Deflection 0.1955" 0.641T' Ul787 6.64' Total Load D+L Control: Positive Moment i i I I All product names are trademarks of their respective owners Andy Hall Falmouth Lumber Copydght(C)2010 by Simpson Strong-Me Company Inc.ALL RIGHTS RESERVED. j 670 Teaticket Highway—Passing is defined as when the member.fioorjolsL beam orglydec shown on this drawing meets applicable design criteria for Loads,Loading Condillons,and Spans listed on this 9 y I Tire design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product Installation accQing to the manufacturers East Falmouth,MA 02536 ciflcadorrs. I 0151 SEPTIC SYSTEM NOTES "A% 1 5 SCHEDULE OF ELEVATIONS SEWAGE'SYSTEM PROFILE & DETAILS NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE DWELLING ii"xp , I RISERS AND COVERS TO WITHIN 6"OF FINISH GRADE. NOT TO SCALE gpl I FIRST FLOOR H I ENVIRONMENTAL.CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF 2. -10 SEPTIC TANK,D-BOX AND CHAMBERS AND SCHEDULE 40 PVC P PE THROUGHOUT. f THE LOCAL HEALTH. 2 TOP OF FOUNDATION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM 2 TO BE DETERINED] ov-A ag MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. 2 if 3 PIPE INV.AT FOUNDATION 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN -4 , P RMI SION OF THE NGINEER AND LOCAL BOARD OF HEALTH. 4 INV.OF PIPE AT SEPTIC TANK INLET �4 �;O RISER AND COVER SET TO WITHIN 12 54.5-55.0 5 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE INV.OF PIPE AT SEPTIC TANK OUTLET Sg�,,slw 13 54.7 6"OF FINISHED GRADE. COVER BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE -BOXINLET= TO SERVE AS INSPECTION PORT 11 52.5 M 6 INV.OF PIPE AT D 16 56.0 1 4 151.67 RELATED WORK. _51 7 INV.OF PIPE AT D-BOX OUTLET ILTER FABRIC S=2%MINIMUM F 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO 8 INV.OF PREVENT EROSION. Y, PIPE AT LEACHING FIELD INLET 97 L N�W< X/ BOTTOM OF LEACHING FIELD X,'111�,"I "r 5. FORPROPERPERFID AN I K SHOULD B INS ED AT LEAST 10 TOP OF STONE EAY ARAN!DWHENTHE OTAL DEPTH OF SCUM AND SOLIDS EXCEEDS A': FINISHED GRADE OVER LEACHING FACILITY H-10 D-BOX BACK FILL WITH 15 MIN.BREAKOUT GRADE 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. WITH SPEED 9"MIN.36"MAX. 12 FINISHED GRADE OVER D-BOX S=0.02 L=15' LEVELERS&RISER 11 52-5 6.. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND CLEAN MATERIAL �10 ... ......... ACKNOWLEDGED BY THE MASS.D,E.P.AND THE LOCAL BOARD OF HEALTH; 116 150-- S=0.02 L=24' 13 FINISH GRADE OVER SEPTIC TANK S=0.01 L=VARIES 0 0 AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL FINISH GRADE AT FOUNDATION Cl C2 CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 14 0 �*w > FC5 C�i 15 92 Iff3i F_ 15 BOTTOM OF SEPTIC TANK 99 go IET r__l 0 rr-q 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS F91 0 92 QI fi-51 f5l SCALE SCH.40 PVC TEES 4 2� LOCUS MAP NOT TO 16 TOP OF CELLAR FLOOR ClJ al Ll rol IE75 Eg Eg F-1 92 11 0 FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED C. LL AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS UJ GAS BAFFLE 1 6 152.18 7 1 52.00 1 PRECAST 500-GALLON CHAMBERS REFER TO NOTE 8 FOR REMOVAL OF OF SUCH TEST HOLES. UNSUITABLE SOILS IF APPLICABLE 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE 12"MINIMUM r 4'OF NATURALLY OCCURRING AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING INSIDE DIMENS ONS PERVIOUS MATERIAL EXIST I CONTRACTOR SHALL CONTACT ENGINEER TO ASSESS EXISTING FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON 'AND 6"MIN.SUMP SOIL MATERIAL PRIOR TO INSTALLATION OF LEACHING SYSTEM. THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, 1 15 147.92 BOTTOM OF TEST HOLE TP#1&2 El Al'il UNSUITABLE MATERIAL ENCOUNTERED DURING INSTALLATION CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, 6"MIN.CRUSHED STONE BASE SHALL BE REMOVED-REFER TO SEPTIC SYSTEM NOTES 7&8 FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL SE(4)500-GALLON CHAMBERS WITH DOUBLE WASHED CRUSHED STONE CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION 48"AT ENDS AND SIDES AND 34"BETWEEN EACH CHAMBER 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. EFFECTIVE DIMENSIONS:HEIGHT 2.0%LENGTH 50.5%WIDTH 12.83' 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER NAD 83 THAN A NUMBER 200 SIEVE. SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 1. TYPE OF ESTABLISHMENT:6-BEDROOM SINGLE FAMILY RESIDENCE INSTALLATION OF THE SYSTEM WITH THE_LOCAL BOARD OF HEALTH. SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM=llOx6=660GPD 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.) M 0-0 4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 200%OF DESIGN FLOW OR 1,500 GAL. z SCHEDULE 40,UNLESS OTHERWISE NOTED. I G) 200%x 660 GALLON= 1,320 GALLON (USE 1,500 GALLON) BENCHMARK Mj> fA 0 is 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION 0 APPROXIMATE LOCATION OF CATCH BASIN RIM < z Z9 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 5 MINUTES PER INCH INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE i= (0 ;cu: EXiSTING 16"WATER MAIN ELEVATION 46.70'NAVE)88 0 -4 PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR r- V! Q n rn LOT 2 NO PRIVATE WELLS WITHIN 150' 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM M CD (SERVICE BY TOWN WATER) PROPOSED WATER SERVICE TO BACKFILLING., < r- OF PROPOSED SEPTIC LEACHING CONNECTION TO WATER MAIN 7. LEACHING AREA REQUIRED:MINIMUM 660 GPD/(0.74 GPD/S.F.,CLASS I SOIL) 892 S.F., M SYSTEM AND RESERVE AREA, 14., DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND b 8. LEACHING SYSTEM PROPOSED:2'HIGH x 12,83'WIDE x 50.5'LONG SYSTEM MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS M REMOVE AND REPLACE UNSUITABLE SOILS BOTTOM AREA PROPOSED= 12.83'x 50.5' 648 S.F. OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO 1,500 GALLON SEPTIC TANK WITHIN 5�AROUND LEACHING SYSTEM THE LOCAL BOARD OF HEALTH UPON COMPLETION. PROPOSED 12.83'W x 50.5'L x 2'H SIDE AREA PROPOSED=2 x(12.83'+50.5')x 2' =253 S.F. 15. NO RUB N 5- E\ SOIL ABSORPTION SYSTEM BER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE (L-- , a�y TOTAL AREA PROPOSED=648 S.F.+253 S.F. =901 S.F. PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. N5o 245-351 9. LEACHING SYSTEM CAPACITY PROPOSED 901 S.F.x 0.74 GPDIS.F. 667 GPD UP 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR 6. 5140 232.66 NATURAL VEGETATIO THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. (P HALL BE LOCATED AND MARKED PRIOR TO ANY O'NO pRIVATFWE NITROGEN LOADING LIMITATIONS 17. WATER SERVICE LINE S LLS ........oomw 0 EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE 0 Q TIC SYSTEMSHALL BE MAINTAINED. SEP �A I. 310 CMR 15.214:NITROGEN LOADING LIMITATIONS (Ja x 56.6 -635- M. 18, ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE 137' NITROGEN SENSITIVE AREA DESIGN FLOW LIMITED TO NO MORE THAN 440 GALLONS 0010 SLEEVED WITHIN 4"PVC SCHEDULE 40 PIPE. 55.0 OF DESIGN FLOW PER DAY PER ACRE(I ACRE=40,000 SQUARE FEET) 2� NITROGEN SENSITIVE AREA DEP MAPPED ZONE 11 �5 32'1 SCREENEDIPOkcFt \N. 3. LOT SIZE:68,275 S.F. L56.5 c- vv�._ W___I.�Y..!!, =L 4. MAXIMUM DESIGN FLOW 440 GPD x(68,275 S.F.140,000 S.F.) 751 GPD t PROPOSE0 WATER SERVICE "o le E 150 NO i ;v 5. PROPOSED SEWAGE SYSTEM DESIGN FLOW 660 GPD A __Pkb0OSED- PRIVAT WELLS "0 ,DWELLING- r 0 F EL, 59.0 PROPOSED ' _U 0 5 7 O -ow 1_�'l () ICE LOT 3 PATIO 0 0 w 1;4 / SOIL EVALUATOR'S LOG - P#10814 r-,0) L 68,275 S.F. T3&'4 - GARAGE., Depth from su Soil Texture Soillf ReWive U w in inches PROPOSED �0 Soil Horizon (USDA) (Mur actors "ace' S LAB U) DRIVEWAY co U P EL.=556.60 w DEEP OBSERVATION HOLE TP#1 &TP#2, ELEVATION 56.2 .''!: I 1��,, W. r,� 110 o co 57-01 F56.5 OD NATURAL 0-6" A SANDYLOAM T5 YR 814 ����SWALE VEGETATION 42" MATTH C. 12 8' rl&T2 6" B LOAMY SAND 7.5 YR 616 Do 42"-1126 C MEDIUM SAND 10YR8/4 NO 15%GRAVEL, No 52282 Ulu COBBLES LIZARE UL P IRA _n rn rb HANDHOLE DEEP OBSERVATION HOLE TP#3 &TP#4, ELEVATION 55.5 C '11 504.37' No,4684, �4x_ 5 58.5 1 1 1 , 0-8" A SANDY LOAM 7.5 YR 814 13' 37" E IP 31N 6ALV�\ STV f 8--41" B LOAMY SAND 7.5 YR 6/6 /0 Sep -n AL N PROPOSED DRYWELL PARCEL 214037 41"-134 C MEDIUM SAND 10 YR 814 NO 15%GRAVEL, N 0 llcozpul I- I ; - COBBLES 0 TYPICAL OF,3,SEE DETAIL (VACANT PARCEL) z ------ PERCOLATION RATE= <2 MINUTES/INCH INC LAYER - 56- f DEPTH TO GROUNDWATER=NONE ENCOUNTERED,HIGH GROUNDWATER ESTIMATED AT ELEVATION 34 co N)pl r L� FEET(NAVD88),FROM TOWN OF BARNSTABLE GROUNDWATER CONTOUR MAP I W OBSERVATIONS BY:JOHN DOYLE,P.L.S. ;D HYDRANT WITNESSED BY:DAVID STANTON,R.S. 0 NOTICE DATE TESTED:OCTOBER 6,2004 THIS PLAN MAY NOT BEADDEDTO,DELETED FROM.ORALTERED INANYWAY BYANYONE OTHERTHAN CAPE& ISLANDS ENGINEERING,INC. Tit-SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ONTHIS PLAN NO PERSON OR .,,--NO PRIVATE WELLS WITHIN 15W UNLESS AND uN OF PROPOSED SEP11C LEACHING PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS SYSTEM AND RESERVE AREA GENERAL NOTES PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON UP 0 30 60 /100 THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, DATUM:NAD 83,UNITS:U.S.SURVEY FEET. DATE DESCRIPTION BY CHK PREPARED FOR: ZONING DISTRICT:RD-1 AND RF RESOURCE AND GROUNDWATER PROTETION OVERLAY I)IMICTS SCALE: T' 30" LEGEND PAULO GUALBERTO Ill CB CONCRETE BOUND PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD X BY THE ROOF LEADER P 0 BOX 7 FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. -------- STONE BOUND 25001CO561J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014, CENTERVILLE,MA 02632 ORC ROD CAP PROJECT: OIP IRON PIPE FOUND THIS LOT IS NOT WITHIN THE WINDBORNE DEBRIS REGION(ONE MILE FROM SHORELINE)AS SHOWN ON HYDRANT THE FALMOUTH HIGH WIND DISTRICT MAP. ------- WATER SHUTOFF NDS PRO FLOW-WELLP ------- CATCH BASIN SQUARE 3/4"A-1/2"DOUBLE OVERFLOWPIPE SPLASH PLATE THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE 11 WELLHEAD PROTECTION AREA. 55 LAKEVIEW DRIVE cla, UTILITY POLE WASHEDSTONE CENTERVILLE, MASSACHUSETTS C�- GUY POLE THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. FINISH GRADE,VARIES E�- GUY WIRE, 777-7 4"PVC INLET SHEET NO.: 1 OF I DATE: OCTOBER 29,2018 LIGHT POLE WIND EXPOSURE CATEGORY:ZONE B 8"MIN.LOAM COVER INLET CONIFEROUS TREE LOT COVERAGE: DRAWN BY: JVB,RLR CHECKED BY:MC SIGN k) DECIDUOUS TREE LOT AREA=68,275 ST 4"HDPE DRAIN PREPARED BY: TREESTUMP ------- SHRUB PIPE,S=1.0% PROPOSED STRUCTURES:HOUSE,GARAGE AND PORCHES 2,752 S.F.(4%) TY I i 576 Sl.(I%) PROPOSED STRUCTURE:POOL CAPE & ISLANDS.ENGINEERING CONIFEROUS SHRUB PROPOSED POOL PATIO AND DRIVEWAY AREA- 4,596 S.F.(7%) CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING TREE LINE 6"MINIMUM PROPOSED LOT COVERAGE BY IMPERVIOUS SURFACES: 7,924 Sl�(12%) INCORPORATED --2' BEDDING STONE OHW OVERHEADWIRES : SUMMERFIELD PARK PLAN VIEW SECTION VIEW DEED REFERENCE:BOOK 24247 PAGE 1 800 FALMOUTH ROAD SUITE 301C 508.477.7272 PHONE info@CapeEng.corn STONE WALL MASHPEE,MA 02649 508.477.9072 FAX www.CapeEng.com POST&RAIL FENCE PLAN REFERENCE: BOOK 600 PAGE 18 STOCKADE FENCE DRY WELL NOTES D RAW ING TITLE: _x_ x-x- PICKETROW DRY WELL DETAIL OWNER: PAULOGIJALBERTO SEPTIC SYSTEM DESIGN PLAN POBOX7 -xx-xx- CHAINLINK FENCE A SYSTEM OF GUTTERS,DOWNSPOUTS AND DRY WELLS -NOT TO SCALE- CENTERVILLE,MA 02632 (NEW CONSTRUCTION) ------- AREA OF STRUCTURE INCLUDED IN SHALL BE USED TO RECHARGE STORMWATER RUNOFF. EXISTING LOT COVERAGE ASSESSORS INFORMATION: MAP 214 PARCEL 038-XO6 *479�0 TO BI i GENERAL NOTES H: LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON y ' ' ;; fNAD 83 THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, fir. t DATUM:NAD 83,UNITS:U.S.SURVEY FEET. _ ZONING D L Z G R 1 AND RF 8 RESOURCE AND GROUNDWATER PROTECTION OVERLAY DISTRICTS &" I PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA N � )>O FLOOD INSURANCE RATE-MAP NO. ' 25001C0561J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. a " a THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. WIND EXPOSURE CATEGORY:ZONE LOT COVERAGE: LOT AREA=68,275 S.F a : , AS-BUILT FOUNDATION=2,213 S.F. 3.2% O� Sry. DEED REFERENCE:BOOK 24247 PAGE 1 ' L CUS MAP NOT TO SCALE PLAN REFERENCE: BOOK 600 PAGE 18 OWNER: PAULO GUALSERTO PO BOX 7 CENTERVILLE,MA 02632 i i LOT 2 i IP GALV 21 N 5.27 16"E SEPTIC SYSTEM LOCATION FROM DESIGN PLAN N 5° 00'00"W 1 m 245.35' ---�'" (P m cn 232.66 -► cp a -z( ay _ O w O M _ 333•Z cn a_ I < I= m Gr`- 32.0' S� n mm m LOTS 0 n� AS-BUILT G � FOUNDATION �, 68,275 S.F. vl� C TOP OF - � co , FOUNDATIGN rn G o o ELEV.=57.9' nay n 'y Cq a O ;a .f 69.7 39.2' 3.5' m I9ra .9 w C, t. j ) C14 504.37' S0013'37"E �e -- IP 31N GALV kf , NOTICE THIS PLAN MAY NOT BE ADDED TO,DELETED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE& PARCEL 214037 - ISLANDS ENGINEERING,ZINC. (VACANT PARCEL UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS PLAN REMAINS THE PROIPERTY OF CAPE AND ISLANDS ENGINEERING,INC. f COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED 0 40 100 160 DATE I DESCRIPTION BY CHK PREPARED FOR: LEGEND SCALE: 1 = 40' \� ■CB - ------ :CONCRETE BOUND _ PAULO GUALBERTO ■SB -- ----- STONE BOUND P O BOX 7 o RC - - - ROD CAP CENTERVILLE,MA 02632 OIP -__- -- IRON PIPE FOUND PROJECT: ------ HYDRANT ---- WATER SHUTOFF I ® ----- CATCH BASIN SQUARE -- --- uriuTYPo�E 55 LAKEVIEW DRIVE �' CENTERVILLE, MASSACHUSETTS i C— ----- - GUY POLE - -- --- - GUY WIRE I -- LIGHT POLE SHEET NO.: 1 OF 1 --- --- SIGN - DATE: MARCH 6,2019 + - -- CONIFEROUS TREE DRAWN BY: JVB CHECKED BY:MC 'r -------" DECIDUOUS TREE ------ TREE STUMP PREPARED BY: -- SHRUB ----- _ CONIFEROUS SHRUB '` CAPE & ISLANDS ENGINEERING .r CIVIL ENGINE TREE LINE -LAND SURVEYING- ENVIRONMENTAL PERMITTING j OHW - OVERHEAD WIRES - INCORPORATE( SUMMERFIELD PARK STONE WALL - 800 FALMOUTH ROAD SUITE 3o1C 508.477.7272 PHONE info@CapeEng.com POST&RAIL FENCE MASHPEE,MA 02t649 508.477.9072 FAX www.CapeEng.com r, STOCKADE FENCE DRAWING TITLE: _x x _x PICKET ROW xx CHAINLINK FENCE _ _ FOUNDATION AS-BUILT PLAN AREA OF STRUCTURE INCLUDED IN -- - EXISTING LOT COVERAGE ASSESSORS INFORMATION: - � -. MAP 214 PARCEL 038 X06 i I I A complete Javelin® framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information a ALM O. - _ - 4, + . t . IJ , UMBER -��,� i UJ This layout and associated materials list has ' been prepared based upon project plans , o and/or information provided to Falmouth Lumber Inc. It remains the responsibility of the builder, Olt , contractor,architect,designer,owner or v- I 0 other affiliated person to review this information prior to starting construction in order to assure that it is appropriate, accurate and complete. Load bearing or braced/shear wall above(must stack over wall below) �l Blocking panel.1Ya TJ Rim Board,1/4 or 1Yz'TimberStrand® LSL or TJI'joist. I I 2x4 minimum 00 squash blocks ri A0t 61 B1 i \ Web stiffeners required N T on both sides at B1 W e-i and B2W ONLY C132) 62 Blocking panels may be required With braced/shear walls above or below-see detail B1 62- 41, " 56' 0 6- 41, / m o m -v I -- - - - _ Rim100 d _ > m rr , n I� n rr n n tS Ott Ir f I Fromm Connector SummaryU � � g 1 I--1 1 lI - 1111 -1111I I -1F 1 I I, 1f 1 !I---tIIII 1l r---I _ i r-'II11- II- I(r---!11--111111---I LI---III--!I I1 II 11---1I11I11I I, � ; Plot D Qty Manuf Product Design Method Face Nails To Nails Member Nails Skew Slope Supporting tl , / 9 P pe PPo 9 M Backer Blks Filler Supported Mtl Web Stiff I i / '," II It II It It It II it II II It 11 II -II I1 , II , II,, N II II I( , CI , II- I fl : II li II , {I: III all r I I I'I III III III i l I III ill III III � �O HI 3 Simpson U210 Undesi ned 10-lod x 1-1/2 - 6-lod x 1-1 ' _ III I I� i" i � � I I I I / tl � g P 9 /2 - - LVL Na No 2x 12 SYP No.2 No � / rI II II II 11 IL II II [I II II II II (I li II, 11 LI II, II II II; rl ,1� II: II II II, I 11/ , q ,, I �i I I III III IaI III Lla III III I(I III III "III M H2 2 Simpson U214 Undesigned 12-16d common _ 8-IOd x 1-1/2 - - LVL No No 2 x 12 SYP No.2 No i� I I I I ll I I li Il II I I I I II II t I I I I II I I ;IsI' i - '7 i l01 a Simpson u210 Undesi nea 10-10d x 1-172 - 6-1Dd x 1_i/2 _ DIMENSION LUMBER No Na 2 x 12 SYP No.2 No o O Il" II II II II II II it 11 II II II II II Ili as II ' LI. ;11 %II; U� /li II - I' ,Il II; II .II � II, III 111 III LII III ILI I I l - � I I I' II III II I11 III III - / o c I! II I1 II II II I 11, �( II LI ADOIA MTIO hors E E Y Products 4- 11 II 11 11 It 1 11 11 I ► �1 1 g !1 II . II fl �1i1 ttl II1 III Ili IIL !II ttl 111 III III III d III �t PIotID Length Product lies Net o u ap > cn i 11 II Il II LI 11 II II II II II tl II II II N ;' 1, ,I1 It OTI Rky U I ITC . `II ; It 11 LI ; 11 II gt P Qtr +-9E 1�fD � E ,II 111 III all tll III III III 111 III III III �1,- h J) r , : BM100 31'qi, 1 3/4"x 11 1/4"2.OE i roll ® V a L -p I1 11 Il II II II It II II it II II Il II II II ; 11 ; I/ ;N 11 ai II % I'' ,Il 'Il -' 1i II ,' II % tit = Ill 111 Mc am L L 2 4 -o Is�kN . I I III III II1 III Ili III III III III JI00 16 11I8 1 3/4 x 11 1/4 2.0E Microllam®LVL 2 2 � •� N O I1 II I1 II it II al ll ll 11 II II 11 II !I , II, II 11 : I1' ,II Ti / II ,I 11 tl II li II, II III lii III. III I(I Ill I1! 111 z �.. 11 it n „ „J102 15 101/2 13l4 x 111/4 2.pE Microllam®LVIL 3 3 , / II J101 1 101/2 1 3 4 1 1 2 i (0 cn O J106 , ,;' I 5 / x l /4 .OE M crollam LVL 2 22 .�- !r O II I1 II II If II II IL II` II I! I�� 1 IL IL 1� ; II/ II II II; al 11 :' I1; I , II It II II ICI II J I I I!I III 111 III III III III tl III III „ „ 1t ; /l I :" ; I I I / , ; BM101 36 61/4 1 3/4 x 91/2 2.0E Microlloln®LVL 4 4 - - - Z'3 N 16 Q.C. / / / I, ; I 01 ._ > 11 It I1 II II II I1 II II II II II 1: II ,It II/ /IT , II: I! Il ll; )L �( 11- II / II, ll III III I �- *minim.m' adfrom above / , I I III III 111 1I I I la 1 I I III III III BM102 15 21/4" 1 3/4"x 91/2"2. icro @ v z o rl � 1 / II 1� t' I ;� ll OEM Ilam LVL 3 3 L •- -p O 1 I 1 II II II II II II ll II II II II ll II tr itill I, l I1 II L. I II 1 it II - II II ; III Ill I11 III lal t}I - J14 J1o4 i / 111 III' Ill I!I !ll I Q II u 1 , II;;;J104: It J104; 11 ! ' J104/ Ji.Ql Rimioo 56 o z x 12 SYP No.2 i I L / 1t -H--IF--II -II--r, I--h �I II It II I ; t I -�t6 u , u .,. / ' n ,, {{n I n ,. I i I I :I tr.�I f (i. 711 \. Rim101 "-32 51/2 2 x 12 SYP No.2 1 1 _ a O 16 b.C. III (( 16 116 O. I I ,6 O. I I 1 b C ; / Ow' iM ; � �, ,;i,�,; , 6 I: . N 16 ;, .C. >Z = � � _V : ti I ( : u / , O {II III Ila Ili tti IIIt u 111 III III III III Rim102 31'9" 2 x 12 5YP No.2 1 1 0O .-1 II I1 I L) a I! I la II It II ll III ill I11 lal tIa II Blw?oo III III III III llRiml03 23'9" 2x12SYPNo.2/ � LRimio4 23 B 2 x 12 5YP No.2 1 1 -0a�„ oC -o I I II I i t I I II I I 11 11 i 1 I I I I I i I I ll I I I I; 11 I t I r, XI I / /" 1103 16 1 1/8 2 x 12 SYP No.2 1 3 c y c o I L1 II (I II; III ►II fIl HI II1 III (II ill III III III fll d o, a squash blocks II / 11; / ,I1 III m u : _ k o / _: J105 15 101/2" 2 x 12 SYP No.2 2 2 d - .� - II II II iI II I1 11 II II f l II II II II II -,Lk 11 I I. ll 0 (L /i II, ll , LI I I, II . I I ; rrl ll r 11 f illkrl t l r l f 1 t i t fl l _ in 14101 , , , , / i2- -�L - / T104 15 101/2" 2 x 12 SYP No.2 1 46 V c3 L V CS Use 2x4 minimum squash blocks to I I II LI I I I I JI II I I I I I I I I C( I I I I I I I; Il , Il L1 I I I: I I , I I I L' I I ail l ; III I.rl ;111 I s C.q � / � � , . III; III ,III , I I Il III III [!I � •- 106 12 1 O transfer Toad around TJF joist I I J 9 2 x 2 SYP Not 1 3 a N II I1 it II 91 II LI ' It If !1 II II' :I( � If:'' It It II ; il' ;II ' II; l ,( /,, , � I BMio3 , 1 ( ;' IL; It II , 11 ILI , it ; III Ill I'll IJ1, III 111 ; III II III III t L t_ L I II ; ,II II „ _ a / , J107 8 01/2 2 x 12 SYP No.2 2 2 n O � � � to c .i.. I II II IL II li II II II II ll II II LI ;II II; Il ;11 II : I,I ,II IL, II 11 11 ; (I II : 1111, I!I ,.Ili , ;111 :'.Ill,' Ila all II III LII t � �- y / It j ; I I % / i' i i O JI08 8'01/4" 2 x 12 SYP No.2 c +- o rn l IIk�01 I I Xi II; al I1 I ' /, I li 2 z a a v L 1�--1I- 11 -L1 t ll II II 11 f 1 AlIII III' I'II tI I I lr i t1-',L� allt_tLh �1 - „ a --rr- of I 1 i ,- / ,:' , � i � 7110 7 101/2 2 x 12 SYP No.2 2 4 � N 3 _ , ! , I _ �- N 't1 II II !! I1 II II !t It !t 11 11 N , 11 : I II Il , ! II 11 (I / It II 11 , 11 I tl, !I o a I 1 LIJ III rII I! 111 ;' Ili , II( I!I III i BM102 ,' ll l l / BM101 , ; ,, , / J109 T'101/2" 2 x 12 SYP No.2 Y 17 L _ L I _ _ - ' CS �� t� � ���--(k�_ - � -t� � --I� -1 � _. � __ .�:- _ � � _,� <. _t_�__ _x- __ - .,.,,.._ ,_.__<x v.) Rim105 7 101/2" 2 x 12 SYP No.2 1 1 E N it Ptl -`+- -- -- -- -- -- 1H /M Ill 11111 11 11 II II It li lI II i Pt100 i PiI100 ll ll 11 ll II P'fC100 II It t100 ✓ ! lip %. ' Pt1 Jlil 5'9" 2X12SYPNd.2 1 3 v 4- y0 N N I / II �i , II, III , 11 II/ II R ;!II II; II [I , 9P II it o s s SM103 3 41/2" 2 x 12 SYP No.2 1 2 ty CS + ,. . III IIIIi 11 II Il Il II LI tl lr I1 II II II Il ll II N II II I _/ / -� � �- II II al I II; PI ;II II ' II1: it al II, I! IIII Il al II II ! , . Pt100 8 3 5I8" 31/2 Lally Column w/5 rin teld Plate 1 7 t t- I III IIIII !L II II 1'I II I! II fl II II� � I II II II II II !I II II II I / / � Y P 9f � �, II ill.11 II ; I fl ;'III II. II II ; It, IIII II II II -il 01 a d I I III IIIII II II LI iI II II II II II II LI II II II II LI II fI ` �r/ y- O 1n/tr II L' IIfiI / ' /i / - 11 IIII II II llAccesso ieNr s In I llLII (IIII it II II II ll II II II II II ll i I , i II I IIII II II 11 II r_ 1 I 1 ; o I / _, PIotID Length Product O O Plies Net III N I II H - II II 11 I I II I I I I II II 11 I I LI II N I I II LI` i I 'Ill 9 Q I I! II „ „ I I , I I Lr Ifs IL. L I II ! � I J109 � J109 J109 II I II 10 .I II O / J 9 23/32 x48 x96 Weyerhaeuser Ed Gold Panel 0/24 T6G SF 1 53 _ _ eY 9e ( ) ii ,. III h ll II II LI II II II 11 II II I I III II II II if Il Il ' II II II o I : °° m ;I I %I n ,I -IIII �, 1, --F LI -411 1 tt , a ib .Q.C. �-,, ,16 O. ,., , , ,_.., / / 16 O. ,. % / r, b O. .. III I I I II it II II II II I I II II II 11 11 1{ I I II II II II I1 Blocking ;li II H 1111�, II; 11 I( ,. III II ;II fl II ,nil II �I I'I III I(III II II II II II II II II II III III I1 II II II II II II II II I ,f m 11 ,/: t lk i II I' I I ; ! PIotID 'Length Product Plies Net Q IIII Ir II II fl ri III 11111 11 It II II II it Il ll !! It II II II II Il 11 Ir al I BIk101 1'21/2" 2 12 2 N o � It ' tt ; it ,ll IL►11 : II ;II ;: II,, lift. ,II II ;, IL- ,II ;�'Itll If 11 ll II X SYP No. 1 19 III IIILI tl II 11 II II II 11 it II I II II I li II Il II II II I BIk101 1'1" 2x12SYPNo.2 1 z a 1 1E--11 �11--,T--II----�1111_;_-tl-,-lt .1t--�tll-=--11--III-�111==-jilt1111111 ,3 sz I d BIk100 1'0 3 4" 2 L{ ki!�1llill it Il 11 II it 11 11 11 II II II II II II II 11 II II I / x125YPNo:z i 1 i � t till II II II II I) I1 II II II I Il I1 II II - li !I II lI II ' W ,::_ ---_ _.•.- BIk101 1 03/4 2x12 SYP No.2 1 1 „ J104 I ,J104, 104 1-1101 I L)H1011 i- e I I o I BIk101 1'0 5/8" 2 x 12 SYP No.2 1 1 10-1 0 O. . 16 O. i. BIk100 1'01/2" 2 x 12 SYP No.2 1 10 oils ollll II II II II ll I1 it 1I II �I N1 BM103H1III I II II II II II II II II II ti l l l h i l l l I I I I I I II I I I I I I I I I t -- ll Il II I I I I I I I I I I I I I I ' Bik1o1 i'01/2" 2 x 12 5YP No.2 1 s Blkl00 115/8" 2 x 12 5YP No.2 1 1 III III II li 11 II I( ��I f�"11 tt III. 11 I( II I II II li II li I! , III 11111 IL II II II LI II II II II II II II tl II it II II II II II II 11" N BIk101 115/8" 2x12 SYP No.2 I i O BIkl01 101/2" 2 x 12 SYP No.2 1 2 ill hill II II II II II II II II II II II II III II II II II II II II II I 11,, ,, M Ill I I I Ia I I I I II I I I I I I I I I I 11 I I tl 11 11 11 11 11 11 II II 11 11 11 � BIk101" 10" 2 x 12 SYP No.2 1 1 ; J111 aC 8Ik101 81/4" 2 x 12 5YP No.2 1 2 III - IIIII II II I`i 11 11 I1 !I II II (I IL j� �I III li it ►t 11 li it It It It it 1 „ C BIk101 71/2" 2 x 12 5YP No.2 1 2 III IIIII 11 II II II II If II II II II 6 IP • II 11 11 II li 11 11 II II II It J BIk101 61/2 2 x 12 SYP No.2 i 5 LII still II II II I I I I II II I II III II II II I(I II II II I I 11 II II II II I( BIkl01 31/2" 2 x 12 SYP No.2 I ! �lll----1r---ll -I{ 11--IL-1 1 _ LEVEL NOTES • 01 � I Current Date: 12/18/2018 File Name: Central-55 Lakeview.jvl Level Name: FIRST FLOOR Building Code Design Methodology: IBC 2009 i FL �OOR Floor Container: FC1 0 Use/Occupancy: ResidentialLivingAreas fL F Floor Area Loading is: 40.0 Ib/ft2 Live Load& 12.0 lb/ft2 Dead Load to It o Operator Added Additional Loads l-+ LL - Floor Maximum Allowed Deflection U480 Live Load&U240 Total Load MS LAYOi1T HAS •IVCIr BEEN CHECKED FOR HEATING OR PLUMBING INTERFERENCE, ON SITE N ADJUSTMENT OF JOIST of o OF UP 7O 3"IS PERAAITTED N TO AVOID PRODUCT J � CONFLICT M" DO NOT EXCEED 'DECK PANE! _ SPACING. JOIST FLANGES MAY NOT BE CUT i 32' 0'r 24' 01i 6r 4tt I Ov WARNING Joists are unstable until braced laterally Bracing Includes: z C� ..Blocking •Sheathing •strut Lines Hangers •Rim Board •Rim Joist - - - _ _ - _ - j LU � H Q V) LU to TL ZLLI m �S IJi J U Q DO NOT walk on joists DO NOT walk on joists DO NOT stack building Vt until braced. that are lying flat. materials on unsheathed Y W INJURYMAYRESULT, joists.Stack only over I- OJ J I- beams or walls. Z Z WARNING NOTES: LL Q if) LU Lack of proper bracing during construction can result in serious U d L0 U I accidents.Observe the following guidelines: WARNING:JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES:Blocking,Hangers,Rim Board,Sheathing,Rim Joist,Strut Lines - Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: - 1.Properly install all blocking,hangers,rim boards,and rim joists at TJI'joist end supports. 2.Establish a permanent deck(sheathing),fastened to the first 4 feet ofjoists at the end of the bay or braced end wall. 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. V) - 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. - - - - - O Z N - - 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. - - - - - - - fA -p i-' i 6.The flanges must remain straight within f"from hue alignment. _ _ _ - V ib -0 - - A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of - - - - - < Q Weyerhaeuser NR©2014 Weyerhaeuser NR Company. All rights reserved Sheet: I 1 of 2 I I r y A complete Javelin® framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information -HMO UJ This layout and associated materials list has been prepared based upon project plans and/or information provided to '- Falmouth Lumber Inc. It remains the responsibility of the builder, contractor,architect,designer,owner or other affiliated person to review this rn information prior to starting construction in order to assure that it is appropriate, I accurate and complete. Load bearing or braced/shear wall above(must stack over wall below) Blocking panel:11/"T r Rim Board,1 or 11/z'TimberStrand' LSL orTJl'joist. 2x4 minimum 00 squash blocks N 61w is` 56' 0" •Web stiffeners required Framing Connector Summary 'T N.--t on both sides at BIW A3 im201Nails ---__ -_- _ '--_-_- --_ -. -- -.- _ --- PIotIO Manuf Product Method Face To Nails Member•Nails Skew Q Slo Su rim Mtf Backer Blks r QFiller Supported tl' tYM Web Stiff _ ._,_ ., _ . ._.� _ ;. ,.ems. .,,. .�..., ...-. .n, . . _•x. v�_, ��,. _.__ T..�.,,- ._ ,, �__. _...-_ __-_._�___�_ .,�,.�� �- Rt 201� :�.._._v.. .._.���_ ,_...�_�._. P Pe PPo 9 Ppo f and 82W ONLY. m - n;- �... �..�...,_ F. :. . HI 2 Simpson H6U55.50/10 Undesi fled 46 lbd common 16 16d double shear - -. DIMENSION LUMBER SPF No No 3-13/4"x 117I8 2. i r p 9 - - OE M c ollam LVL No u ,.A } +, I� N2 1 Simpson HHU5410 Undesi fled 30-16d common - SO 16d double shear - - Blocking panels may be required with braced/shear ad � „ ra If - � P 9 b ea OIMENSION_LUMBER_SPF No No 2-13/4"x 117/8 2.0E Microllam®LVL No f I� lr s€s #' walls above or below see detail 61 H3 17 Simpson 'IU52.37/14 Undesrgned 12-lOd x 1-1/2 - - - - LVL No NO 14"TJI®360 No Q, a _ _ H4 2 Simpson IU51.81/11.88 Undesi fled 10-10d x l-1/2 2-10dx 1-1/2 - I� 1 P 9 LVL No IJo 1 3/4"x 117/8"2.0E Microllam®LVL. Na I r ,d H5 1 Simpson U414 Undesi fled 16-lOd common - 6-1 - - _ " •� �- rT, , P 9 c Od common LVL No No 2 1 3/'4 x 14 2.OE Microllam®LVL No T a a K I � i " I H6 1 Simpson U414 Undesi fled 16-ibd common b-SOd common DIMENSION LUMBER SP No II m p P 9 _ _ F No 2 1 3/4 x 117/8 2.0E Microllam LVL- No m -a � E N b S H7 2 User 414 User Defined Itr+ se U f fled LVL i - a lo Not Required Not Required 2 13!'4"x 14"2.0E Microllam LVL Not Required c m : , II I a H8 1 User HHU5410 User Defined _ _ _ � a N •- i DIMENSION_LUMBER_SPF Not Required Not Required 2 1 3/4 x 117/8 2.0E Microllnm®LVL Not Required a N > H2O0 4 Simpson HUC48 Undesi fled 10-IOd common _ 4-lOd common - - DIMENSION LUMBER No No 2-1 ' " 11 i Ps 9 _ _SPF 3/4 x 7/8 2.0EMcrollam LVL No H2O1 13 Simpson IU52.37l11.68 Undesi fled 10-lOd x 1-1/2 - - LVL No No 117 "'T ®2 0 P 9 /8 JI 3 tJo i ! � - ;, ,; ,,., � ;• r« +� � H2O3 2 Simpson IU53.56/11.88 Undesi fled 12 10d x 1 1/2 2-10d x 1-1/2 - - LVL No No 2-1 3/'4"x 117/8"2.0E Microllam®LVL No f 9 a.- III � s III Ea - we H2O4 38 Simpson MIU2.37/9 Undesigned 16-lOd x 1-i/2 2-lOd x i-1/2 - DIMENSION_LUMBER_SPF No No 117/8 TJI®230 Yes M O I I -- N - O N i � � - •a _ a- - I - - - rj � N � � ;, Products i- g m fa a y d re .el , - .PIotID Len th Product- Plies Net I m J205 �, � 9 QtY - o s - a J204< �I r; , e s H2O3 H2O3 s O o-� ;�, ._ y, rr 02 23' 1/2" 117/8"T ®Z 0 2 - 16 O. . BM205 ib C. . �, fI III - _ - - - s h� ��,� a J201 23 91I2 117/8 TJI 230 1 17 a - - -� - `i p w , u d m ® o�2 1 "T y 03 15'9" 1 7/8 230 1 H2O1' 3 J JI 10 - h N 4- C a �5 N ( .:I 9 L 204 15'8 4" 117 8"T •u J 3/ / 230 1 18 �JI z' i - . N y sr r� L J 09 a n. +- I 205 1 Il `7 2 5: J 5'81/2" 7/8' JI 30 1 3 - F- N r n a r 1 „ " J206 9 61/2 117/8 TJI®230 1 3 N N L a H N A r d J b 0 / 1 7/B JI 230 1 2 a O a 14- 208 L `- I ,., 207 °�,ri_ _� J <; J201 ,YJ20i � � J201 ' „ � � I Load from above ��-�----�- ,, „) r:_ J208 6'01/4" 117/8 TJI 230 1 5 > `I- N `a s, III n _ - -r u - - - _ _ -4- O .,.tl o RIm20°b° n, ill a y, - r . L a a l. I a ib �.C. cli ib D.C. ., 16 ;D.C. ib 0.4. ib 0.�. 7209 3 11/4 117/8 TJI®230 1 3 •, tl ,rg ,, 200 21' d 1 "T ® � u ._ - � N,r: �,N'���-iV.:' 1 I O J 9 4 JI 360 1 17 a � y ._ t r { m m ((( rt r, a O tl y tl `O ,fjp...- N - „ „ i, _ - _ O ._ I I o a LD0200) 23 61/Z 1 3/4 x 14 2.0E Microllam®LVL 1 1 a pl 3 BM209 0 o N RiV` d L N i 0 -- � B 200 21'' 1 "x 14"2. i - I H2O4 m S H2O4 . S �.. H2O4 III S H2D4 S ;' M 9" 3/4 OE M crollam LVL 2 6 O O ,: �(°3_ �•��_ate- -� fax_�.„�, .ice �_-1LL� .�:.�- _..ram .... . .�:.. � - ' o) � cn L p LD6201, 7'101/4" 1 3/4"x IV 2.0E Microllam®LVL 1 1 O O n ..,, 0 ,:a Pt200 o .o n u .._o H2O4 a " „ N c tl Ol n 2x4 minimum M FF204, H2O4 Pt20 �u -��y�10 „ BM201 15 9 13/4 x 117/8 2.0E Microllam LVL 2 4 a ,. ,. .,, - S >O O S nt7 '�•'•_ 0) - squash blocks S - OIn E , 2 S � v? t � BM202 15 8 3/4 13/4 x 117/8 2.0E Microllam®LVL 2 2 N O r u a L 6 t u „ N . =t BM203 15 6 3/4 .13/4 x 117/8 2.0E Microllam LVL 3 6 > - u Use 4 minimum squash blocks to :.� +�� N CS U 2x +�, tl 9 IIII i a o N 55 L P !Z O transfer load around J - � �,�:< � ® L L J ( �; z: .t.,a BM204 15 81/2 13/4 x117/8 2.OEMicrollam LVI, 2 4 a a In i t 3 O i a y a. a 1 m C, 4- . B 20 14'4 2" 1 4" 17 "2 i C.� M 5 1/ 3/ x 1 /8 .OE M crollam L 2 LVL 2 f o c a J a s 1: 1,- a b �, O U C 2" N BM206 3'41/ 13 4"x 117 8"2.0E icrol a L 1/ / M I m LVL 1 � a O rr' N ) "a d �3 x' 4 S 8 4 N A3 h - .dr, 13/4" C tl t.; „„; ,..;, g BM207 3 11/2 x 117/8 2.0E Microllnm LVL 2 2 O,. a t ... :< _ C- y a d : ) 1 r a. BM208 3 11I4 1 3/4 x 117/8 2.0E Microllnm LVL 2 2 .J7 L N 'I _ 1 i Pt200 8 11/8 3 1/2 x 31/2 1.8E Parollam®PSL 1 2 O » _ `F- N N tJ C BM b H4 � -, n7: �, .,„ ,. „,,. , Rim200 16 0 1 1/4 x 14 1.3E TimberStrand LSL 1 4 tl N a N Ri 2 1_ 1 1 1 Ti m 0 6 0 1/4 x 17/8 1.3E mber5trond LSL 1 13 N o I s - _ =4 t ) +: -., _ d - L L , �= ;: , +,, ,i C, _ „ „ of � �I I ft2 � Pt�(�1 n i ,., Pt201 8 1 1/8 3 1/Z Lai Column w/Ca 6 Base 1 2 N fl- N U 3 L om v , r 209 15 61 2 1 XI STEEL EA 1 o u u tl BM210 13 31/4" W10X1 STEEL 1 1 .� 9 M III II 2 J 03 , , 7204 x _ �„a ,. I: 3 i s u v O O . , � �., e b O.L. Wall Fromm PIotID Length Product Plies Net/�{�� .. a Cala m min 24 0 11/2 x 51/2 1.3E TimberStrand LSL 1 1 LII II r, R I I � I I.:x �: � 23 1 11/Z x 51/2 1.3E Timber5trandg LSL 1 1 !, d J206 t L 20 101/2 11/2"x 51/2 1.3E TimberStrand®LSL 1 1 tl :" I r« IIII III N ib C. r 1 N 6'0" 11/2"x 51/2"13E Ti tra d L. _ II fill IIh mber5 n LSL 1 6 S � ,� d r @*. �1 a d,6 d� - s 15'101 2" 11 2"x 51 2"13 Ti b 1 I / / E m er5trand LSL 1 g; L I °OC rs I I II �,I I I 1 5'9 7/8" 11/2"x 51/2"1:3E TimberStrand LSL 1 1 - a II III ili _. a cA • ti F;. � � ,, 15 9 3/4 1112"x 51/2 1:3E TimberStrand LSL 1 1 fl : x 51/2 1.3E TimberStrand®L5L 1 2 III � III�� .« .; - si 15'4 5 8" 1 1 2"x 1 2" Ti ® i / / 5 / 1.3E mber5trand .LSL 1 1 m O 15 3 1/4 11/2 x 51/2 1.3E TimberStrand LSL 1 1 �I! IIII R►m201 15'1112" 11/2"x 51/2"1.3E TimberStrand®L5L 1 1 14'8" 1112"x 51/2"1.3E TimberStrand®L5L 1 4 III IIII Ih 1s; 14'0" 11/2"x 51/2"1.3E TimberStrand LSL 1 1 111 IIII 13'61/2" 11/2"x 51/2"1.3E TimberStrand®LSL 1 2 13'4" 11/2"x 5 1/2"1.3E TimberStrand®L5L 1 1 . " : 1 I! 13'3 5/8" 1112"x 5112"1.3E TimberStrand®LSL 1 1 III II L a r 200 L 12'10112" 1112"x 51/2"1.3E TimberStrand®LSL 1 2 ,. J , „, L, 12'81/8" 11/2"x 51/2"1.3E TimberStrand®LSL 1 1 o i o 0 16 O.C. 1110111 ' OIII O i � � ��s � - N 12'8„ 11/2"x 51/2,,1.3E TimberStrand®L5L 1 1 9 «, � 12 0 11/2 x 51/2 1.3E TimberStrand®LSL 1 1 co F 11'6 3/8" 1 112"x 51/2"1.3E TimberStrand®LSL 1 1 k - � I I.Co_ I - � � � 10'8" 11/2"x 51/2"1.3E TimberStrand®L5L 'i 1 ' ,«I {, a ;, 10'21/2" 11/2"x 51/2"1.3E Timber5trnnd®LSL i 3 ' I III o , N , : � ., „ '�. 1 9'4" 1112"x 51/2"1.3E TimberStrand LSL 1 2 O , 8'10 3/4" 11/2"x 51/2"1.3E TimberStrand®L5L 1 1 �1 OL a " 1, ® - r 8 101/2 11/2 x 51/2 1.3E TimberStrand LSL 1 2 8'8" 11/2"x 51/2"1.3E TimberStrand®LSL 1 1 Z 111 ; III III _ 8'51/2" 1112"x 5112"1.3E TimberStrand®LSL 1 2 O 1 8'0" 11/2"x 51/2"1.3E TimberStrand®LSL 1 2 U 7'10 3/8" 1112"x 51/2"1.3E TimberStrand®LSL I I � W, y „ „ a 1 7 61/2 1112"x 51/2 1.3E TimberStrand®LSL 1 3 III I f lily 6'B 1/4" 1112"x 51/2"1.3E TimberStrand®LSL 1 1 1= 6'7 7/8" 11/2"x 51/2"1"3E TimberStrand®LSL 1 1 + e 4 ; L = 6'a, 11/2"x 51/2"1.3E Tcmbel-StrandO LSL 1 1 THIS LAYOUT HAS N1CJr �..� � m � � , .� ��_�� �� -�. � ��.,�-�: BEEN CHECKED FOR Rim200 5'10 5/8" 11/2"x 51/2"1.3E TimberStrand®LSL 1 1 HEATING OR PLUMBING A3 5'81/8" 11/2 x 51/2"1"3E TimberStrand®LSL 1 1 ADJUSTMENT ENT ON SITE a 5'21/4" 1 112"x 5112"1.3E TimberStrand®LSL I 1 N t3 ADJUSTAAENT OF JOIST 32' 0„ 24 0 „ „ > u OF UP CO 3"IS PERMITTED ✓ 4 5 I12 1112"x 5112 1.3E TcmberStrand�LSL 1 1 ! TO AVOID PRODUCT 4'4 5/8" 11/2"x 51/2"1.3E TimberStrand®LSL 1 1 I CONFLICT-Ii DO NOT 3'113/4" 11/2"x 51/2"1.3E TimberStrand®LSL 1 1 EXCEED DECK PANEL - - SPACING. Accessories JOIST FLANGES MAY PIotID Length Product Plies Net Qty I N�BE CUT. - 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1 66 II LEVEL NOTES Current Date: 12/18/2018 File Name: Central-55 Lakeview.jvl Level Name: SECOND FLOOR O WARNING TJ-Pro Rating(Weighted Average): 52 Z Joists are unstable until braced laterally Mllnim m Level TJ Pr Rating Joist: T - . =4 . = O Bracing Includes: u e o at g&Jost Ti-Pro rating 3,lout J200(t16725) - ..Blodan •Sheathin .Strut tines - - - - - - - - - - - - - Maximum Level TJ-Pro Rating&Joist: . TJ-Pro rating=72,joist=J207(i16644) - - - - - Lu _ Hangers .Rim Board .Rim Joist - - - _ _ - - - - - _ - Building Code-Desig n Methodology: IBC 2009 - - - > 9 9 9Y � � � ¢ ' l r FLOOR V) UJ p Floor Container: FC2,FC3 z Co 3Lu -- Usej/Occu anc : ResidentialLivin Areas OQ Z) Iw-I ►`II I � d p y. 2 9 2 -) � > > DO NOT walk on joists DO NOT walk on joists DO NOT stack building Float Area Loading is: 30.0 lb Live Load&12.0 Ib/ft Dead Load Q w ac O N LU until braced. that are lying flat. materials on unsheathed Max imam Allowed Deflection: U480 Live Load&U240 Total Load -) INJURYMAYRESULT. joists.Stack only over Z � J Z beams or walls. TJ-Pro Information: V d : � V WARNING NOTES: 9 Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: Weighted Average: FC2:56;FC3:43 TABLE UNTIL BRACED LATERALLY - - - - _ - _ : - Directly Applied Ceiling: - - Gypsum 1/2v WARNING.JOISTS ARE UNSTABLE ' BRACING INCLUDES:Blocking,Hangers,Rim Board,Sheathing,Rim Joist,Start Lines Decking Attachment: Glue and Nail Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: _ - - - - - - - - - - -Dlecking Material: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1.Property install all blocking,hangers,rim boards,and rim joists at TJI®joist end supports. - - - - .- E In - 2.Establish a permanent deck(sheathing),fastened to the first 4 feet ofjoists at the end of the bay or braced end wall. - - - - - In - 3-Safety bracing of 1x4(minimum)must be nailed to a braced and wall or sheathed area and to each joist. _ - - - - - - Perpendicular Partition: No - N tl 0) 4.Sheathing must be completely attached to each TJ 10 joist before additional loads can be placed on the system. - - - - - - - Sttrapping at max 8'o.c.: Flatlx4 y -0 - 5.Ends of cantilevers require safety bracing on both the top and bottom gauges. - - - - - - - - o - 7 O 6.The flanges must remain straight within'%"from tme alignment. - - - - - - - _ : _ _ Blocking at max 8'D.C.: No - - - - - V ti- Q A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Weyerhaeuser NR.©2014 Weyerhaeuser NR Company. All rights reserved Poured FIOOfIng:' NO FALMOUTH Sheet: 2 of 2 i --- . _ ----- _ II SCHEDULE OF ELEVATIONS 1 59.o SEPTIC SYSTEM NOTES SEWAGE SYSTEM PROFILE& DETAILS NOTES: �. . DWELLING Y ELLI N G NOT TO SCALE 1: RISERS AND COVERS TO WITHIN 6"OF FINISH GRADE. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE k ,, 1 FIRST FLOOR= 2. H-10 SEPTIC TANK D-BOX AND CHAMBERS AND SCHEDULE 40 PVC PIPE THROUGHOUT. ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF 2 TOP OF FOUNDATION= ar' 2 TO BE DETERINED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL HEALTH. PIPE INV.AT FOUNDATION= MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. 3 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN 4` INV.OF PIPE AT SEPTIC TANK INLET PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. NV F PIP AT SEPTIC TANK OUTLET= " 14 55.0 RISER AND COVER SET TO WITHIN . ,- 5 I O E 12 54.5-55.0 3. ALL ERRORS OMISSIONS`AND CHANGE OF CONDITIONS AT THE IT H ' :,, •. 13 54.7 6"OF FINISHED GRAIDE. COVER O S SITE SHALL BE 6 INV.OF PIPE AT D-BOX INLET= BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR T PERFORMING THE A TO SERVE AS INSPECTION PORT 11 52.5 4 52.67 � , . r 7 INV.OF PIPE AT D-BOX OUTLET= RELATED WORK. O G S 2lo MINIMUM ;., _ FILTER FABRIC - < •��� ��% 8 INV.OF PIPE AT LEACHING FIELD INLET- 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO , 3 52.97 PREVENT EROSION. 9 BOTTOM OF LEACHING FIELD= �\\.. - \ Y \•� \ \\ 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST ,r 10 TOP OF STONE- •; ,r>.\r�\r� �\�\�.\\\i\r\ ,\ �/\ \` ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS FINISHED GRADE OVER LEACHING FACILITY= H 10 D BOX \\r\ 15,MIN.BREAKOUT GRADE 11 E BACK FILL(WITH \/ �• ' k � _ � ': WITH SPEED � 113 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. � - _ \.\\jr\\ �/ I 12 FINISHED GRADE OVER DBOX= S-0. /02 L=15' LEVELERS&RISER /\// 52.5 CLEAN MATfERIAL \ \ 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND _ �\j\ G D _ ....-.. .__r. •.. - r 13 FINISH GRADE OVER SEPTIC TANK . . _ _ , • r./ / • 16 50t 5-0.01 L-24 \� \ ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH, � 5=0.01 L=VARIES /\�\ \ I ..=,.m, a ... / LOCUa, „„, .�,� ,��e _ ._ _ 10, 0 / -AND CONFORMS WITHI THEREQUIREMENTS OF THE STATE'ENVIRONMENTAL ., .. - �� _ ` . r „_. � sr«., 4 FINISH GRADE AT FOUNDATION ...� ,: r a �� o _ ® ® ®® Q \ CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. ,.��, :�„ ,.;,",�, ;�.,>,� ., � , �,r;�,,,��.,.,�, ,, „ ��...� �..:, , _ � v w� - �, \/ice 15 BOTTOM OF SEPTIC TANK= , > f� m ® ® ®lam - • = H4 .: ® m m m mm c�Ww LOCUS MAP NOT TO SCALE _ scH.ao Pvc TEEs 6 TOP OF CELLAR FLOOR w w ® ® ® ® ®® >O_ 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS m ® ® ® ®® FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED r` Un LL '- AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS b GAS BAFFLE �r W m PRECAST 500-GALLON CHAMBERS 6 52.18 7 52.00 REFER TO NOTE 8 FOR REMOVAL OF OF SUCH TEST HOLES, UNSUITABLE SOILS IF APPLICABLE --12"MINIMUM 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE i- 8 51.67 4 OF NATURALLY OCCURRING u AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING ' INSIDE DIMENSIONS PERVIOUS MATERIAL EXIST v CONTRACTOR SHALL CONTACT ENGINEER TO ASSESS EXISTING FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON AND 6"MIN.SUMP SOIL MATERIAL PRIOR TO INSTALLATION OF LEACHING SYSTEM. THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, 15 47.92 PROPOSED SEPTIC TANK g 49.67 UNSUITABLE MATERIAL ENCOUNTERED DURING INSTALLATION CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, 1,500 GALLON,H-10 LOADING RAN LAR 6"MIN.CRUSHED STONE BASE BOTTOM OF TEST HOLE TP#1&2 EL.45.7 SHALL BE REMOVED-REFER TO SEPTIC SYSTEM NOTES 7&8 FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED,THE FILL MATERIAL SHALL USE(3)500-GALLON CHAMBERS WITH DOUBLE WASHED CRUSHED STONE CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION 48"AT ENDS AND SlIDES AND 34"BETWEEN EACH CHAMBER 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE EFFECTIVE DIMENSIONS:HEIGHT=2.0',LENGTH 39.17',WIDTH 12.83' MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER NAD 83 THAN A NUMBER 200 SIEVE. DESIGN DATA z 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR 1. TYPE OF ESTABLISHMENT:4-BEDROOM SINGLE FAMILY RESIDENCE SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 2. SEWAGE SYSTEM DESIGN FL •1 A G 5 EM DES G OW. 10 GALLONS PER BEDROOM=110 x 4=440 GPD INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER ° 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND 4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 200/o OF DESIGN FLOW OR 1,500 GAL_ X VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. i, m c`n y =200%x 440 GALLON=880 GALLON(USE 1,500 GALLON) m to r v 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE P.V.C. m�..1 - o ( ) z U3 y o 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 5 MINUTES PER INCH SCHEDULE 40,UNLESS OTHERWISE NOTED. BENCHMARK m'b to a O 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM - CATCH BASIN RIM Z O X APPROXIMATE LOCATION OF 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION _ c`A EXISTING 16",WATER MAIN 7, LEACHING AREA REQUIRED:MINIMUM 440 GPD 1(0.74 GPD/S.F.,CLASS I SOIL) 595 S.F. INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE ELEVATION 46.70 NAVD88 r. D 0 LOT 2A PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR m W NO PRIVATE WELLS WITHIN 150 8. LEACHING SYSTEM PROPOSED.2 HIGH x 12.83 WIDE x 39.1T LONG SYSTEM r (SERVICE BY TOWN WATER) OF PROPOSED SEPTIC LEACHING PROPOSED WATER SERVICE _ _ TO BACKFILLING. r= m m CONNECTION TO WATER MAIN BOTTOM AREA PROPOSED-12.83'x 39.1T -502.6 S.F. SYSTEM AND RESERVE AREA C SIDE AREA PROPOSED=2 x 12.83'+39.17' x 2' =208.0 S.F. 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND �A O r ( ) MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE ASIEVE ANALYSIS G � m �,� i REMOVE AND REPLACE UNSUITABLE SOILS .,1 _ 14 V 1 TOTAL AREA PROPOSED=502.6 S.F.+208 S.F. =710.6 S.F. 2/ 'O \ 0 1,500 GALLON SEPTIC TANK WITHIN 5'AROUND LEACHING SYSTEM / \ / OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO �\ / \ ' l 9. LEACHING SYSTEM CAPACITY PROPOSED=710.6 S.F.x 0.74 GPD/S.F.=526 GPD THE LOCAL BOARD OF'HEALTH UPON COMPLETION. / 1 PROPOSED 12.83'W x 39.1 T L x 2'H ~�-- ---, 1 .' �„` �i / SOIL ABSORPTION SYSTEM ` \ 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE -� - ~ 245.3 �` ' N 15° 00 00 W - NITROGEN LOADING LIMITATIONS PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. o ` `46,� ` 232.66 NATURAL 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR u, \ggsl 0® 53.0 \ VEGETATIO --- 1 1. 310 CMR 15.21a:NITROGEN LOADING LIMITATIONS THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 1 4g� N WIC NITROGEN SENSITIVE AREA DESIGN FLOW LIMITED TO NO MORE THAN 440 GALLONS OF DESIGN p - 1 50 NO IPRI / 1.f \ 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY 'y p° pT�W LLS ----39.2' -- 'r -e -�. vV,,,.".,.►W \6g� O FLOW PER DAY PER ACRE(1 ACRE=40,000 SQUARE FEET) tr �. ( rn N �,...r•�► EXCAVATING AND 10'hAIN.SETBACK DISTANCE FROM SAID SERVICE TO THE W co . . . . . , .;, ,A.y,; . . . Zg� a..."" $ \ O = SEPTIC SYSTEM SHALL BE MAINTAINED. . pp. �� ay+�••-"'�' \ 2. NITROGEN SENSITIVE AREA DEP MAPPED ZONE II t� ®„� \.. 5 - `. N \ x 56.6 : - d+ _ - .. �,?% b° \ --1� r T 3. LOT SIZE:68,275S.F. 137 ,•,• ,•;, ,_; rn Y \ cS+ \ 18. ALL WATER LINES WITHIN 10 OF SEPTIC SYSTEM COMPONENTS SHALL BE W \ o00 _ \ \ G = LEEVED WITHIN 4 PVC SCHEDULE 40 PIPE. ry � 55.0 4. MAXIMUM DESIGN FLOW 440 GPD x 68,275 S.F.SF /40,000 S.F. 751 GPD cn N e _:.. co .5 --._ � -. . � 5. PROPOSED SEWAGE SYSTEM DESIGN FLOW 440 GPD _ �� O ...- E N LO 56 / \ t' m ' So SCREEN P C <n rn W'' +n G Z 32' S7.0 ,� > <,{ Y' `;56 5 W./�� -- : W. LOCAL RD WASTEWATER DI 1 ry S2. o PROPOSED WATER SERVICE � •� p 6?, \ 63 / OC O INACE DISCHARGE �S -PROPOSED ' ., t I \ 1. LOCAL ORDINANCE.§232-5.A.MAXIMUM ALLOWABLE WASTEWATER DISCHARGE i { ....� ; E' :t7. ' kY � / MAXIMUM WASTEWATER DISCHARGE ALLOWED=330 GALLONS PER DAY PER A' � CRES 1 f K FL EL.=``59.0 bOb'stD � �� cn R , 0 .•0 w / O PRIVATE WELLS "�' PdTlO' O O a2 l 150 N v =68,275 S.F.x(330 GPD 143,560 S.F.)=517 GALLONS PER DAY PROPOSED WASTEWATER DISCHARGE=440 GALLONS PER DAY - \ vy: / 1 I$ I za , . .,. �` �, LOTS _ -� rl ..�sz.,..l .,� � I. r �' GkRAGE� - Y,: <. / 1 PROPC7SED w N SLAB `� , 26 w / 88,275 S.F. . --�- D [ RIGE:WAY 8 `�A UP EL.=56.0 ;''� `u " // \ A I " p ( p � -��� "` `' ; � W ! s �.:.�-_ SOIL EVALUATOR SLOG - P#10814 < P / m 2 � ' _ ( r \ De th from surface Soil Texture Soil Color Soil Mottles Other Relative TOWN W + - , 1 `s o f,� tY J NATURAL .5$ \ \ ` p . Soil Horizon C ate: t °\,I 1 .-� ,\+.a,LE O 0 7Y SWALE VEGETATION \s r _ in inches (USDA) (Munsel) and Depth Factors 143' +� 12.8' T1&T2 v °'= qq o -- DEEP OBSERVATION HOLE TP#1 &TP#2 ELEVATION 56.2 H op 7a \ \ �\ 0-6" A SANDY LOAM 7.5 YR 8/4 HA DHOLE a r` t" <,4:.Y _,1 O 58. 1\ N 6 - 2 B LOAMY SAND 7.5 YR 6/6 .: r a z m ? >I56.r�h X 58.5 \ 504.37 S 0° 13�37"E / 42"-126 C MEDIUM SAND 10 YR 8/4 NO 15%GRAVEL,. Ia., JJ It v� ui m Na• �! "I IP 31N G LV\ O \ COBBLEs �� w -54 \ 1 �, DEEP OBSERVATION HOLE TP#3 &TP#4 ELEVATION 55.5 �N PROPOSED DRYWELL 1 i ` + \ N 0 - 58- --- v� / PARCEL 214037 TYPICAL OF 3,SEE DETAIL �. r s ®� co ' .. /SAL ENG����� / \ 0 �}� / (VACANT PARCEL) l f _ , 0-8" A SANDY LOAM 7.5 YR 8/4 8"-41" B LOAMY SAND 7.5 YR 6/6 p _ �p / ice-- ( r / ` 1 41"-134 C MEDIUM SAND 10 YR 8/4 NO 15%GRAVEL, " to p /' y ) 1 CO ...t �5 / .- ./ O COBBLES �l`"�"•� r n 1 i 1 1 HYDRANT PERCOLATION RATE_ <2 MINUTES/INCH IN C LAYER NOTICE DEPTH TO GROUNDWATER=NONE ENCOUNTERED,HIGH GROUNDWATER ESTIMATED AT ELEVATION 34 THIS PLAN Y NOT E ADDED TO E ET F MAY B ,DELETED ED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE& NO PRIVATE WELLS WITHIN 150' FEET(NAVD88),FROM TOWN OF BARNSTABLE GROUNDWATER CONTOUR MAP ISLANDS ENGINEERING,INC: OBSERVATIONS BY:JOHN DOYLE,P.L.S. UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR OF PROPOSED SEPTIC LEACHING WITNESSED BY:DAVID STANTON,R.S. PERSONS,MUNICIPAL OR PUBLIC OIFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS SYSTEM AND RESERVE AREA DATE TESTED:OCTOBER 6,2004 PLAN REMAINS THE PROPERTY OF(CAPE AND ISLANDS ENGINEERING,INC. COPYRIGHT(C)BY CAPE& ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED UP 12/28/18 1 REVISE SEPTIC SYSTEM DESIGN FLOW AND LEACHING SYSTEM RLR RLR 0 30 60 /100 GENERAL NOTES DATE DESCRIPTION IBY ICHK _ PREPARED FOR: SCALE: 1" = 30' LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON LEGENDTHE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, CB DATUM:NAD 83,UNITS:U.S.SURVEY FEET. PAULO GUALBERTO ---- -- CONCRETE BOUND POBOX7 ■SB --- ROOF LEADER--- STONE BOUND ZONING DISTRICT:RD-1 AND RF&RESOURCE AND GROUNDWATER PROTECTION OVERLAY DISTRICTS CENTERVILLE, MA 02632 ORC ------- ROD CAP. OOP ------ IRON PIPE FOUND PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD X BY THE PROJECT: ---_---HYDRANT ! � FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. ------- WATER SHUTOFF NDS PRO FLOW-WELL ® ----- CATCH BASIN SQUARE 25001C0561J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. POLE 3/4"-1-112"DOUBLE' OVERFLOW PIPE SPLASH PLATE 55 LAKEVIEW DRIVE rQ� ----- - UTILITY WASHED STONE THIS LOT IS LOCATED WITHIN A DEP APPROVED ZgNE II WELLHEAD PROTECTION AREA: CENTERVILLE, MASSACHUSETTS ( - ------- GUY POLE t`--- - -- -- GUY WIRE ) I FINISH GRADE,VARIES THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. E ------- LIGHT POLE I rMi WIND EXPOSURE CATEGORY:ZONE B tr 4"PVC INLET INLET �_ 8"MIN.LOAM COVER SHEET NO.: 1 OF 1 DATE: OCTOBER 29,2018 ------- SIGN ------ CONIFEROUS TREE LOT COVERAGE: DRAWN BY: .1V6,RLR CHECKED BY:MC j o PREPARED BY: ---- DECIDUOUS TREE N - .0 LOT AREA=68,275 ST ® ------- TREE STUMP 4"HDPE DRAIN ... _ PIPE,S=1.0% . N • PROPOSED STRUCTURES:HOUSE,GARAGE AND PORCHES =2,752 S.F.(4%) = ' v ------ SHRUB CAPE , w nc w�^ R,cc ? �r O. PROPOSED STRUCTURE:POOL = 576 S.F.(1%) CAPE & ISLANDS 'ENGINEERING- --- CONIFEROUS SHRUB iv PROPOSED POOL PATIO AND DRIVEWAY AREA: =4,596 S.F.(7%) CIVIL ENGINEEIRING-LAND SURVEYING-ENVIRONMENTAL PERMITTING TREE LINE 6"MINIMUM PROPOSED LOT COVERAGE BY IMPERVIOUS SURFACES: =7,924 S.F.(12%) OHW OVERHEAD WIRES 2' BEDDING STONE rNcorznorureD SUMMERFIELD PARK PLAN VIEW DEED REFERENCE:BOOK 24247 PAGE 1 50$477.7272 PHONE info Ca eEn c j STONE WALL SECTION VIEW MASHPEE,MA 02649 www.CapeEng.com POST&RAIL FENCE � 800 FALMOUTH ROAD SUITE 301C @ P 9• om 508.477.9072 FAX www.Ca eEn coin DRY WELL NOTES PLAN REFERENCE: BOOK 600 PAGE 18 : -fl----- STOCKADE FENCE DRAWING TITLE: x - x -x PICKETROW _ DRY WELL DETAIL OWNER: PAULOGUALBERTO - xx xx---- CHAINLINK FENCE A SYSTEM OF GUTTERS,DOWNSPOUTS AND DRY WELLS -NOT TO SCALE- P O BOX 7 SEPTIC SYSTEM DESIGN PLAN ---- AREA OF STRUCTURE INCLUDED IN SHALL BE USED TO RECHARGE STORMWATER RUNOFF. CENTERVILLE,MA 02632 (NEW CONSTRUCTION) EXISTING LOT COVERAGE ASSESSORS INFORMATION: MAP 214 PARCEL 038-X06 . I 1 4 I ------