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0015 CENTER LANE
t #a ; LY' x 4 r szk .,rj e t k:' i . ay__• ..ti. �. _„ �, e�$..,.. ..,h sr.:.er .. ��{y,��•,.; ,-i. � o:. �a• r a, _wi;. .*• tr° s;,. t ry 417 ^fin ss x 7 r H tt {S"ry s ' f �,' `�.., h . t H i ^ „ n ° y E o a 4 t a d ° A a ° a r i Email: Commonwealth of Massachusetts Sheet'Metal Permit Mapes 51 Parcel Date: i,��� � Permit#` o 0 Estimated Job Cost: $ /r Permit Fee: $ MAR 2 7 2015 Plans Submitted: YES '�NO L01NN OF BARNSJPLZeviewed: YES NO Business License# - /? Applicant License# :. 7 Business Information: Property Owner/Job Location Information: Name: 31rVS/0,4;� Name:_,gfm.o &5%wt A)2 Street: q`I7 /� Street:' /S-- C6-AftZ,� ZAJ, City/Town: A/�r rv�a LWj City/Town: 45� �/� — /P14 , Telephone: Telephone: '77 z1-- Z 3 F'.. 6,3 S 3 Photo I.D. required/Copy of Photo I.D. attached: YES t" 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. fL /2-stories or less Residential: 1-2 family V Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: 2 Sheet metal work to be completed: New Work: ✓ Renovation: HVAC__Ll' Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: lN3�l97,L �� q6 ZM 41q4,L 1: LkAM&6- i r I, NSURANCE COVERAGE: have a current liabili insurance policy or its equivalent which meets the requirements of M.G.L Ch. 112 Yes[jf`No❑ f you have'checked Yes, indicate the*type of coverage by checking the appropriate box below: k liability insurance policy [V� Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the dssachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner [ Agent ❑ Sign a of wner or Owner's Agent y checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and ccurate to the best of my knowledge and that all sheet metal work and installations performed under the pbrmit issued for this application will be i compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. i Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: 04 aster le ❑ Master-Restricted yf-own ❑Joumeyperson Signature of Licensee rrrit# ❑Joumeyperson-Restricted License Number: 33(F 7 Check at www.mass.goy/dal pector Signature of Permit Approval T7ze Cammonveulth of Massachasetts ' � • - - ' •.Department ofl'itdustrzal Accidercfs ' Office efInveNfigatiotrs- '600 WaNhington Street Ba&bo T,MA 02111 WWW.mass govtdia ' Workers' Compensation Iusnrgnce Affidavit; R'nWerslContracforsMectriciam/Piumbers Applicant Information Pleas a Print L ly Nine(Busmess/organizi Qn/fnrii a�:. S/ 5/o � Addz'ess_ //77 C'tY/ Zp: vG, z-rti D 3 6 Phone - - n an employer?Check the appropriate bam ["&re .[ Iamaemployerw h G6' 4. ❑ I am a general cantractar�d T TYP.e,off ect(req�ed):,- employees (fan and/or pant erne).* have hired the sob=conftact�s6 L"f n�constrncdfln.❑ I am a'sole proprietor or partner- listed an the'attarheri sheet 7. ❑Remodeling ship and have no employees These sub-cotes have 8. ❑DamoliBn Wanking fiar me is any capachy, employees.and have wad=S3 [NO workers' Comp.irwmzr T,t•e. Comp,?nenranre$ 9• ❑Raild=g addition required.] $.❑'We are a corporation and'ifs 10-0 Electrical repairs or adadms '3.❑ I am a homeowner dDmg a.II.wozk officers have exercised then 11.❑Plug repairs or addifions niyself [No wor]ers' cam'p. right of==Pdon per MC L 12,❑R.00frepa� inarrram-e required-]t c,152, §1(4), and we have no ®pinyees. [No work' 13.❑Other Comp,msrrranr_P required,] fill'applicant That chccYc ba 1 Est also fiII out the seciiau below showing f=�Vad=s'compensatinu po&cy ikoa, H—eowness who subarrtEris afdmn±indi=dmg they an doingall work and then him o,tM&can,rarfars mnstsubmitanew ofdavit�dicaiing such �Conhactors that chwic this boa znL4t atfarhed as addifumal sheet showing the name of the sub-c�s zEd state whether errant dose des haS�e �PiY if the subtrantn$have euPhryees,theyP �the¢ worlses'cnmP•po&oynambeL I am an employer that isproviding-workers'compensa on insurance for my employees Below is theponcy and job site ins,farmafion. Policy#or Self-ms.Lic,#__ A Lf60 � 3l` 6 f tExpiru6m.Datr: / 1. Tob Sian Address:_= Bch a copy of the Workers' carapensation policy-decl -dun'page-(sh"the policy nomber and exptr• on date). Farinre•to.secure coverage as required tmder Section 25A of MCH,c. 152 can lead to the imposition of dual pmahlm of'a fm6 tip to $1,500.00 and/or one-year imprisommen4 as weIl as civil penaltizs in the from of a STOP WORK ORDER and a fine of rap to$250.00 a day agz�st the 7iolai3r, Be advised that a copy of this stateme it may be forwarded to the Office of hI7es Qaf;=of the MA fpr yeII�. I do hereby certify=der epams andpenalties ofperjwy that ae vtformation provided above is true and correct Si�aitae: Qc3. Phone#: — — Q iciaf use on y Da not write zn this area, to be ccaTLeted by c gy or-town oftrid City or Town: PmrmitUcense# Isstling Amihority(cu•cie one): L Board of Hein 2.Bwlding Deparbnent 3.C ityffown CIerk 4.Electrical InspEm� 6.Other Contact Person: Phone#: THE Town of Barns�. table . • } Regulko Services rY MASS Thomas F.Gefier,Director Building Division Tom Perry,Building Commissioner 200 Mani Street Hyannis,MA 0260, www-town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section IE Using A.Builder as Ownet of the subject ro J P .PAY hereby authotize �� � to act on=7 b in all•mattets relative to work authorized by this buddingpetmit I CA-,T- (Address of job) **Pool fences and alarms are the tesponsibili f the applicant.tY o e app t. Pools are not-to be RHed•before fence is installed and pools are not to be Utilized until all final inspections are perfottned and accepted iv e o Owner Signature ofAppli=t Print Name Print Name 42 Date Q:F0RMS:0WNERPERMLMSI0NP00L4 SHE Town of Barnstable Regulatory Services Thomas F.Gei7er,Director , =6�A Building Division Tom Perry,Building Commissioner 200 Main Street; Hyannis,MA'02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILWG ADDRESS: city/town state . zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. r DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land an which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or fa=structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a fog acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building pit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mimmnm inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner 1 -- i Approval of Bui1ding0ificial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Ucensing of construction Supervisors);provided that ifthe 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 fur Ucensing Construction Supervisors,Section 2.1.5).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 cnsure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your commi nity. Q:forns:homeexempt y � d E r ion " ia¢ � X -------------------- V YY �•q � A� 5 eYi�.IF'+1 Y y pry.p:: IS MARAP r k" h • y* k y9ipp �� �J• f � k� .�s, 2 £ 'k3• �^W Y'Lk .4+�IRR k 3k r�?.hWt } ��> ��� M.X}� S `ia. yt c �.„Q��7E�k`�^ � y�t Yyy • y & G P . k s= DATE (MMIDDNYYY)ACC>Ro - ° CERTIFICATE OF LIABILITY INSURANCE 03/2612015 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 Phone: 508-540-6161 Fax: 508-457-7660 REACT Almeida&Carlson Insurance Agency Inc. ALMEIDA&CARLSON INSURANCE AGENCY INC. PHONE FAX P.O.BOX 554 A/C No Ext_ 508-W-6161 ac _ 508457-7660 E-MAIL FALMOUTH MA 02541 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER :A mlla Protection Ins Co INSURED BAYSIDE MECHANICAL CORP INsuRERB :ARBELLA PROTECTION INS CO 41360 497 THOMAS B LANDERS ROAD UNIT 1 INSURER :Arbeila Protection Ins Co E FALMOUTH MA 02536 INSURER0: AIM INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 29839 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, EXCL SIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD1 SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MMIDDNYYY) IMMIDONYM LIMITS A GENERAL LIABILITY 8500060168 09/01/14 09/01/15 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 300,000 PREMISES(Ea occurence) $ CLAIMS-MADE OCCUR MED.EXP(Any one person) $ 5,000 X BROAD FORM ADD'L INSURED PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY Pa LOC, _— $ B AUTOMOBILE LIABILITY 1020022473 09/01/14 09/01/15 accideennt)S INGLE LIMB $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDRN CHEDULED AUTOS UTOSBODILY INJURY(Per accident) $ X HIREDAUTOSON-0WNED PROPERTYDAMAGE $ UTOS (peraccident) $ C uMBREu�L LIAB OCCUR 4600060170 09/01114 09/01/15 EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DED X RETENTION$ 5,000 $ D WORKERS COMPENSATION AWC40070313702014A •09,01114 09101115 TORYT I IMn'rs ER $ _ AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE YIN E.L.EACH ACCIDENT $ 1,000,000 OFFICERMIEMBER EXCLUDED? [ ] N I A N (Mandatory In NH) -- E.L.DISEASE-EA EMPLOYEE $ 1,000,000 B yes,describe under — — DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space.is requited) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF,.NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Attention: ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Project Summary Job: 15 Center Lane BA YSIDE , ry Date: Jan 19,2015 MECHANICAL CORP Entire House By: AI Gagne Bayside Mechanical Corp. 497 Thomas B.Landers Road,Unit 1,East Falmouth,MA02536 Phone:508-548-4068 Fax:508-548-4406 Email:agagne@baysidemech.net Web:www.baysidemech.net License:Master... For: DeSimone David J. DeSimone Building B it in 9 Company p Y 62 Eagle Drive, Mashpee, MA 02649 Phone: 774-238-8353 cell Web: wwwdesimonebuildingeompany.com Email: desimonebuildco@aol.com Notes: HVAC D - • e e Weather. Otis ANGB, MA,-US Winter Design Conditions Summer Design Conditions Outside db 8 OF Outside db 82 OF Inside db 70 OF Inside db 72 OF Design TD 62 OF Design TD 10 OF Dailatly range L Reive humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 42460 Btuh Structure 25530 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 42460 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25530 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Semi4ight) Structure 2414 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area(ft') 2414 2414 Equipment latent load 2414 Btuh Volume(ft') 24201 24201 Air changes/hour 0.31 0.15 Equipment total load 27944 Btuh Equiv.AVF (cfm) 126 61 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 59SP5A080E17-16 Cond 24ABB342(A,W)30 AHRI ref 4702806 Coil CNPV*4217AL*+59*P5A080E17**16 AHRI ref 6381660 Efficiency 96.5AFUE Efficiency 11.3 EER, 13.5 SEER Heating input 80000 Btuh Sensible cooling 34425 Btuh Heating output 78000 Btuh Latent cooling 6075 Btuh Low output baseboard 600 Btuh/ft Total cooling 40500 Btuh Total low baseboard 71 ft Actual air flow 1350 cfm High output baseboard 850 Btuh/ft Air flow factor 0.053 cfm/Btuh Total high baseboard 50 ft Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W rl ht�sotl 2015-Mar-26 20:57.59 ACM 9 Right-Suite®Universa1201515.0.14 RSU00405 entslWrightsoftHVACUeSimone,15CenterLnrup Calc=NIJ8 Front Door lace&N Page 1 I N Level 1 --__--®12 xx 4 122 ch 2 4x 12 Sun fan 1 12 12x4 122chn 2cfm 137 ch ® 14x8 12x4 12x4 365chn 140 cfm 140 ch cm M Bed Great Rm Kitchen 14x8 2x 12 l 69ch 383 ch am o C= ® 8 x 14 396 ch _ Nsers 10 x 2 in WIC 47 ch Foyer Dine M Bath WIC Hall Laundry L CEO 10x4 10x2 66 ch 34 ch 10x4 10x4 tOx2 54chn 62 chn 31 ch Game Job#: 15 Center Lane Bayside Mechanical Corp. Scale: 1 : 115 Performed by Al Gagne for: Page 1 DeSimone, David J. 497 Thomas B. Landers Road, Unit 1 Right-Suite®Universal 2015 62 Eagle Drive East Falmouth, MA 02536 15.0.14 RS000405 Mashpee, MA 02649 Phone: 508-548-4068 Fax: 508-548-4406 2015-Mar-26 20:58:07 Phone: 774-238-8353 cell ...HVAC\DeSimone,15 Center Ln.rup wuuw.baysidemech.net agagne@baysidemech.net desimonebuildi com n .com desimonebuildoo .. N Level 2 8x8 156 cfm Bed 3 Bad 2 Open Below 7" 6" Bx8 8x 8 85ch 70 8" T 6" 101cfm 5" 10x10 8" 8" 214cfm lox 10 Bath 187 cf n Balcony 10" 10" Posers in attic 6x 6 58 cfrn Unfinished Job#: 15 Center Lane Bayside Mechanical Corp. Scale: 1 : 115 Performed by AI Gagne for: Page 2 DeSimone, David 1 497 Thomas B. Landers Road, Unit 1 Right-Suite®Universal 2015 62 Eagle Drive East Falmouth, MA02536 15.0.14 RS000405 Mashpee, MA 02649 Phone: 508-548-4068 Fax: 508-548-4406 2015-Mar-26 20:58:08 Phone: 774-238-8353 cell m HVAC1DeSimone,15 Center Ln.rup twiwwwbaysideech.net agagne@baysidemech.net .desimonebuildin com an .com desimonebuildco w. I N Basement 6" 6" 6" 7" 7," 7" 6" 10" Basement g" 14x10 10x10 5° 17 10° 14x10 10" 5" 12" 10"10° Job#: 15 Center Lane gayside Mechanical Corp. Scale: 1 : 115 Performed by Al Gagne for: Page 3 DeSimone, David 1 497 Thomas B. Landers Road, Unit 1 Right-Suite®Universal 2015 62 Eagle Drive East Falmouth, MA 02536 15.0.14 RS000405 Mash pee, MA 02649 2015-Mar-26 20:58:08 Pe Phone: 508-548-4068 Fax: 508-548-4406 .._HVAC1DeSimone,15 Center Ln.ru Phone: 774-23.00m 3 cell www.baysidemech.net agagne@baysidemech.net P .desimonebuildin com an .com desimonebuildco .. mot` " Town of Barnstable Building Department - 200 Main Street ALE. * Hyannis, MA. 02601 9�b 16319 (508) 862-4038 Certificateof Occupancy Number: 201407783 20150181 ApplicationCO Number: Parcel ID: 251059002 CO Issue Date: 08/14/15 Location: 15 CENTER LANE Zoning Classification: RESIDENCE D.1 DISTRICT - Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: DE SIMONE CUSTOM BUILDERS, INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: /iy/��-� Building Department Signature Date Signed J TOWN OF BARNSTABLE •' • Id ing . 201407783 BARNSTABLE, * Issue Date: 12/04/14 Permit 9 MA8S �prFO 3�A�� Applicant: DE SIMONE CUSTOM BUILDERS,INC. Permit Number: B 20143319 , Proposed Use: DEVELOPABLE LAND Expiration Date: 06/03/15 Location 15 CENTER LANE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 251059002 Permit Fee$ 2,550.00 Contractor DE SIMONE CUSTOM BUILDERS,INC. Village CENTERVILLE App Fee$ 100.00 License Num 63756 Est Construction Cost$ 500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCTION OF A 3 BED,2.5 BATH WITH ATTACHED TWO CAF THIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE.HOME TO CONTAIN 2,383 SQ FT OF LIVING SPACE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SPERCO,JON STETKIS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 2 WILSON RD INSPECTION HAS BEEN MADE. WEST YARMOUTH,MA 02673 7Q f Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS-NO RIGHT TO OCCUPYANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS PUBLIC PROPERTY'NO SPECIFICALLY PERMITTED t N ERTHE BUII,DING CODE,.MUST BE APPROVED BY THE JURISDICTION." STREET.OR ALLEY",6 DES AS. AS.DEPTH AND LOCATION'di' 6C SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT.DOES NOT;RELEASE THE APPLICANT FROMTHE CONDITIONS.OF ANY APPLICABLE SUBDNISION' RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO.GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 3"l s 01K 14 2 2 2 PI&AG oK l 3—/re 14-1 = Vie/ �7�/ 3 Bf:k:0 7120/!$ 1 Heating Inspection Approvals Engineering Dept Fire ep 2 Board of Health Town of Barnstable Regulatory Services Richard V. Scali Interim Director BMWSPABIX ` Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# � D 2/fA? FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less GNP LAIN yt Location of shed(address) Village S-Ivy f� LM DE 6-09-- S23 - Iq � Property owner's name Telephone number (0)(Ra (60 _ E5 6rC oo Z Size of Shed Map/Parcel# Iwo 1 tur Date a r; ,?3e 35 . Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway -- Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION. FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 Town-of Barnstable Regalatory Services _ ward V.ScoX Director MASS- Building Division - Tom Perry,Buuftg .. Comone:r . 2W Malt►StcK his,MA 02601 Office: 508-862-4038 Fax 508-790-WO Property O"MrMust C replete and.Sign TIds.Section JsiinsP ,Buildex h herebyaurhorize to act on my ; ia all.matma tekative to work authorized by d3 is buadk g Permit aWHotion for. vti C. � Cris (Address ofJob '•'''-Pool fences aid alarms are the n sponsibduy of the applicant.Pools ai+e not to be fired or weed before fence is installed and all final inspections are performed.and accepted. AAA- sjg m vre . Owner Signature o A rPhca . ?fiat Name prim Name nay TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel o Application # Health Division Date Issued y1�J l5 Conservation Division Application Fee Planning Dept. Permit Fee Z �V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address _OL Village Owner � Q�� (,�,f� Q�t/ Address IS Telephone Permit Request naAal l(o` 'C, `? _,�krk11nC Q i sac yam( e p� �lYs A2 l0-9 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuatiA p bQ Construction Type Lot Size_ 4 , `-(,0� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new t .: Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric . ❑ Other ._ rYT Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑.existing ❑ new size—Pool: ❑ existing Xnew size _trn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION �(( B�SLDEnr— . HOMEOWNER) Mop, �'C Name �,J,t,� 1.� o_` ?1n�,�,�r� to 1 Telephone Number LP 11" '233 ,gJ-30 Address ' ` QL�C �C License # P� V'Y l 1 ►ice �� Home Improvement Contractor# _ 1��3� (R Email iLAk,(p 0�t 1� ,ate � Worker's Compensation # �10n0i a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 31`S FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL NO. r -ADDRESS VILLAGE _S OWNER DATE OF INSPECTION: r ' FOUNDATION FRAME INSULATION t, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r f - ffice of Consumer Affairs&Business Regulation j License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation ® r aRegistration 108396 Type:' 10 Park Plaza-Suite 5170 Expiration 8/18/2016 Supplement Gard Boston,MA 02116 AQUAKNOT POOLSrV , NC' .= KRISTINE UHLMAN;=, ? �l 55 WOODROCK RD ` >.,t. .,•^ � -7 � j Weymouth,MA 02189 Undersecretary i Not valid without signature u Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor Paz License: CS-095947 IMSTM P;021 18 Orchard LAbington MA1 Expiration Commissioner i j r f . �1ie rpan�n�adracaea� flice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration:..`108396-A Type: 10 Park Plaza-Suite 5170 Expirat� n �8/1$f201$ 't Supplement(rd Boston,MA 02116 AQUAKNOT POOLS'INC KRISTINE UHLMAN;` s , 55 WOODROCK RD Weymouth,MA 02189 Undersecretary Not valid without signature Unrestricted-Buildings of any us-.group which contain less than 35,000 cubic fees(991M )of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DP5 Licensing information visit: www.Mass.Gov/DPS ® I i q TMa Tow nl.of Barnstable : . . Regulatory Services Richard v. Recto scab. r Building Division Tom Perry;Sui1,44 Commissioner 200 Main Stied,Ryannis,MA 02601 www.townbarnstable.mams. Offica: 508-862-4038ax: .508-790-6230 Property Owner Must Complete and.Sign This.Section f Using A Builder . as(?weer of the sabject propertp . hereby authorize rvk_� to act on my behalf, in O man=Iektive to worts avrhorized by this binding PC=application for. (Address of Job Pool fences and ak=.axe the responsibility of the applicant Pools are not to be filled or umlized before fence is installed and all final inspections are pedornaed and accepted. AAA,- Signature bf Owner ignatvie of t Prier Nam EVnt Name Date Q:FaRMS:o1}i HWERMISSMmP00IS The Commonwealth ofMassachuseffs, Office Of JmesfigWiotc r ' 6'00 Washington Street Boston,MA 02111 www.mass govAdza Workers' Compensation Insurance Affidavit:Builders/Contractors/Elecfriciam/Plumbers -- Applicant-Information-.-._ ._,._, Please Print Leibl ` Name(Business/organiz on/Individm—d)- Address:' City/State/Zip: cane#: J J S -20S Are pu an employer? ChecWthe appropriate box: Type of project(required): 1 am 2 a employer with 0 25 4. I am a general contractor and I CCC employees(full and/or part time)_* have hired the sub-contractors 6• ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. EJ Remodeling These sub-contractors have ' ship and have no employees 8. []Demolition working for me in any capacity. employees and have workers' [No workers'comp.intirtrance comp.insurance. 9. ❑Building addition re�ed-] 5. F1 We are a corporation and its 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work have exercised their work 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.0 goof repairs insurance required_]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Off er comp.insurance required.] *Amy applicant that checks box#1 mmst also fill out the section below showing their workcs'compensation'policy information_ t homeowners who submit this affidavit indicating they are doing all work and then him outside contractors roust submit a new affidavit indicating such. ±Contractors that cbcck this box must,attached an additional sheet showing the name of the snb-conhzctors and state whc_thu or not those c,zddrs have employers. If the sub-contraetnrs have carploye s,they roust provide their workers'comp.policy manber. I am an employer that is providing workers'cornpensadon insurance for my employees. Below is the po&y and job site information. {— Insurance Company Policy#or Self ins.Lia# �-�CLI( �75 L,;M Q 2D\lam Expiration Date: off- Job Site Address: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as rewired 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 foun 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 her certify pains enakfies ofpmjwy that the information provided above is frue and correct: Si aiz�e: r c� Date: Phone Official use only. Do not write in this area;to be completed by city or town oo7ciuL City or Town: Pexmit/Liccrtse# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/'Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: -Information and Instructions .. Massachusetts Geheral 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 oa 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 Ioca.l•liceasing 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 ofpublic work until acceptable evidence of compliance with the insuranc2. requirements of this chapter have been presented to the contracting aujhoizty." Applicants Please fill out the worker'compensation aidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited LiabilityPartaerships (LLP)with no employees other than the members or partners,are not required to carry workers' compensation incense. 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 t e affidavit. The affidavit should for confumation of insurance cove e_ Also be sure to sign date the Accidents ra$ l�and da be returned to the city or town that the application for the permit or license is being requested,not the Department of Indus stria]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 Lust submit multiple perm.it'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 as a call. ' The Department's address,telephone and fax number. The Cammoav ealth of Massachusetts Department 4f hidustial Accirlems Office of JrLyestigatio= 600 WasbiVoi Stznet Boston.,MA 02111 Td,4 617` 27-4900(�)t 4€6 or 1--377-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mas,-_govfdia _ 04/02/2015 07:42 - 17813315161 ATLAS INSURANCE PAGE 02/03 -AUORa, CEIRTIFICATE OF LIABILITY INSURANCE �' 04102/2015Y, PRODUCER Serial# 102149 TI-118 CERTIFICATE IS ISSUED At, A MATTER OF INFORMATION ATLAS INSURANCE AGENCY,INC. ONLY AND CONFERS NO RIGI-ITS UPON THE CERTIFICATE P.O,BOX 322.ACCORD STATION HOLDER. THIS CERTIFICATE DOI=:5 NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORD(:D BY THE POLICIES DIEELOW, HINGHAM,MA 02018.0322 PHONE(781)331-9000 " INSURERS AFFORDING COVERAGE NAIC11 INSURED INSURER A: PILGRIM INSURANCE COMPANY 21750 55 WOO DROC;K ROAD OT POOLS INC INSURER B; ASSOCIATED EMPLOYERS INS COMPANY OO WEYMOUTH MA 02189 INSURER0; INSURER D; INSURERF"; COVERAGES THE POUICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PESfR100 INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION Or ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATES MAY BE ISSUED OR MAY PERTAIN,THE;INSURANCE:AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALI^THE TERMS, EXCLUSIONS AND CONDITIONS OE SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MBR na ' TYPE OP INSURANCE POLICY NUMBER FgL%E F CTIVE POLICY EXPIRATION LIMITS QENERAL LIABILITY EACH CwOLIFIRENCE A COMMCRCIAI,OFNERAL LIABILITY CaE'TO RENTED L}IEaecu $ CLAIMS MADE El OCCUR MED EXP Am onn Pr7on $ PERSONAL.&AOv INJURY $ _ GENERAI.AGGREGATE $ GENII,AGGREGATE"LIMIT APPLIES PER! PRODUCTS-COMP/OP AGO $ POLICY PRO. LOC AUTOMOBILE LIABILITY PGC00001017792 4/26/1 A, 4/26/15 COMBINED SINGLE LIMIT A ANY AUTO (Ea acchinnr) $ 11000,000 ALL OWNED AUTOS BODILY INJURY x SCHEDULED AUTOS (Pnr pemmn) X HIRED AUTOS BODILY INJURY $ X NON-OWNEO AUTOS (Pnr acclnrsn[I fAOPERTYDAMAGE r a,CItl�n1J 4 GARAOF IJABIUTY AUTO ONLY-EA ACCIDENT $ ]jAUT0 OTHER'PIAN EA ACC III AUTO ONLY: AGO $ EXCESS)UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR El CLAIMS MADE AGGREGATE $ OFOUCTIDLE " $ RETENTION $ a $ WORKER'S COMPENSATION AND WCC5005677012014. 4/12/14 4/12/15 TH- EMPLOYERSLIARILTY T P O ANY PROPRLETORfI'ARTNER/E;XI'CUYIvE EL EACH ACCIDENT $ 11000.000 OFFICER/Mf:MBER EXCLUDFII? If yes,tlocorlbo undo EL DISEASE"EA EMPLOYEE. $ 1,000,000 SPECIAL PROVISIONS below OTHER EL OISEA;E-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPEPIATIONS/LOCATIONS/VEHICLES/EXCLUSIONS AODEO 9Y ENDORSEMENTSPECIAL PROVISIONS WORKER'S COMPENSATION COVERAGE APPLIES TO MASSACHUSETTS EMPLOYEES ONLY. "ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE OF"SCRIBED POLICTE i RF^CANCELLED BEFORE THE EXPIRATION TOWN OF BARNSTABLE DATE THERFOP,THE ISSUING INSURER WILL ENDEAVOR TO MAIL_ 20 DAYS WRITTEN 200 MAIN STREET NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT PAILURE TO DO SO SHALT. HYANNIS MA 02601 IMPOSE NO OALIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, AUTHORIZED RFPRFSENTATIVE CORD 25(2001/08) 0 ACORD CORPORATION 1988 4/2/2015 IMG 2957.PNG TO'NN OF B RNSTABLE R --3 Ml 8 51- 8SQUARE ALUMINUM do POT & ELF CLOSING LATCH, Y-1 CH S ,4 CONFIRM LATCI-#. WITH LANDSCAPE ARCHITECT 44 MAX PRIOR TO ORDERING x ; _ TYP,. FENCE; SEE 5/L4.04 ----SELF CLOSING HINCE ; SIZE Eta. EQ. ' AIVL1 LOCATION! TO RE .a DETERMINED BY C7NTRACTO'R AND CONFIRMED WITH i LANDSCAPE ARCHITECT PRIOR c' TO ORDERING I. r ;c,, PUNISH GRADE; NOTES: I. ALL ALUMINUM FENCING TO CONSIST. OF HEAVY GRADE AL-UMINLlM ONLY' 2. FENCE SIMILAR TO AMERISTAF ECHELON MONARCH STYLE ALUMINUM FENCING. httpi//www.ameristarfence.com( 3.. POOL ENCLOSURE FENCE TO MEET ALL LOCAL AND NATIONAL CODES. 4. LANDSCAPE ARCHITECT TO REVIEW SHOP DRAWINGS PRIMP TO FABRICATION i4 https://mail.google.com/ /scs/mail-static �s/k=gmail.main.en.2Ho6--9WYWU.O/m=m_i,t/am=PiMa4P7v_UGMMWeWPIL377 t)(VJ85PD6P8lEkOwogP-b T-A3wP66QsY/rt=h/d=1tt=zcros/rs=AHGWggCv0Y1... 1/1 4/2/2015 IMG 2958.PNG 4- 8'-01' TYP,. 4" Q.C.. TYP. - 1 SO. TOP FAIL ry " SO. POSTS 7ui0 x ( I _. 0 r " SCE. PIKE TS uu t ' 1 M 13017111OM RAIL NOTE, ALL ALUMINUM FENCING TO CONSIST OF HEAVY GRADE ALUMINUM ONLY. FENCING SlItaIILA:P TO AMERI TAR'S ' ECHELON P'LU , MONARCH STYLE ALUMINUM FENUNG. hittp:;p/ r.ameristarfence.co P0*0L f-D" CE "IFT I L N U',- A https://mail.google.com/ /scs/mail-static !s/k=gmail.main.en.2Ho6--9WYWU.O/m=m_i,t/am=PiMa4P7v_UGMMWeWPIL377 fXVJ85PD6P8lEkOwogP-b T-A3wP66QsY/rt=h/d=1/t=zcros/rs=AHGWg9Cv0y1... 1/1 4/2/2015 IMG 2957.PNG 3_ 3 8 2' SQUARE ALUMINUM POST 2 .. SELF CLOSING L-ATCH„ CONFIRM FIRM LATCH WITH LANDSCAPE:ARCHITECT 4 IM PRIOR TO ORDERINGi i TYP, I FENCE; SEE 5/1-4.04 i -,--SELF CLOSING HINGESP SIDE EQ. EQ. AND, LOCATION' TO BE ! ( DETERMINED BY CONTRACTOR° AND, CONFIRMED WITH E LANDSCAPE ARCHITECT PRIOR. t TO ORDERING .. FINISH GRADE (VOTES: 1. ALL ALUMINUM FENCING TO CONSIST OF HEAVY GRADE ALUMINUM ONLY'. 2. EENCE SIMILAR TO ,A►MERISTAR ECHELON MONARCH STYLE ALUMINUM FENCING. http://www.amerist,arfence.,com/ 3. POOL ENCLOSURE FENCE TO MEET ALL LOCAL AND NATIONAL CODES. 4., LANDSCAPE ARCHITECT TO REVIEW SHOP DRAWINGS PRIOR TO FABRICAiiION, https://rnail.google.com/_/scs/mail-static/ �s/k=gmail.main.en.2Ho6--gWYWU.O/m=m i,t/am=PiMa4P7v_UGMMWeWPIL377 fXVJ85PD6P8lEkOwogP-b T-A3wP660sY/rt=h/d=1/t=zcros/rs=AHGWg9CvOy1... 1/1 Air Leakage Property Organization HERS DeSimone Building Company Home Energy Raters LLC. Confirmed 15 Center Lane 888-503-2233 07/16/2015 Centerville,MA 02632 Andrew Popielarski Rating No:17646 RaterID:5363711 Weather:Barnstable,MA Builder Center lane 15 DeSimone Building Company Center lane 15 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.13 0.1.0 ACH @ 50 Pascals 2.16 2.16 CFM @ 25 Pascals 653 653 CFM @ 50 Pascals 1024 1024 Eff. Leakage Area (sq.in) 56.2 56.2 Specific Leakage Area 0.00016 0.00016' ELA/100 sf shell (sq.in) 0.76 0.761 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 81 CFM25 /CFMfan 0.0479 CFM25 /CFA 0.0338 CFM per Std 152 N/A CFM per Std 152 /CFA N/A CFM @ 50 Pascals 127 Eff. Leakage Area (sq.in) 6.98 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0338 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 65 Hours/Day 20.0 Fan Watts 24.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise.Residential Buildings, a minimum of 54 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 108 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder,Colorado. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -n 1 v Map 'Parcel � 1 1-?-/�" at o`n Health Division Date Issued ►2`�-� Conservation Division rl�� Application Fee f �p1 A � Planning Dept.- _A,__RceC, S_'v-s.?ipjA Permit Fee Date Definitive Plan Approved by Planning Board 'Pr--v11_v Rvy Qe 24a,o c� Historic - OKH _ Preservation / Hyannis 0 P fir„.,. 7-14 ,�,�!v.� ail D� Project Street Address L tf, � (Iptw LOT Village Owner k S KI J` Address2 VlWll.9AMP. ' �D l 3C�Z673 Telephone 5®9-" ,- L6 Permit Request G 4'� r #0".6 !VI AIW 2/EO OM , HOME TO 64 A1-1-7-�IN �r395 54 �T )F �iViAJ6- 1S"Pk6,_F-, 7Of 2 Square feet: 1st floor: existing proposed 2nd floor: existing proposed r 5 Total new atm3 T— Zoning District Flood Plain Groundwater Overlay Project Valuation 60 Construction Type 161 - ®,0~f. Lot Size/iq ,Zjk 405 Grandfathered: 6W"?6s ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &K Two Family ❑ Multi-Family(# units) Age of Existing Structurel_&A& r Historic House: ❑Yes U'No On Old King's Highway: ❑Yes kno Basement Type: Vfull ❑ Crawl ❑Walkout ❑ Other C`� Basement Finished Area(sq.ft.) Basement Unfinished Area (sC Number of Baths: Full: existing new Half: existing ' new Number of Bedrooms: existing�new ; Total Room Count (not including baths): existing new l First Floor Ro m Coun Heat Type and Fuel: JrJ Gas ❑Oil ❑ Electric ❑ Other ray Central Air: 6 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes L1 Nb Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 5 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®'No If yes, site plan review # Current Use /30- V&^7 L 9 Proposed Use`6l— r SMitiC- 6??M&e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) p Name V &14 Telephone Number 777—�� Address 6o Trd a g NIV License # S D6 7 � M�7� gif e�f Home Improvement Contractor# s Worker's Compensation # ALL CONSTRUCTION DEBRIS R ULTING FROM THIS PROJECT WILL BE TAKEN TO I Al SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER :t DATE OF INSPECTION: ul-FOUNDATION uCSop4cs Q& � SBI�G � . FRAME :� IZD I t INSULATION i, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - Anderson k 781-857-1000 Fax 781-857-1054 Ensulation, Into www.andersoninsul.com 706 Brockton Ave I PO Box 2003 Abington, MA 02351 In. su/anon Certificate WORK AREA ITEM INSTALLED Underside of Roof R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in Gable End Walls R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Windows and Doors Foamed EZ Flo Min Expansion Foam EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Basement Blockers&Runners R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin. Attic Party Walls R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Garage/House Wall R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Attic Party Walls Dow Thermax iin White Foil Embossed Polyiso Board R-6.5 Basement Stairway Walls R-15 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Understairs R-20 5 1/2 X 15 Kraft Faced fiberglass Batts HD Basement Ceiling R-3010 X 16 Kraft faced Fiberglass Batts Walk-out Walls R-20 5 1/2 X 15 Unfaced Fiberglass Batts HD Walk-out Walls 4 Mil Flame Retardent Poly' Garage Ceiling R-29.6,Icynene Open Cell Spray Foam Insulation LDC 50-8in - Between Floors R-30 9 1/2 X 16 Unfaced Fiberglass Batts Sound Wall Baths R-13 3 1/2 X 15 Unfaced Fiberglass Batts Customer: Desimone Building Co. _ Job Number: 210635 Job Address 15 Center Lane Centerville Date Completed: b �, _ Installer Signature 4 t vX Lor4 ?. 64,405 t SF. 1.48 t AG Py 1 . �P�N OFtijgss9 R0 IIN _�y WlLLIAM . WILCOX 0 No.31341 c TOP OF FOUNDATION IS ELEVATION 72.3 (SITE PLAN DATUM). TO THE BEST OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 4, PL. BK. 552 PG...92 HAS BEEN LOCATED ON THE GROUND DATE 12/24//2014 SCALE 1" = 80' AS INDICATED. JOB 7472-00 CLIENT DESIMONE 12/24/2014 SWEETSER ENGINEERING 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, ILIA 02660 off. 508-385-6900 fax. 508-385-6991 C.• \S8\PROJ\7472-00`dwg�7472-CPP.DWG ©2014 SWEETSER ENGINEERING i Town of,B y� Regu.1a ori/ Services �Rr+sraei� Thomas R. Geiler, Director MASS. g 16jq- A�� Building Division a air ,: .. •. Thomas Perry, CB O,Building CoMMissi on er , 200 Main Street, Hyanais,lA.0260i ' ��'1�'ao�vn,.barnstab]e.ma.us . Oce: 508-862 4038 P:ax: ffi 508-794-6230 ' PLAN REVIEW Map/Parcel": Project Address/�C :� Builder:!�ca�, .j' Sn,.tor-e t ervi Gl The.iollowi_-ng items -were`noted on revie-wirg; J C,J i K oQt e� (/��G cQ S _ /l2inr lvl vti;, eP"'l 1 '• ie S' r n 0 i`� Q • ,<,t door 'mists rt ec✓. iYc�. �`o Poo r fa"f'tG v) , Reviewed by: Bk 1942$ P0300 �18�s9 O IL--10-2005 & �2= drEsrs - QUITCLAIM DEED I,JOHN B. OLSEN,individually, of 198 S.W. 13`h Avenue,Boca Raton, Florida 33486,in consideration of TWO HUNDRED AND TWENTY THOUSAND ($220,000.00)DOLLARS, grant to JON STETKIS SPERCO, individually,of 20 Monroe Lane, West Yarmouth, Massachusetts, 02673,with QUITCLAIM COVENANTS, t the land,situated in the Town of Barnstable (Centerville), Barnstable County,Massachusetts: LOT 4, on the Plan entitled"Plan of Land at Conners Road-Phinney's Lane-,Centerville,MA,for Mrs. James Hallett" dated September 27, 1999,recorded with Barnstable County Registry of Deeds in Plan Book 552,Page 92. PROPERTY ADDRESS: 15 Center Lane,Centerville,MA 02632. Said lot is conveyed together with a right of way in common with others over the 20'foot wide unnamed roadway to Center Lane and over Center Lane to Phinney's Lane for all purposes for which ways are used in the Town of Barnstable. Said lot is also conveyed together with the right of way for the installation and maintenance of equipment for the transmission of electrical intelligence over the area designated Driveway Easement located off Phinney's Lane and the 20'wide unnamed roadway to the subject premises. This easement shall allow for overhead transmission lines from Phinney's Lane to a pole to be located by Grantor within the Driveway Easement area and a continuing easement underground from the new pole to Lot 4. Said lot is conveyed together with and subject to all rights, easements and restriction of record insofar as the same are still in force and applicable. For title reference,see deed dated August 31, 2004 and recorded with the Barnstable County Registry of Deeds in Book 18987, Page 249. WITNESS our hand and seal this day of JO OLSEN I Bk 19428 Pg 301 #1869 STATE OF FLORIDA- `Gg.�y►� erJ�C k ,ss. 2005' Then personally appeared the above=named John B. Olsen and acknowledge regoing instrument to be his free act and deed. My commission expires: ,Notary Public s low 10MU e• �`�� iouaea rw ceoo► HA5SACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS • Date: 01-10-2005 8 02:46pe CtI*: 1677 Doc*: 1869 Fee: $752.40 Cons: $220r000.00_ BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-10-2005 8 02:46pm MAW: 1677 Doc'V: 1869 Fee: $501.60 Cons: $220r000.00 I BARNSi'1 OLF.0 REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS x . y till �t88 51 @ � 8885888_Se«XF3 & - ti WREN � o lnwn urrw RRI 3N S.l p o, IS n e � Sa �"�\ 3 � J s 41 } @ 3 .� � \(/ ��, � dE yr` +qZ,• r;s.r � yy _ b u �x ea E O� e /' g/ NPR UiE Town of'Barnstable O - f . Regulatory Services MAQC y' :bchard V.Sca14 Interim Director ►,,�' Bundling Division Tom Perrp,'Buildmg Commissioner 200 Mam Strom Hyauis,-MA 02601 www.town.barnsfable_ma.us 0zTace: 508-862-4038 Fax: 508-790-6230. Property fOwYiet Must. Complete.alad Sign This Section If Using A Builder 1)IV T� ,as Owner of the subject property }ac ieb authoriseU �� V � �I A L y o 9-ct on.my behalf, in aIl mattets relative to w6tk authorized by this building permit f �1 •(/lam/V / +-�'1� L 4M�i .(Address of Job) r *Pool ftnce-s and alas are the responsibility of.the applicant. Pools are'not to.be:filled or utilized before fence is installed and all final inspections are pet formed and accepted. e of.Owner t of. plicant Print N=c Print Name _ Date Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS-063756 tt DAVID J DES1M 62 EAGLE DR Mashpee MA 02Q9 { . � .>rialS • Expiration Commissioner 09/1712016 Office of Consumer Affairs&Business R ga o ME IMPROVEMENT CONTRACTOR egistration: 1442.26 xpiration E-..g 2016 Type: DBA DESMONE BUILDERSa '��o ' DAVID DESMONE 62 EAGLE DR t MASHPEE,MA 02649 n Undersecretary A t Affidavit of Substantial Financial Interest ✓ T �ESIM®1y1..._ of b ©K- I ASA ff, _, on oath depose and state as follows: 1 I am an applicant for a building permit for the property located at Map �J` , Parcel 0-002_. The address.of the property is IS C �J LA Il-LF, 2. 1 have D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the fast twelve months from today's date, which is d , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Ala N W11-50n( ROAD W M - 02-67-5 4. Within the last twelve months, from today's date, which islo G�9 61 I have had a 1% or greater legal or equitable interest in the following p►op sties which ave been the subject of.a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted D building permit applications for property in which i have a 1% or greater legal or equitable interest. .. 6. Within the last ten days, I have submitted building permit applications for property in which I have a.1%o or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which .1 have a 1%legal or equitable interest. a 8. Within this month, I have received building permits for property in.which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury thisJF day of 20h44 2001-0050/affin 1 Q/LDTTERY/AFFIDAVIT Effective Date:November 3, 2014 Western Surety LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62206628 Thatwe, David DeSimone dba DeSimone Building Company of Mashpee , State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of Four Hundred Seventy-Two and 00/100 - DOLLARS ( $472.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street/Road by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until November 3rd 2015 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Maid,,bp the Obligee and to the Principal at the address last known to the Surety, and at the expiry Five (35) days from the mailing of said notice, this bond shall ipso facto terminate and th ty SWAIN reupon be relieved from any liability for any acts or omissions of the Principal sque: Regardless of the number of years this bond shall continue in force, the number of C. _ade aga TAis bond, and the number of premiums which shall be payable or paid, the Surety's t lim of habilAR-all not be cumulative from year to year or period to period, and in no event shall tls1rs fit'la•s} lity for all claims exceed the amount set forth above. Any revision of the bond am ;i lL„ emulative. Dated this 3rd day of November 2014 ESI E JILDING OMPANY Principal Principal WES E UR T COMPANY y � Paul T. Bruflat, Se for Vice President Form 532-12-2011 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA I SS (Corporate Officer) COUNTY OF MINNEHAHA On this 3rd day of November 2014 ,before me,the undersigned officer, personally appeared Paul T. Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. +44444444bb4tibbbbb444b6ti4+ a S. PETRIK p r SEAL NOTARY PUBLIC SEAL = a SEAL SOUTH DAKOTAt SEAL ary Public—South Dakota +bbbb4bb Wbbbbbbbbhbbbtiby+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual _ described in and who executed the foregoing instrument and acknowledged to me that_he_ executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF SS On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public 5 E_ E ~ O U Z a o O m co W z v �4 0 REScheck Software Version 4.6.0 Compliance Certificate Project 15 Center Lane Energy Code: C-2012-IECC- Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,708 ft2 Glazing Area 18% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15 Center Lane David DeSimone David DeSimone Centerville, MA 02632 62 Eagle Drive DeSimone Building Company 62 Eagle Drive 62 Eagle Drive Mashpee, MA 02649 Mashpee, MA 02649 774-238-8353 774-238-8353 desimonebuildco@aol.com desimonebuildco@aol.com Compliance: 5.7%Better Than Code Maximum UA: 440 Your UA: 415 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 Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,038 38.0 0.0 0.030 31 Ceiling 2: Cathedral Ceiling 940 38.0 0.0 0.027 25 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 20 0.320 6 Front Wall: Wood Frame, 16" D.C. 660 21.0 0.0 0.057 32 Window 1: Wood Frame:Double Pane with Low-E 60 0.320 19. Door 1: Solid 42 0.200 8 Left Wall: Wood Frame, 16" D.C. 710 21.0 0.0 0.057 33 Window 2: Wood Frame:Double Pane with Low-E 46 0.320 15 Door 2: Glass 84 0.300 25 Right Side: Wood Frame, 16" o.c. 685 21.0 0.0 0.057 33 Window 3: Wood Frame:Double Pane with Low-E 21 0.320 7 Door 3: Glass 84 0.300 25 Rear Wall: Wood Frame, 16" o.c. 910 21.0 0.0 0.057 38 Window 4: Wood Frame:Double Pane with Low-E 74 0.320 24 Door 4: Glass 168 0.300 50 Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Permit\rescheck.rck Page 1 of 9 NO 499 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 1,708 38.0 0.0 0.026 44 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The pro osed ldin has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandato r quir a isted in the REScheck Inspection Checklist David IMW r Y/ fA 1;�[* Name-Title g a ate Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Permit\rescheck.rck Page.2 of 9 1 CREScheck Software Version 4.6.0 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% 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 & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 :documentation demonstrate [--]Does Not [PR1]l ;energy code compliance for the pj ;building envelope. ❑Not Observable 1 []Not Applicable 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 Systems serving multiple []Not Applicable dwelling units must demonstrate .compliance with the IECC ; Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.6 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 Btu/hr Btu/hr ❑Not Observable approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:,15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Perm it\resch eck.rck Page 3 of 9 i 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not IUD extends a minimum of 6 in. below ;❑Not Observable grade. :❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies (FO12]2 installed. ;❑Does Not OJ '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Perm it\rescheck.rck Page 4 of 9 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. [FRJ]1 U ;❑Not Observable ; ;❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, :❑Not Observable 402.5 ;❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, ;SkylightU-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, :❑Does Not ;table for values. 402.3.6,402.5 ;❑Not Observable [R5]1 :❑Not Applicable V 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 iFenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ko or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- ; R- ;❑Complies ; [FR12]1 :insulated to>_R-8.All other ducts R_ R_ ;❑Does Not :in unconditioned spaces or outside the building envelope are: :❑Not Observable insulated to>_R-6. ;❑Not Applicable ; 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 "air handlers, and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not V ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids :❑Does Not below 55°F are insulated to>R- U 3 ;❑Not Observable ; ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Perm it\rescheck.rck Page 5 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.4.2 Hot water pipes are insulated to ; R- ; R- ;❑Complies ; [FR18]2 >R-3. ❑Does Not IQ) :[]Not Observable ; j :❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]z installed on all outdoor air ❑Does Not J intakes and exhausts. []Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Perm it\rescheck.rck Page 6 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions,and ❑Does Not [IN2]1 ;in substantial contact with the U underside of the subfloor. []Not Observable []Not Applicable 402.1.1, ;Wall insulation R-value.If this i5 a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least'/z of the El Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 iwall insulation on the wall [IN3]1 exterior,the exterior insulation :❑ Mass ❑ Mass ;❑Not Observable p� :requirement applies(FR10). ;❑ Steel Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Permit\rescheck.rck Page 7 of 9. N section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.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 [Fill' ; :❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every v ;300 ft2. ❑Not Observable ; ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 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 [FI311 :insulation >_R-value of the UDoes Not l adjacent assembly.� ;❑Not Observable ❑Not Applicable 402.4.1.2 .;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not l8J ;<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not j<=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ;❑Not Observable tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ' ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed on forced air furnaces. ❑Does Not J ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not v ❑Not Observable 1 ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not Ol accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 JAII mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable ; 404.1 75%of lamps in permanent ❑Complies [FI611 :fixtures or 75%of permanent ❑Does Not O (fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable 1 l lighting. ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 15 Center Lane Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Permit\rescheck.rck Page 8 of 9 Section � d Field Verified # Final Inspection Provisions Plans Verifie lies? Comments/Assumptions Value Value Comp & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [F1712 []Does Not U ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not J systems have been provided. ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15 Center Lane ' Report date: 10/28/14 Data filename: C:\Users\david\Desktop\DESIMONE\CENTER STREET CVILLE\Building Perm it\rescheck.rck Page 9 of 9 2012 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ... me %0@9w � Window 0.32 Door 0.30 Skylight 0.32 .( .. . . Heating System: Cooling System: Wat Heater: Name: Date: Comme Ur i WC Cuide to Food Construction in High Wind Areas.1/0 mph Wind Zone Massachusetts Checklist for Compliance(7s0 Crta 5301.2.1.1)t C ^� ChecL �1 V 1 G L Iy L.JC_.t y t�k o tu.,c.:1� ��U`� Comp3iaacc 1.1 SCOPE '•end Speed(3-sec.gust)................................................................ ...............................................110 mph WindExposure Category...............................:................................ ...........................................................B 1.2 APPLICABILITY / ,dumber of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 12- stories _2 stories RoofPitch........................................................................(Fig 2) ...........................................i a <_12:12 'dean Roof Height .......................:....................................(Fig 2)................................................0 ft s 33' � g (Fig ) s3.ft s80' -7- Buildin Width,W..............:......................... .................. Fi 3 ..............----........................... , . Building Length,L ...................................... . ...................(Fig 3).............................................. (L`i ft 5 80; 7 BuildingAspect Ratio ' ' ' Pe (�..............................................{Fig 4)...............................,... .......-... i•r_ _3.1 Nominal Height of Tallest Opening (Fig 4 ............................................ a`• 5 68° 7 i 1.3 FRAMING CONNECTIONS f General co npliance with framing connections...................(Table 2)........................:.......................:............ ✓ 2.1 FOUNDATION Foundation Wafts meeting requirements of 780 CMR 5404.1 / Concrete........................................ ..................:........................................:........ v ConcreteMasonry.................................................................. ............................................................. 2.2 ANCHORAGE TO FOUNDATION"" 5j8'Anchor Bolts imbedded or WS"Proprietary Mechanical Anchors as an alternative in concrete only, Bolt Spacing-general.........................................(Table 4)............................................. J in. ✓� Bolt Spacing from endfjoint of plate ...........................(Fig 5)................................... �2 in.s 6-12' Bolt Embedment-concrete.......................................(Fig 5)............................................... -7 in.Z T _ Bolt Embedment-masonry.......................................(Fig 5):................................... ...... - in.a 15° ---�� PlateWasher...........................................................-(Fig 5).............................................>_3'x 3'x Ya" 'L 3.1 FLOORS Floor framing member spans checked..............................(per.780 CMR Chapter 55) ............................... v , 'Maximum Floor Opening Dimension..................................(Fig 6)............. ........_-...::.:..................�ft 5 12' j`J6kn i� Full Height Wall Studs at Floor Openings less than X from Exterior Watt(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheavnill...............(Fig 7).................................................. ft s d Maximum Cantilevered Floor Joists. Supporting Loadbeming Walls or Shearwall...............(Fig 8).................................................._ft s d FloorBracing at Endwalls..................................................(Fig 9)................................................................. Floor Sheathing Type ...........................:.........................(per 780 CMR Chapter 55).............................�... ti-_. Floor Sheathing Thickness:..............................................(per 780 CM Chapter 55)......................�in. 1 Floor Sheathing Fasts .............................. able 2 ..�d nails at co in / 1 in field V ►ra►g (T ) �9e 4.1 WALLS Wall HeigM . Loadbearing walls......................................................(Fig 10 and Table 5)..........................n ft s 10' Non Loadbearing walls...............................................(Fig 10 and Table 5)..........................0 ft s 20'. Walt Stud Spagn —g . ..:...............:...................................(Fig 10 and Table 5):..................t�v tn.5 24"o.a. `J ',Nall Story Offsets ......................................................(Figs 7&8).......................................... ft s d 4.2 EXTERIOR WALLS; Wood Studs Loadbearing walls......................................................(Table 5)........................:....2x O - iv ft - in. Non-Loadbearing walls.4...........I............... ...........(Table 5)..:..........................2x 4 :aft in. y� Gable End:Wall Bracing•: Full Height EndwaltStuds....:....................................(Fig 10)............................................................... ,NSP Attic Floor Length..............................................(Fig.11)........................................:.. ',A/ft aW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..........................................._,ft, 0.9W 7 and.2 x 4 Continuous Lateral Brace®6 fL o.c...(Fig 11)..:........:...`.........;................................... or 1 x 3 ceiling furring strips @ 16"spacing mat.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays Double Top.Plate' Splice Length ......................................................(Fig.13 and Table 6)....................................4, it Splice Connection(no.of.16d.common nails).............(Table 6)................................. ....... . ...........IQ. LTH op W�CUAM S O Srpcar 110 NOU2 JPAL co 948 SC�Si'EREO cue ��VAL ENG\N l � f AWC Guide to Wood Construction in flieh Wind Areas:110 moh Mad Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.111 Loadbearing Wall Connections j Lateral(no.of 16d common nails)..............................(Tables 7).................................................... 21 v i Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8)...................................................... Z ✓ Load Bearing Walt Openings(record Largest opening but check all openings for compliance o Table 9) Header Spans ......................................................(Table 9)................................. ft=h sill ✓ Sill Plate Spans ......................................................(Table 9)................................. , h_in.5 I t/ t Full Height Studs(no.of studs).................................(Table 9)...................................................... _ ,. �. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...........................................................(Table 9)...............................:.,ft_in.s 12' _ SillPlate Spans.........................................................(Table 9)................................. ft_in.s 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 Opening2 .... .............................................I.............................ems SheathingType............................................(note 4)................................... Edge Nail Spacing........................................(Table 10 or note 4 if less).......................3_12-in. ✓ Field Nail Spacing........................................(Table 10)........................----.... LZ_in. 1 Shear Connection(no.of 16d common nails)(Table 10)......:............................................... -7- Percent Full Height Sheathing......................(Table 10).................................................. -. 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................... i Maximum Building Dimension,L Nominat Height of Tallest Openingz-------I- j s 6'8' SheathingType:...........................................(note 4)................................ ........ . ....... _W_ _ Edge Nail Spacing........................................(Table 11 or note 4 if less)....................... in. :! Field Nail Spacing........................................(Table 11)............. 2- in. J Shear Connection(no.of 16d common nals)(Table 11)......................................................� V Percent Full-Height Sheathing.................. (Table 11 ...................................................-7 % F 5%Additional Sheathing for We#with opening>6'8'(Design Concepts)................... -, Wall Cladding Ratedfor Wind Speed?.......................................................................................-................................ 5.1 ROOFS / Roof framing member spans checked?......................(For Rafters useAWC Span Tool,see BBRS Website). Roof Overhang ..................................................(Figure 19)............. J ft s smaller of T or L13 V Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..............................................(Table 12)..,........................................U=3g3 plf f Laterals.................................:.........(Table 12)...........................................L=r�plf Shear....'........................................(Table 12)...........................................S= ?7 ptf �- Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T=�%'i plf Gable Rake Outfooker.........................................(Figure 20):`............-L ft s smatter of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls, Proprietary Connectorsz. Uplift.::.::........................................(Table.:14)...........................................U=A lb. Lateral(no..of 16d common nails)...(Table 14)...........:...........................L= j21b: J Roof Sheathing Type ::.............................................(per 780 CMR Chapters 58 an�59)`............ Roof SheathingThickness................................................................................... .! n..>7116 WSP Roof Sheathing Fastening::.:..................:...................(Table 2)................................. ......./ Z 1. This checklist shah be met in its entirety;excluding the specific exception noted in 2;to compty with the requiremen 780 CMR 5301.2.1.1 item 1:1f the checklist is met in its entirety then the foltowing metal straps and hold downs a t required per the.WFCM 110 mph Guide: g, a. Steel Straps per Figure 5. v L F Mq b. 20 Gage Straps per.Figure 11 ssy o C. Uplift Straps per Figure 14 11q y d. AN Straps per Figure IT- � BrSN M 0. m e. Comer Stud Hold Dawns per Figure 1 Be and Figure 18b STRIJ UP 2. Exceptiow.Opening heights of up to 8 ft.shall be permitted when 5%is added to the.percent f&-height sheet NO.Zs4 8AL requirements shown.in:Tables 10 and 11. 3.. The bottom sill plate in exterior walls shalt be a minimurn 2 in.nominal thickness pressure treated 412-grade. �� `�'/STERO) SfoNAL EN����c bti � l• , a From Tables "0 and.11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall'Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs., -•. I All horizontal joints shall occur over and be nailed to framing. . ill. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at'double top plates, band joists,and girders shall be a double row of ad staggered;1it 3 inches on center per figures betow:Vertical and Horizontal Nailing for Panel Attachment 6. Glazing protection: a) new house or Horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte. 28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. VMC-N TH5 ED&E RESTS ON FriAt.[lALG USE8d NAILS.. t ATsb� I it 11 r • � 1 II II l q � I it ii. I 1 1•i H _ , , 't Z N , /1 I1 - t 1 . I � !1 I •4 1 l i If 1 t F li 11 � Z •. - - 1 1 � 1� I� r/ 1l Z 1 l •.,� lu• 1 f 1 1 1 tp 11 11 r 1 IL I ; �Q• �) Ii II jlJ II 4t II o - 11 It , 1 ixAr,riMrea3s fII t EDGE In-EF GIkTE 1 i J F 1 1 zIll li 1IVal IL 11 ! 1 1 Z 1 it ..J 1 t � � 1 ; l � � 3JEr t. U It 1 Ir N T 1 � f t t r\ j� •��Ir� � .� I1 ` II -L-- 'II t>W9LEEDGZ _T ,` STAGiG$ED NAILSPAGftVG 1 NAIL YATTEF" PANEL ' '' `✓` PANE4_EDGE DOUBLE NAIL_EDGE sr?Ac qr DErAL See DQteil on Next Page Detail Vertical and Hot-ontal Nailing • for.Panel Aftachmerit VertlGal and Horzontal Nailing: for Panel Attachment �t��� f€�u' r��'!J�assadtrrst ekx��r��'.�au�ist �lEraderF#s - - Office afhrFat&Pfians 600 M%shingt©m Street Bmfav,MA V- wKaw aratrs�gr�i�irt W.-arkersa CompensaftanlnsuranceAffidavit:Biiifders`CA3gtra-ctorsMech-iciansIKuxabei-s Atpfi ant Infurmafion. Please Print Iy- ibiy Name( r dnxn_ '� . i 0 I w /p tN_(a CA � 1� CiiyfSta&Zip= A Phone-- Are you an employer?GhedrL flte appropria ha= _ �Immagefferdcontractcir=dl rype.lLL.�/�!k El Iam a employer with 46- N&w n* sou-`iba employees(full anuorpari-time)* havehkedthe sub-contmdo,-s. 7❑ I am a sole proprietor or partner- listed on ttse attached sbeet. 7_ Remode}.iag sbip and have no employees These silt-contractors haxre g_ ❑I3emolitsfla working for me in any capacity. emplayees and have workers' Q BniIdieg add t oo ffo worke&cony:inmrranre comp_tnenranc S-❑ are are a corgoraticnand it 10-[]Mettrical repairs car zMaims rtt ] officers alm eaemse f ierr 3_❑ I am a a homeowner doing all vt+or� h d I I..Q Pitzmbing regsizs or s�eticrs myself[No woriom'comp_ right ofr2wmption.perMGL 12-0 Roof I i c- 154§1(4}andwebmo-,no bstusuce required-] 13_❑O.#her . emplayees INo' comp-kigarame required-F .' sppiboadthat:checksboarlwaAalsa fill o>¢the scicfi4ahelowshmwingfl2&woff=ecompemsz ceapoitey- I Ero�vthn sallmd this xffl f inmcxd=they ate&mg zff'wc and&91lam om=de coatmCars psi sa»mit P new 2f5dxc t buacEihw saxes ICoatmcm3rsthatchickthisbcxmuststt di-AxaXdditimslSheEtSIOW-it-the t=ea{fe MAF-cs- z�lnye� ZftLE svlrcaat�ctucs tree ea�Iv�ees,mey rntrst gaovide�r was3�xs'tong.poLcg ntanbeL am art employer that is prm diPtg x+*vrkers'r-otrr rrsYrfiatr aztrttrcutca fvr rt. e, vFoyess. Edon fs Sty policy rind j ob s fx irt�ot9rtafian - Insorauce Comgar�ldama_ Policy fr or Self-ins-Zip Episatsflsfe_ Yoh Site Addis: City/s tatelz p: Attach at copy of the markers'compensation policy der-Iat-stiQU gage(shONN the policy huEMher A-Rd ern atioa d.1fe). FaRUM to seam coverage as requiredunder Secti=25-k o€MGL c. M can lead to the imposition oferimiiW tali ies of a fine up to$1.506 Da and/or one-year iaTriss�as well as civil penaffies in tine form of a STOP WORK ORDER and a 5n e. o€'up to V-50-00 a day against the violator_ Be advised that a copy of this statement maybe fiQrwarded to The.Office of R e*ga n o€gie Ili for insurance Covmge vaCfi+R:ion_ Ida hereby s rF afties of, atthe irf•fvrraaaan prau ahraveu bzcs attrF correct V SiEaatuz:: Bate; _ - zt © cxu o fry.; �write fa tkis area,to be CaMpi`etad by cii}or town of ciaL City or Tbwa: n>EiLicetyse Esuing,r#uthar4(drdeone) 1.Board of Health ?.Bugffing Department" CitpT`dw t Clerk 4-Elwtrical Inspector fi.Plumbing Iu_spe-ctor .6.G&er Contact Persan: Phone" 6 AC40RVI CERTIFICATE OF LIABILITY INSURANCE D /DD/YYYY) I. �� � 4/7/27/2014 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((es)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 Nicole Souza NAME: FLAGSHIP INSURANCE/BRADY ROGERS INS PHONE (508)994-9688 A/C F No AX (508)991-5661 651 ORCHARD ST, SUITE 301 ADDESS:nsouza@flagshipins.com PO BOX 40399 INSURERS AFFORDING COVERAGE NAIC H NEW BEDFORD MA 02744 INSURERA:Gra hic Arts INSURED INSURERB Utica National Walter Ford, DBA: Walter Ford Construction INSURERC: 21 Whistler Lane INSURERD: INSURER E: Yarmouthport MA 02675 INSURER F: COVERAGES CERTIFICATE NUMBER:13/14 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. I�TR TYPE OF INSURANCE DD POLICY NUMBER MNWDLSUBR DY EFF MMIDWOO LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTFu X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,000 A CLAIMS-MADE FxI OCCUR 4481828 1/11/2013 1/11/2014 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ Included GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-CAMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED I I RETENTION $ B WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) 481826 1/11/2013 1/11/2014 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION (508)539-4916 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DESIMONE BUILDING COMPANY ACCORDANCE WITH THE POLICY PROVISIONS. P.O. BOX 760 DENNIS, MA 02638 AUTHORIZED REPRESENTATIVE William Cleave/PTEs ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r9nlnnRi ni Thn adInRr1 name and Inn^aro raniamruri marlra of Ar:r1Rr1 ,.. I CERTIFICATE OF LIABILITY INSURANCE D/18//DD/Y4 `...� � 8/18/2014 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 P Select Department X66807 NAME: Eastern Insurance Group LLC PHONE . (508)651-7700I ac No:7e1-se6-ezaa 233 West Central Street E-MAIL ADDRESS:selectwork@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERA:Peerless Indemnity Insurance 18333 INSURED INSURER B:Excelsior Insurance Company 11045 Steven Belanger, DBA: No 1 Foundations, CC INSURERC:Peerless Ins Co 24198 559 Old Stage Road INSURERD: INSURER E: Centerville MA 02632 INSURERF: COVERAGES CERTIFICATE NUMBER-CL1461739604 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. 1�7R TYPE OF INSURANCE ADD B POLICY NUMBER MMIDDPOLICY EFF MPOM/LIDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY AM E RENTED PREMISES Ea occurrence $ 300,000 A CLAIMS-MADE OCCUR KS56000722 6/14/2014 6/14/2015 MED EXP(Any one person) $ 15,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINEDSINGLE LIMIT(Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ 'B ALL OWNED SCHEDULED 8681992 6/14/2014 6/14/2015 AUTOS Ix AUTOS BODILY INJURY(Per accident) $ X HIREDAUT0.SNON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE rBD /17/2014 6/14/2015 AGGREGATE $ 2,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY y/N I ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? [EN N/A (Mandatory in NH) C8746778 /4/2014 /4/2015 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Foundation Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DeSimone Building Co ACCORDANCE WITH THE POLICY PROVISIONS. 62 Eagle Drive Mashpee, MA 02649 AUTHORIZED REPRESENTATIVE John Koegel/KAB1 —� ��— ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25 mmnnsi nt TMu annPil nnmc�nrl Innn ora►onie4nrnrl mnr4e of Atlnp t CERTIFICATE OF LIABILITY INSURANCE °"'�`"°"'°°'YY'"' `.� 10/21/14 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 tD the certificate holder in lieu of such endorsement(s). PRODUCER =a IT KimberlyChaqnon Chagnon Insurance Agency, Inc. PHONE FAx PO Box 355 . (508) 771-1660 N : (508) 775-1135 DREss: kimberlychacinon@ciainsurance.net 411 Route 28 mat INSURE S AFFORDING COVERAGE NAIC# West Yarmouth, MA 02673 INSURER A:Zurich Insurance Com parm INSURED iNsuRERB:The Hartford — SCIC Aidan Bloomer dba INSURERC: Bloomers Plastering - INSURERD: 12 Biscayne Ave. INSURERE: West Yarmouth, MA 02673 INSUREtF: COVERAGES CERTIFICATE N UMBER: 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. TR TYPE OF INSURANCE ODL B POLICY NUMBER POLICY MMOr/UDD/YM LIMITS -- - B GENERALUABILRY 08SBATZ5433 10/2/14 10/2/15 EACH OCCURRENCE $ 1,000,000 X CONMERCUIL GENERAL LIABILITY TO DAMAGE RENTED $ 11000,000 CLAIM-MADE FX-1 OCCUR ME EXP(Anyone prim) $ 10,000 _FREMISE occurrence) PERSO NAL&ADV INJURY $ 1 000 000 GENERAL AGGREGATE $ 2 000 000 GEN'L AGGREGATE L IMITAPP LIES PER PRODUCTS-COMP/OPAGG $ 2.000.000 POLICY PRO LOC $ AUTOMOBILELIABILI Y Co IIN5D INGLELIM $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PRO PERTYDAMAGE $ HIRED AUTOS _AUTOS eraccadent $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS WAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COB[PENSAMON 6ZZUB9972L46-7-14 9/21/14 9/21/15 WCSTATU- OTH- AND EMPLOYERS!LIABILITY YIN r _ ANY PROPRIETOR/PARTNERIEXECUTNE EL.EACHACgDENr $ 500,000 OFFICERMENBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOY $ 500,000 If yes describe under DESdRIPTION OF OPERATIONS below E.L.DISEASE-POUCYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plastering CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN David DeSimone ACCORDANCE WITH THE POLICY PROVISIONS. DeSimone Builders desimonebuildoo@aol.com AUTHORIZED REPRESENTATIVE Mashpee, MA 02649 Kimberly Chagnon ©1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: (508) 774-7038 E-Mail: 6300 Enterprise Lane Madison,WI 53719 , 608.310.6722 drjengineering.org ENGINEERINGLLC FBC Supplement to TER No. 1406-03 Issued: November 5,2014 DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION Section: 07 21 19—Foamed-in-Place Insulation Section: 07 27 36—Sprayed Foam Air Barrier REPORT HOLDER: `r 1CYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO, CANADA,L5N 21_7 ievans(cDicvnene.com www.icynene.com ' EVALUATION SUBJECT: 1CYNENE CLASSIC MAX AND CLASSIC PLUS SPRAY POLYURETHANE FOAM 1. Report Purpose and Scope Purpose: The purpose of this Technical Evaluation Report(TER) supplement is to indicate that Icynene Classic Max and Classic Plus Spray Polyurethane Foam (SPF), recognized in TER No. 1406-03, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Florida Building Code—Building • 2010 Florida Building Code-Residential 2. Conclusions Icynene Classic Max and Classic Plus SPF,'described in Section 1 through 11 of TER No. 1406-03, comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential, provided the design and installation are in accordance with.the International Building Code®(IBC)provisions noted in the TER. Use of Icynene Classic Max and Classic Plus`SPF for compliance with the High-Velocity Hurricane Zone(HVHZ) provisions of the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential has been evaluated. - i In accordance with Florida Rule No. 61G20-3, Icynene Classic Max and Classic Plus SPF are outside the scope of the Florida-Product Approval system. w This supplement is subject to renewal concurrently with TER No. 1406-03.` 0 CC DEC oil ° dos OAK 1 .9 1iOF 00, \-11v II a IIII 'i }, L 1> Z fit pa ka � FRS nF 1 xm c411 .It 41 d d d!3 4 iC ci 4 d — OF 1 :. .3� 5a it!r A C r , b pId00 �I ..Y •a' b ad Ane � ,NIlOa83Al a-A � ?� L a fit000 O . AL d �d d ila as h > ct(0000�— MCC x COD pool i � c .• III; � � I b � IV of •� 4 ti lfi _ _ � - ---- — - d soil 4,1 .41 -,1 a a a M b OHk1W a ..d j •v' 'b FW 8 o 7AINi0197M A�A � lY 000 o (0000, UU v a, I o I i I a EXTERIOR FINISH NOTES g . ' FRONT SIDING - 3 1/2" EXPOS. CL OARD ` �F SIDE 4 REAR SIDING - 5" EXPOS, W. SHINdOES IX6 / IX5 CORNER BOARDS _ ie-o° za-i�ia° —..... _ -.,_-- 22-0i" IX2 / IX6 RAGE BOARDS 1. IX4 X 5/4 WDW, TRIM ? FRONT ELEVATION IX5 X 5/4 DR. TRIM ARCHITECTURAL ASPHALT ROOF SHINGLE�} rn.' S KE DE CTORS REVIEWED s BARNSTABLE BUILDING DEPT. DATE .FIRE DEPARTMENT DATE —— BOTH SIGNATURESARE REQUIRED FOR PERMITING — --- ,I i l Ilj III L 9 .Cow 7H7=�ui I I I _i I j I OLSON DESIGN ASSOCIATES I DENNIS PORT,MA_02639 ' j I I OD 508-776-4300 email-alsondesign@vedzon.net NEW RESIDENCE 15 CENTER LANE CENTERVILLE,MA I I• _ I DESIMONE BUILDERS jjj���yyy _ "- 4er* € ELEVATIONS a D LEFT SIDE ELEVATION t a �: .o. :1i ;y,� o,� A 1 NOV.3,2014 LJ IRA[. ED :jj�7 L —4— + LLLLJ F-----— - ------ EXTERIOR FINISH NOTES FRONT SIDING - 3 1/2" EXPOS. CLAPBOARD SIDE 4 FEAR SIDING - 5" EXPOS. W.G. SHINGLES IXro IX5 CORNER BOARDS IX2 IXro RAKE BOARDS IX4 X 5/4 WDW. TRIM IX5 X 5/4 DR. TRIM ARCHITECTURAL ASPHALT ROOF SHINGLES I -W 4- tj mum= 'immI ji m10 M M OLSON DESIGN ASSOCIATES DENNIS PORT,MA.02639 �MM m r Ulm.; 508-775-4300 email-olsondestgn@vedzon.net NEW RESIDENCE 15, CENTEP, LANE CENTERVILLE, MA DESIMONE BUILDERS ELEVATIONS RIGHT SIDE ELEVATION A 2a 42 11 NOV,3,2014 T raamem�` avmvrunvaxx - e�mac •w..�d +m�s®maea+++r++vc¢� ,� a nam+�u¢naxanssa�w�r�wx�vrwaevaancss � . 58-0 _ _ PORTAL OPENING I I I gay I , ' m 5UN ROOM , DEGK � � I --- 8dr3'�12u SNI �pnj)&@ RF_uQ WALL i + N N WLD N I - - --..--- ---' 7- DOW RETAINING WALL (J ' FULL HEIGHT 4'-0" f / TWO STORY MASTER BEDROOM GREAT ROOM 24,_D,' l i9i9$ f._______________--_ _ - KIT. o Rk1 II .� i A t cal QD NAILING- - DN _; N zo %\ Qa =ice MA,,Ti -- ----- 7 7/z" -- ---- - 12-6 --� - 3 0 ��--- L4UND.T-9+�' J B T W-LC. FOYER - r�1 8'- DINING HALL G r 70:_0,: __- .t -� •._--__. - = it �� � / .�.. .._..._ (V, I , r'• (V iICiC1 DOWN O N .� .I. __..— L- -__ .._-• _ _ -._--_ __ _mac , O RETAINING WALL 4'-0"HIGH AT FRONT ~� •- - _ GOvERED PORCH ° � � :- ,, �,. ► I ---- SI NAILINC3- z, c-aRaGE o ; C I O P NAILING- i �I F i `�`— OLSON DESIGN ASSOC IATES �I` i DENNIS PORT,MA 02639 0B-7751300 cmail-oltotide Ign@verizon.net ------------ _ NEW RESIDENCE 18 CENTER LANE I 24'-0" -.-_ 22'-0" CENTERVILLE, MA y 64_-0" DESIMONE BUILDERS NAILING- FIRST FLOOR PLAN Sd FIRST FLOOR PLAN ore.,n ay 1 D. am. 2 NOV.3,2014 - -- -» ..,a•��•m.�.x.,, - -�„�.� -,.,.a..�,.-�vm�:�„�,� v,,,.�..r,�»�g,. t..�+..,"„�. ;s®,a:t/4" 1'0>v�' a, ------------------ I I I y I 8 F � i I A I ' I ' 16-0" 23'-117*' 12'-1" $ 3'-- _._.. 10'-0" _. 33 D" 2-_0" TWO STORY I 8 3 CsREAT ROOM I - 78 a r 7 N -- N 13'-5' -- 2,0 -- - ---24,_0" � BEDROOM F @ BEDROOM m \ �a BALCONY/HALLWAY - 3'-0 Ill TO DOWN IN BASE NJ NOTE - - ALL EXTERIOR WALLS —�T,.. , 4'0" 4M WO.POST _--=_ gg 0 i a _ _ _._ -- , _ � 9,_2,��, 1 - SHEAR WALLS SECOND UP TO nOGE/ � � DOWN TO COL, --• ry I IN 00.SEMENT II II II FOYER I' FLOOR 7/iC6 PLYUM, 8d 6 /12 r_sxca BELOW - BATH o HALL a I - •^ - n a ° I Vc -v _---- - '•----- 4,.0,E . 4'-0" - 2'.6"x 4'-0' r-6•x 4'-D ^' rn' mi i I I i I I I I I a II p I I 3 I I + UNFINISHED o 4'-0" 1 13'-73/e^ - — 4'-U, rlf u I I I I I I i i T� OLOSON ENNIS PIORT,MA 02639GN 5 I1J1 I �- 608-776-4300 email-olsondesignQvedzon.net I 3 NEW RESIDENCE SECOND FLOOR FLAN 13 CENTER LANE 7'1° _ 7'13N CENTERVILLE, MA DESIMONE BUILDERS $ SECOND FLOOR PLAN D.O. 7 r7ve.sorf�ly+�IT om.. 1 1 NOV,3 201 1/4" 1'_04 13-63/b°_- —. 28'-5%` •_ _ 16'-0°_ 24'-0" 6'-0" B'-0° -------------------0- WALL_TI--------- - ! I 'ice• _ 7.2 T.2" -.�_2" .}Z(p�� . 1 16 _ , �' 1 ]71 GONC.bONO TJBE CP A rl 1 W/BIG FOOT(rYG.-IL'/(L 9 p '�•4 Ddw-1$ I 1 1 2'-0" 2'-3" T-03/a" 2'-3" �. — —'-�"-`-—'-- - �- -—-—- 3 1/2" THK, GONG.SLAB u� _. .------ -----------' M Ir—AIR --------'- CV 9E41•I PKT,_ W/41R BPdG'7 -r—J Sa. •---------- - -- 'I1(2)9 1/2"LVL 6°RETAINING WALL I" _ BEAM PKT. 3EAY PKT S''4'I S-4' '.I W/A R 640E w/A R SPACE FULL HEIGHT - iD 4,_0" Go N ' N. 3 I/2"THK,CONC.SLAB �! TYPICAL- of y q 3'-O'X 3'-0"X 12"D,CONC. 1 va gg3 - --FTG'S, d 3 1/2"D. LALLY COL. \ 1 a ' - < W/AIR ---- - -- -- b dC ^ I (3)9 I/2"LVL 9EdH 9 I/2' LVL - �--$Yt ,(3)191/2' LVL C NNp u/ %b LD.P06T _ PTO RI �i � PTO RDC_ �.•1 , I I . ZD l____ -- -- - --- --��---------- -"-���- 3 1/"THK.CONC,SLAB 4'-O"H.WALL iD a }-.- -- -- ------- W/FOOTING 3 _ 4 a ! �; 6.0 1 _ _______._-..-__--_•____o__`__----_"__-__,_'____ p_-- _______________________"____"____________________________ I DROP WALL 54" IG T ¢: s/ Foo -;G..w/m inl O L •4 ER6 TIf `RETAINING WALL V_ - I 'K 1 --'✓ �i g 4'-0" HIGH AT FRONT 7 9 h° 7 91h + 6 3 __ 1 G Q Q 1 Q /1 3 I 7"�� ►` . - 3 Z 4"THK•GONG. SLAB q = PITCHED TO DOORS 0 1 �� g " (L a TYPICAL FOUNDATION WALLS- - "H.WALL 13"THICK CONCRETE FOUNDATION WALLS " 4' O Q I OLSON DESIGN ASSOCIATE` S S 1, W/DAMPROOFING TO GRADE. W/FOOTING DENNIS PORT,MA,02639 , W/•4 VERT IS 12"C.G. -(6)•4 CONT. SPACED '--'----------------'-"----- k �< - - e < < ,- - < .. - •,° i 508-775-4300 email-olsondesign@v rizon.net e yI EQUALLY-5/H"O. ANCHOR BOLTS -36"C.C. __._..___ __ __- :'< `•• <� �` '�"<a n m #@N E ALL ANCHOR BOLTS WITHIN 12" OF ALL CORNERS-W/WASHER }___________________________________________________----- ---- - t HOOK(6" INTO CONCRETE). 1-4" W.X 1'-0"D. + j NEW RESIDENCE CONT.CONCRETE FOOTING I'-4"X CONT. W(2)"5 CONT.I'e•5 611"C.C. I 15 CENTER LANE W/FORMED KEYWAY CENTERVILLE, MA ALL CONCRETE SHALL BE:3,000 P.5.1. I _ 64'-0" DESIMONE BUILDERS -- AT 28 DAYS. ALL REBAR 40,000 P.S.L FOUNDATION PLAN41�� t FOUNDATION PLAN NO CONCRETE SHALL BE PLACED IN WATER - s ^ 0 isInPi'iii'vM1 I OV.3,2014/4 3 1/2"THK. CONC. SLAB 13-6W 16'-0" 24'-0' 7'-2" 7'-2" 4, 7-2" -- 1 .' I - -------- 6' ---------------------- 2"3 --- --- II - I - I II- � i � I � 1 � 1 � i I � , 2 100 J (3)FP.T.2XaI 2'-1". Z-3" . 7'-03A" 2 jFL�u T US -ij I SY��TEI I B Tf USd M R. j- ------------------- • 7 --- IK 1/2' LV --- --- --- --- -- ---------- -1 :T.J .F Od.R T!RU T,V. R rRL 6s TEi I Fr Tf2U M R.! 51,ST M I�Y RL 8 FR Lol L.L.40 I-St 1 L. 4< f-� AL- L, ALL _/4 01 r j )� 1/2 LN jj—j -E (3j9 '2"jVL 31/2 L oLi. u, (B. 1b:1 2"I.VL] STAIR wl .u,P 6': JP o.,vc= 81 �T--- T'I.F_0<iR RUBS Ri SS S.Y's y I RU I,rR. il Rd 66 10.41 aI- --- --- --- --- --- - --- --- II ----------------- --------------------------------------------------- - --- --- --- --- --- --- --- --- - ----------- ------ --- --- ----------------------------------------------------------- �3 Z I I i -I- ''- -i -I- o�I / � ��� OLSON DESIGN ASSOCIATES DENNIS PORT,MA.02639 10 508-7754300 email-olsondesign@ve6zon.net NEW RESIDENCE ------------------ --------------------- 15 CENTER LANE ----------------- . � �,�: CENTERvil 1 9, MA ------- --------------------------------------------------------- - DE51MONE BUILDERS 24'-O'_ 22'-0" 7� 17� MI FIRST FLOOR FRAMING PLAN 64'-O" D.O. FIRST FLOOR FRAMING FLAN ','. . e)`Y ��ar S2 NOV.3,2014 5e'-D" PORTAL FRAME BELOW , I u1I S i 7"wVL BEL =—_ - _ 11 I ru I II I IIII I 't 1 nu I I'll I: I i I � I m �i 61II ll I I I Lmlm JI I RU S Y5 EMI li Y;rRL B,6' UI I U 519MI �Y iRUS tIFR II'' f� n I I �I !, !2 2x103E4 ry�� 2p191 _V � ,-T i. ♦ - I ! I N pgy� a I I I yl 19 !,mb i II ! ! 1 I 6I TJI,TR 151 SY TE 1 5 FR I III f ! B r 15 :M TR 55 MF . --• - --� : q L { I I I ' � II _ II-_ __._ - - - --- ---_ - - ._ J Y I 74/2_ T-91h' _ 7'-9' _ W ml _� LL 10 yyy CID- "I0'61h" t 10'-61h' --- - !OT; OLDENNIS PSON IORT,tvL4.02639GN 5 g � I IL�J ll 508-775-4300 email-olsondesignQverizon net NEW RESIDENCE 24'-0" i 22'-0" 5 CENTER LANE — -" - CENTERVILLE, MA 1 v DESIMONE BUILDERS SECOND FLOOR F F SECOAM FLOOR FRAMING PLAN R FRAMING I NGc PLAN !'NOV.3,V2014 �v .a�,>,.n,..�,ta.++�.,..r�.,R..��.,�A,...,��ae�,->m...�•>w.-xis•.`-.�.-..xi.��ti�..a.--- -��,�. -.,<...o,L,,,�.�.�br.,>e�.,.a..����.�a..�,b.�t��...00>-�.�•,+*...�,�...9.. ..a.,..a...x>e.ew*,a..,,.�.e.� �.umu o.>..rom,�,...•n>x.�,��,mo. �!I � {s®1.:1/4e_V 0„ 16'-0" — - ICI ¢ � m •I 16-0" DORMER -_ _ _ 23'-11%a" 12'-1"DORMER — IOs i 16" .G. �r I 4`D° WA ; II � I I II yi I i I I I it I I i i o� II (I I i.o�l �I II � g tl_- ' 4 II i' I ij vi--�� g Ij I •' ,� i I I I � I I � II I itf I I'I �•, ! �� i� I III I 2 XIIOs!m I .C. r 2 X it). 16 G,: , a �I I i I 1 f II I ,i I el � i' mi ILse� 19 X 12 f ID {LARDI, 'J 1IVVfl l II a u c l �I I c I I I { ,I I QM! o! f" eA tsw ! Cz B ARD ; 12 ID E O R L66 �I m _ - - I _.. F ` a 6w0Iros I � - a'w0.�osr _ ww pa cc J I >I I II o T coyl n M' I 1I II I e S�IEN I. I' i ! 1 i IN W1 ENT III j 4 m. 2 x Ix� L 21X I s 16 G. j N � I !�I I � :• I P " I I; I P �il' :III I ( I $ T .zo I 2 XI'Os 161 G � 25 n n- x541 II -:—•__ II ) -OVERLAY RRR `D I II ! L o ' -- CRICKET ———— II II 1 11 TMP Hx.6 B I H2-5A 4 _ I I I 'I .-AL. EL!' W ry zx!o 6 A TYP _ t 5A O 9 ; ro2xo W IL 1 I- x X - x - � I m1 IV a,xx!o =--`=-'sTzxlo--- p,....,.,.,.,.o.,.....�.a.....a..�..o,..a..p,,,,..°..v..e..,�,..e,,.�,.,.,. SON DESIGN ROOF FRAMINGPLAN - _--- a - _- -�,- � � MOD OLDENNIS PORT,MA.06395 508-775-4300 email-01s0ndeslgn@vedz0n.net NEW RESIDENCE 15 CENTER LANE I— CENTERVILLE,MA I V-0.1 DESIMONE BUILDERS ROOF FRAVIIATG PLANK ' I o�xs A 0nm ey: D.O. �aaY 4 ��re'rtiv��9rNi''1§ I NOV.3,2014 .�, ,� ,>,�,�,� �� �..:x -- ���-.m.,,n� - ti�r�,�„n,.»s-.��„�.��...s�.<n. ,�.���.�a � „��:-I".�,a°� f 3 �:"1/4°=1'•0" i — -- _16-6° -- -- 16'-6" -- I -- - -- I � ' 33'-0" - 15'-6" _ ._ i — 1 O�- - 2'-0" 6_0" 261-011 13'-0" _I 13'-0" -- a L SU i (3) G18" J OR (4) ]roll LvLi RIDGE BEAM W/ 4Xro WD. POSTS TYP.- OU.N TO BASEMENT a LSSU II $ pp II ffi 2'-1 / {i - - - -- - - - - - - - - - - - - - - - - - - - - — — 2nd FLR CEIL i l I I r-. � I \I TYP. 2'91/z' LSSU i� VERIFY DIM, al v a SITE 1117 wow,sizEOPEN ROOM CEILING BPLCONV BEDROOM i co: I I 11 I Ze v TVP.- P.- \ TY TYP.- TYP.- �- — — — — — - — — — - H2.5A H2.5 '^' CD 5A 2.5A H2.5A 2nd FLR. (SUB.) g ri 1 st CEIL. .-- 3-10/2' 15'-0/2" 8 OPEN GREAT -, I MASTER BATH — COVERED t0 C ROOM CEILING � I - PORCH 1st FLR. (SUB.) - - - - - - - - - - o - L1 ------ ' — -- -- -- _ -- - - - - - - - - - - -- - o 14'-73/a" i l Ii 17/a 7 9'-6'/s" e 1�-4` � I I OLSON DESIGN ASSOCIATES � ¢ OL DENNIS PORT,MA.02639 3 _ 508-775-4300 email-olsondesign@verizon.ne[ NEW RE5IDENCE 15 GENTER LANE CENTERVILLE,MA DESIMONE BUILDERS FRAMINGSECTION _ ,..I,� � FRAMING SECTION = S D SCALE 3/8II 1-0 :�I,� _I,�.z9 • �";� � ��er i Dti nISTRYCT(Ow vsv6as9.POp TMG NPGI NAatYFOW tlfALL%Bw8Z1pl0.M@tflpe9D ppb2 6'bmvB/Md6,p.4r:S,.e�M nbcAb.; Am (T_".Md3 8•ad 1 }I(p /nDlha p m aeeow a[axcgdas,a n,ato�does a,:ar 'Lna`n oaaro:a�N�rw[enn•rinmal' �a9;!l � a-,w I a+Ad` � eW � — �. --[ dn,cde.th.ob,nr d .m+.^N. --+ff iil nWTneIWG(PEOMaAiEI R•IGI r`. ) �ji,�C� P' _ e dn.w.,M,of.a,.e ,wI "1 19ww[ana mhl6w 9w6(Pn ,A ae•ipnrg S pttsn 1 V :;jj e1* y4. NdMri l+a i16u9a�{1�P.,onr�Mlfeal , ,1 la! 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"NOTE t Ni uao aLEomsivaa0•loo u ada,eo.,cdlwmae�ue t oe / 1i� I�isYna ER _. w etwnuwPrw, 'F a I T PORTAL FRAME DETAIL @ GARE DOORS gg vT' YI WNDwA waMaD EXAA,Re OF AL9UIf44 o"mnF CaYgDtnt,AN,pnC 51 ,pleop llpu6tnfet l'Un,m SYt'1' '. [ t . �y�{ iCY 4 ed >d,n ac. ! i... bcv dQ Ipn: U ln7n!•IC'!UM'•i 2 g[eapp:Eta tiki tda• O.pbp",0'eab '�i -� � m,c;un,�ndn,,.dd,mnmx�mu,a:awa.'rocwu»n..*e,a,.x:acm..dwdwt.aum,cwR,. i FI ,;•ter=� ,�[,L� d.��N�n1�,F�.��n,4�.�d.e�d�,,.a.u�,���,wtd[Yn.��n.,m�.� 'y_._'y.5, / �.tICAI.^.ANM1:F:[Sl'S,._nr}?.14•.[,!14'1^f: Q PORTAL FRAME DETAIL i CONNECTORS REQUIRED: PROVIDE METAL SIMPSON CONNECTORS @ ALL POST TO BEAM LOCATIONS,POST BASES&ALL FLUSH FRAME LOCATIONS.CONNECTORS TO BE -- - -- --- —-- SIZED ACCORDING TO POST,BEAM AND RAFTER NOTES: TYPICAL-ALL FRAMING AREAS------ INSTRUCTIONS.REQUIREMENTS-INSTALLED PER MFRS. _ FLOORS/WALLS/ROOFS - BLOCKING @ 4'C.C. @ ALL ROOF, CEILING FLOOR PARALLEL TO EXTERIOR WALLS , - AT HOUSE WALL TOP PLATE LAP 4'W/10-16d • i GENERAL CONTRACTOR/OWNER SHALL INSURE I THAT ALL WORK CONFORMS TO THE LATEST MASS. - RAFTER TO RIDGE LSSU210 STATE BUILDING CODE &THE - RAFTER TO SAVE H2.5A WFCM 110 M.P.H. - WIND CODE CONSTRUCTION & - RIDGE STRAP LSTA 12 NAILING - ALL NAILING PER TABLE 2 GENERAL NAILING ROOF SHEATHING 8d @ 67 G"TYPICAL ALL OF THE LATEST LOCAL CODE AND ZONING I OLSON DESIGN ASSOCIATES 110 MPH WFCM DENNISPORT,MIA.02639 REGULATIONS. GENERAL CONTRACTOR&OWNER ALL SILL BOLTS 5/8"D.W/8"EMBEDMENT Qa ++/� ++ wT�olno 1n�nI I c,� ct+r� ++ W - 506-775-4300 email-olsond�ign@vedzon.net SHALL VERIFY ALL SITE CONDITIONS AND ALL u����� ���•-- �--�-� INFORMATION ON ALL DRAWINGS IN THIS SET + HOOK W/3"X 3"X 1/4"PLATE WASHERS 4' EDGES OF RIDGE/VALLEY/GABLE n N'/�+ NEW RESIDENCE @ &MAKE CORRECTIONS AS REQUIRED AND/OR I 36"C.C. &W/IN 12"ALL CORNERS EA.WAY WALL SHEATHING 8d @ CC EDGES/ 12" CC FIELD-S(.c PL4rl p 15 CENTER LANE - PROVIDE ECCQ, CCQ, CONNECTORS @ ALL WALL SHEATHING NAILING-8d @ -s" C.C. EDGES/12" @ MAIN HOUSE I CENTERVILLE,MA NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF 3 � BEAM/COLUMN CONNECTIONS/WOOD/WOOD C.C. FIELD, OR 6" C.C. EDGES/12"C.C. FIELD @GARAGE -�"- DESIMONE BUILDERS ANY WORK.THIS NOTE APPLIES TO ALL DRAWINGS - PROVIDE HANGERS @ ALL FLUSH CONNECTIONS ALL WALLS- @ 6"cc EDGES/ 12" CC FIELD ABOVE 1 st FLOOR _ IN THIS SET BLOCK/NAIL ALL BUTT JOINTS = � 110 MPH WIND CODE ALL WALL SHEATHING VERTICAL-TO OVERLAP TOP :' =>. DOOR&WINDOW SCHEDULE `tL ore.,ar. PLATE &SILL-7/16" MIN. THK. D.O. , 'NOV.--- V 6 a ,QQQQ' 3,2014 1/4'=1'-0° a �"����.��w.,>m��n.�.,<�n.r��-.[aa•�m�.,�,� - - ---- � - - - �-,.,�„w�,m�.��- - b'�:�w.�. .a,�.-� - as M ,a : 72 , 8 Lu __j WAW.Ak'K co ' DRIVE \ avcav baw 4.0 . . 40 71 M69.9 41 cA v = 68.6 \ ) .e tK G 1500 GALLON / SEPTIC TANK p W s /aL 0• \ TEST 3 7,.6 BOSOIL X 1 LOT 4 �� TEST 4 \ • TEST 2 p NOTES. 4 4 c ,� 58. / } \ \ \ 1. ALL WORKMANSHIP AND MATERIALS SHAI 05 _ S. F SOIL 0 / \ TITLE S AND._TNE- -TOWN'S Rt1LES AND RE / TEST 1 \ THE SUBSURFACE DISPOSAL OF SEWAGE. /� / I l 2. ALL COVERS TO SANITARY UNITS SHALL. "• 48 A c. / / ` \ WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SY� I, I 69.1 WITHSTANDING H-10 LOADING UNLESS"TI-, = 60.2 / 10 FT. OF DRIVES OR PARKING AREAS. 1- USED UNDER OR WITHIN 10 FT. OF DRIVE / 4. ANY MASONARY UNITS USED TO BRING C MORTAREDBE IN PLACE. 5. NO DEETERM NAT10N HAS BEEN MADE AS DEEDED OR ZONING REGULATIONS. OWNEf OBTAIN SUCH DETERMINATION FROM APPI 6 IS TO CALL DIN ARE "DIG-SAFE"APPROXIMATE T1-888-304 - PRIOR TO COMMENCING WORK ON SITE. ---` __ 7. CONTRACTOR IS TO VERIFY GRADES AND- . r ; DEPTH HORIZ TEXTURE. COLOR MOTT. OTHER'S 0-7" A LOAMY SAND 10YR4/1 NO ROOTS 7-=,28" B LOAMY SAND 10YR6/6 ROOTS 28'-108" Cl LOAMY SAND 10YR8/2 5% COBBLES 108-156" C2 MESIUM SAND 10YR7/4 Ii WATER ENCOUNTERED AT 1567- ELEV. _ _ 46.4 'SMVATION HOLE 2 ELEV.=--60.3 PERCOLATION RATE < 2 MIN./INCH AT _60 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-10 A LOAMY SAND 10YR4/1 NO ROOTS 10',.3fl B LOAMY SANG 10YR6/6 ROOTS �6 30 120" Cl LOAMY SAND 10YR7/4 5% COBBLES 1� 90 WATER ENCOUNTERED AT _ 120" ELEV. _ _ 50.3 t Y t � I LAKE c KEOUAOUET ,N G LEGEND: Mcox EXISTING SPOT ELEVATION 00,0 lo. 31341 C., EXISTING CONTOUR ----00-.--- . � FINAL SPOT ELEVATION Fm U FINAL CONTOURS SOIL TEST LOCATION UTILITY_POLE -C~ TOWN WATER =W— CATCH BASIN ®� GAS LINE. l CLEAN OUT C. CI=SSPOOL C.P. 0 LOCATION TOP OF fOUNDA.TION 20 FT_ MINIMUM FROM CELLAR OR aAWL•SPACE 10 FT. MINII�fUM FROM SLAB ELEV. ,_ 7� . 10 FT. MINIMUM. _ CLEAN SA!<1 CONCRETE INSPEGTTON PQR'i COVENS' LOAM ANa 9M MIN. PITCH'1/8' PER FT. ' 2 ' LAY1�1 O 00, 4" SCHEDULE 40 PVC PIPE. > err y NUMBER t�E�����►T1� 4 ASFiED TOV i �, ElR,F1L FR F ._ VENT GARRA D1SPQ AL.UNIT' - - 4. _CAST IRON':PIPE '.JN. NOT REQUIRED T01�1t1 k' 'FtoW : . OR EQt AL MINIMUM-- : {"tltb *A 11 Y x- 4 NO _� GAT_./DAY SLAB ELEV. = 64."S # ,r1' PITCH 1/4 PER FF: LEVF LI S TEE - REQUIRI `'J.SEF TAI+K CAPACITY GAL .. ACTUAL S1 .'OF SEPTIC TAW � GAL FLOW LfNE of y 5OkL.CLASSIFlCATION _ 1D' DESIGN PERCOLATION RATE < _ MIN.fMl, ELEV. - bisa' O O O O CI C3 C7 C3 0 O,O EFFLUENT',LOADING RATE GAL./DAY/S.F. MIN: LEV. = d1;t10 }` LEVpEL e ° ° ° °.` a LEACHNG AREk SQ. FT. ° O.O O-"O O Dt30 0 0 C7 I'"'i/ ELEV. _ _ BAFFLE.E ELEV. = A�hfl 6> ELEV. _ �° oti o ° LEACHN�G 'CAPACITY; AREA X RATE ' GAL QAY tST11tM1 ° at �lo x a74 ELEV. = ° p o CT O 0 1�O O`O 13000 c e o ° � RESERVE LEACHING CAPACITY GAL./DAY DEPTH TEE LIQUID OUTLET: __� _'�',�_ ELEV. _ 4 FEET 14 INCHES (TO BE PLACED ON FIRM SASE) 3 500'GALLON GALLEYS WITH F� /�� TO BE WATER TESTED 5 FEET 19 INCHES 500 GALLON IF MORE THAN ONE OUTLET STONE IN AN - TION z dam WELL 1�A 7 FEET 24 INCHES �r (TO BE PLACED ON FIRM BASE) t X 3 x.2•, TRENCH FORMA 8 FEET 34 INCHES ` TANN II g ZONE 3/4" TO 1 1/2' CLEAN R � INDEX DOUBLE WASHED STONE ADJUST FREE OF TINES & SILT I; USGS PROBABLE WATER TABM E1.EV. '= _ WWAGE SPOS& S� PROF OBSERVED WATER TABLE ( / / ` ) ELEV. = NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = __4L4_ srztF lo��cQiu 9�q� CyLA� -72, 8 `' .- ... \ OQ a J / _ / \ 75.0 51 REN61IM'ARK.. �v \ DRIVE P " p X \ ,� 3 . 6 67.6 9 G 00 69.9 \ "o SCA �j V 68.6 \ / / 1 �-- (B8 / O��� / 1506 GALLON / \'�-.� 3► / SEPTIC TANK 0 -(66 w /D TEST 3 71.6 BO \ \ \ \ X 68.3 / / \ \ �. / NOTES 7� 0. Of �P TEST'OIL 4 \ 60.7 : L O / 4 / T>=sT 2 f i. / / ) \ \ \ 1. ALL WORKMANSHIP AND 'MATERIALS SHALL. CONFORM TO D.E.P. 64, 405 � S F. / ��� 58• \ TITLE' S AND.THE TOWN'S RULES AND REGULATIONS FOR SOIL F, / \ THE SUBSURFACE DISPOSAL OF SEWAGE. TEST 1 1 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 1. 48 - A O. / I \ WITHIN 6' OF FINISHED GRADE. 7 \/ ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM' SHALL BE CAPABLE OF 69'1 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES'OR PARKING AREAS: H-20 LOADING SHALL BE . 60.2 / I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. / I 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. / 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE .WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO � / I OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 0) ` / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL PRIOR TO COMMENCING" AT WORK ON SITE. AT LEAST 72 HOURS 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER • 66.3 I / / / �O. ( IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE ___C / / I 9. LOT IS SHOWN ON ASSESSORS MAP �31 AS PARCEL 3O-OOZ. 10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS / / l (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). I / • 57.4 ( I / I I / I I j / I o / / 0 64. P = 59.3 / / y 66.4 SOIL TEST P#14515 DATE OF SOIL TEST OCTOBER 10, 2014 SOIL TEST DONE BY SWEETSER ENGINEERING WITNESSED BY D. M10RAND1. -RS-RS OBSERVATION HOLE 1 ELEV.= 59.4 OBSERVATION HOLE. 3 ELEV.= 62.0 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PERCOLATION RATE, < 2 MIN./INCH AT 56 INCHES 0-7" A LOAMY SAND 1OYR4/1 NO ROOTS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER • 7-28" B LOAMY SAND 10YR6/6 ROOTS 0-8" A LOAMY- SAND 10YR4/1 NO. ROOTS 28"-108" Cl LOAMY SAND 10YRS/2 5% COBBLES 8-28" B LOAMY SAND 10YR6/6 ROOTS 108-156" C2 UM SAND 10YR7/4 28-.72" Cl LOAMY SAND 10YR7/4 NO-WATER ENCOUNTERED AT 156 , • ELEV. _ _ 46.4 72=120' C2 MEDIUM SAND 10YR7/4 WATER,ENCOUNTERED, 12E?" c1�' _ 52_0 - .7f� _ irA TI+ , is ta0 AT ELEV. L r - ELE _F'EI�COLATION'RATE < 2. MIN:/INCH:ATV 60 60.3 INCHES VA :" 4. ELEV.= 59>$ DEPTH, =' H�Z, _,TEXfiL1RE COLOR ' - MOTT. OTHER: _ DEPTH:< HORIZ; TE�(7URE :� COLOR MOTt. OTHER p--10 A- LOAMY:SAND 10YR4/1` ; N0 ` ROOTS' 0-8 . -` �t OAWY SAND-, 10YR4 ,t NO ' R©OTS: 10--30" 8 LOAMY SAND 1O.YR@ 6 ROOTS 8`31' `, _ Y r-._.D 10YR6 .6 _ _ SAND ooTs B LOAMY / Ft ,y 30-120 Cl LOA#IY SAI�fD t0YR7/4` 51E COBBLES 31--120" Cl, LOAMF SITU 10YR7/4+� NO WATER ENCOUNTERED AT 120" ELEV. = 50.3 ±. NO WATER ENCOUNTERED AT.-- 120' ELEV. 49.8 � h APPROVED: BOARD CF HE . TH �o e _ DATE AGENT r r - ' - ✓ - - r'' r .. DO" _ LOC. 11 : T LAKE RFOUAQUET c f{� - . ER No. 5 QUA 'ELEVATION,',RO • STD. • 4 o. _.. E7EIS iMrIG .OQEtT 0&- 14 FWA�LSlgf} t�. VAax1 �, FlNA1. Cc*�TOc1�. DACE(� .4 ' sY s�: �` 2 501E TEST:LOCAi101rI �¢< y , Ulluly TOM�M':MVl►T1�1 REV JOB:NQ. ' - CATS# SAW , r - GAS armAki CE55 MAP: S T' - IQF 02,00k SWEE MEW'ENGIri R w i (o - - --- --_. �-�-Z Gy ps LD - _ - O - - - ''/ SCALE: _ /� �I' I�_© APPROVED BY: DRAWN BY,b-r D . s° ` REVISED ..r' I.3 : GATE -Z.B-� .. 10��i E ` _ DRAWWIINN.GG NU AMBER ' i _ TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE = 7200 10 FT. MINIMUM 10 T. MINIMUM FROM SLAB ELEV. - CLEAN SAND I CONCRETE 'INSPECTION PORT COVERS LOAM AND SEED 4" SCHEDULE 40 PVC PIPE " " P F 2 LAYER OF MIN. PITCH 1 8 PER T Pl / o ,/2- DESIGN CALCULATIONS - WASHED STONE NUMBER OF BEDROOMS 4 10.50 A " 61.Q MAX. OR FILTER FABRIC VENT GARBAGE°DISPOSAL UNIT y tom_ 4" CAST IRON PIPE AX" 6" MAX. 5[L75 MIN. NOT REQUIRED TOTAL ESTIMATED FLOW SLAB 'ELEV. _64.5t_ (OR.EQUAL) MINIMUM PITCH 1/4" PER FT. FLOW RE( 110 GAL/bR./bAY X �_ fit.) GAL./DAY QUIRED SEPTIC.TANK CAPACITY GAL LEVELERS TEE 58.0 ACTUAL SIZE OF SEPTIC TANK _1500 GAL FLOW LINE SOIL CLASSIFICATION' I _ DESIGN PERCOLATION RATE < 5 MIN./IN. ❑ ❑❑❑ ❑0 ❑ ❑ ❑ ❑ ❑ ELEV. = 61.50_ 10" EFFLUENT LOADING RATE . 0.74 GAL./DAY/S.F. -1 MIN. LEV. = 61.00 2'0" o 0 0 0 o LEACHING AREA 613.00 SQ. T. LEVEL o ❑ ❑❑❑ ❑ 0 ❑0 ❑ ❑ ❑ i3X33}+(46X2X2) ELEV. _ �61.25 GAS ELEV. = 80.00 6" SUMP ELEV. - 59.a3 ° ° BAFFLE o4 °° 00000000000 6 2'. o LEACHING CAPACITY AREA X RATE) -4U-02 GAL:/DAY DISTRIBUTION ° 613.00 X 0.74 ELEV. _ ° °o° ❑ ❑® ❑ ❑ ❑ ❑O ❑❑'❑ °,° 55.25 RESERVE LEACHING CAPACITY62 GAL./DAY LIQUID OUTLET BOX -�ZZ�- ° o o ° ELEV. _ - _ DEPTH TEE (TO BE PLACED ON FIRM BASE) 3 500 GALLON GALLEYS WITH 4 FEET 14 INCHES TO BE WATER TESTED 5 FEET 19 INCHES IF MORE THAN ONE OUTLET STONE IN AN 6 FEET 24 INCHES 1500 GALLON TO BE PLACED ON FIRM BASE) 13' X 33' X 2' TRENCH FORMATION z WELL NIA 7 FEET 29 INCHES ( 8.85 ZONE 8 FEET 34 INCHES SEPTIC TANK / " SOIL ABSORPTION �n 3 4" TO i 1/2 CLEAN INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT S 1 JTE 1111 SAS USGS PROBABLE WATER TABLE ELEV. _ SEWAGE DISPOSAL SYSTEM STEM PRMLE OBSERVED WATER TABLE ( % / ) ELEV. _ _ NOT TO SCALE BOTTOM :OF TEST HOLE ELEV. _ j lAlQ i f t ti•Io li,,,:� I / 72 � 8 } / \ x 75.0 \ \ oo\ �h \ / \ DRIVE COVO TTbam 4.0 J QEY.1 TJg1-- 72I0 X \ 3 . 6 67.6 71 _ --- / &1 �o �0 69.9 N �o° / �o > 68.6 \ 7 .1 . / o oo� .8 1500 GALLON / / SEPTIC TANK / TEST 3 D. \ \ 71.6BO X x 68.3 \ \ CD OP�� �p TE�TL4 d x 60.7 \ \ �- NOTES: L O / 4 / TEST 2�xP� / / ) I \ \ \ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. �` // �/O� _1__ S. c TITLE 5 AND .THE TOWN'S RULES AND REGULATIONS FOR (J `t `f- 77 J• / THE SUBSURFACE DISPOSAL OF SEWAGE. TEST 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I \ WITHIN 6" OF FINISHED GRADE. 48 I A C 3: ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF rn 69.1 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN / 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE x 60.2 / I I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. . / / I 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL / / I BE MORTARED IN PLACE. / 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. / O 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION - � _ - - - -/ _----- ---4-Epp-• ---,- _ _ _ -IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. • 66.3 / 8. PARCEL IS IN FLOOD ZONE C / 9. LOT IS SHOWN ON ASSESSORS MAP _ 251 AS PARCEL 10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS J (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). 64. x 57.4 I / I � / .00 / P / 59.3 / / / J 66.4 SOIL TEST P#14515 DATE OF SOIL TEST OCTOBER 10, 2014 SOIL TEST DONE BY SWEETSER ENGINEERING WITNESSED BY D. MIORANDI, RS OBSERVATION HOLE 1 ELEV.=_ 59.4 OBSERVATION HOLE' E 2 3 ELEV.= 62.0 --- DEPTH HORIZ TEXTURE COLOR MOTT. JOTHER PERCOLATION RATE _ < 2 MIN./INCH AT 56 INCHES 0-7" A LOAMY SAND 10YR4/1 NO ROOTS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 7-28" B LOAMY SAND 10YR6/6 ROOTS 0-8" A LOAMY SAND 10YR4/1 NO ROOTS 28-108" Cl LOAMY SAND 10YR8/2 5% COBBLES 8-28" B LOAMY SAND 10YR6/6 ROOTS 103-156" C2 MESIUM SAND 10YR7/4 28-72" C1 - LOAMY SAND 10YR7'/4 NO WATER ENCOUNTERED AT __156 ELEV. _ _ 46_4 _ 72-120" <;2 MEDIUM SAND 10YR7/4 NO WATER ENCOUNTERED AT ELEV._ 120" V = 52.0 _ OBSERVATION HOLE 2 ELEV.-- 603=-- - PERCOLATION RATE < 2-_ MIN./INCH AT, 60 INCHES OBSERVATION HOLE. 4 - ELEV.=-59.8 DEPTH HORIZ .TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. - OTHER _ 0-1.0" A LOAMY SAND 10YR4/1 NO ROOTS 0-8" A LOAMY SAND 10YR4/1 NO ROOTS - - _. - ,. 10-30" B LOAMY SAND 1OYR6/6 ROOTS 8-31" B LOAMY SAND: IOYR6/6 ROOTS �r16 30-120" Cl LOAMY SAND lOYR7/4 5% COBBLES 31-120" Cl LOAMY SAND 10YR7/4 NO WATER ENCOUNTERED AT __120" ELEV. _ 50•3_ NO WATER WA C T 120_ ELEV. 49.8 h ENCOUNTERED A - ----- I i o oP - APPROVED. BOARD OF HEALTH GO DATE AGENT PROPOSED SEPTIC DESIGN OR e DESIMONE WELDING C01 LOC. LOT 49 #15 'CENTER LANE s , 1=22.07 A ELAKE UST Q� CENTERVELLE, MASS. to of qq c '� L/Vcv :. {C•, : ..' _>.a $ r„ 203'SETUCKET ROAD + .. LEGEND. - 7hh EXISTING .SPOT ELEVATION 00xo26 85-6900 SOUTH DENNIS, MASS co, `• Fc, a EXISTING CONTOUR __�.._00 f, '02660 FINAL SPOT ELEVATION .. , �: DATE. SCALE �. fi f a=, FINAL cONTouR . 00 OCT. 10, 20� 4 1 _ 20 SOIL TEST LOCATION S UTILITY POLE __o TOWN WATER =W � W REV. JOB No. �, ... 7472 00 CATCH .BASIN , .��/ GAS LINE' CLEAN OUT C-_2 ' cEssPaoL ' c.P..Q L O C A T!O N MAP :' REv. ==1 SHEET: 1 O F 1 C. -8 PRO✓ 7472-00 d 7472-•cSAS.DWG O 2014 SWEETSER ENGINEERING , l i I;