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0093 HAWES AVENUE
ve-, RICHIE'S INSULATION I C. 1:1:1 OLD BEDFORD RO D WESTPORT, MA 02790 508-678-44 4 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHICS INSULATION, INC: INSULATED THE FOLLOWING JOB:. ADDRESS: 93 HAWES TOWN: Hyannis CONTRACTOR'S NAME: Bob Glover CONTRACTOR'S ADDRESS: P.O.BOX 703, Marston Mills CONTRACTOR'S TELEPHONE NUMBER: 508-280-5552 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICynene TYPE: Closed Cell Foam THERMAL CONDUCTIVITY PER INCH. 7 AREA THICKNESS _ R-VALUE ROOFLINE 51/2" R-38 WALL$ 3" R-21 STAIRWELL BASEMENT CEILING GARAGE CEILING G.H. WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL WALK OUT WALL FOUNDATION WALL BLOCK/RUNN. 1ST&B SE 3" R-21 !St 1ST EXP.ROOF-INE 5 1/2" R-38 THANK YOU VERY. MUCH FOR YOUR COOPERATION IN THIS MATTER, IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTT MY PHONE NUMBER. INSTALLER: i y� Y TOWN'OF B, kNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application.# �� Health Division 0 Date Issued'7�4�z —r7 Conservation Division, 1 , Application Fee Planning Dept.. � � Permit Fee Date Definitive Plan Approved by Planning Board '' j. 'A Historic - OKH _ Preservation/ Hyannis Project Street Address Village �/(,/�'/ Owner ✓(�� AddresVa 6 O c7 INI✓Fq Telephone ✓ ���� ��a '° ��/ dA Permit Request ey/40. ✓� �� /��✓ � Square feet: 1 st floor: existing Mproposed 2nd floor: existing A 9 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0 Construction Type 4w�ap Lot Size ® � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family All Two Family ❑ Multi-Family (# units) Z.Age of Existing Structure / Historic House: ❑Yes A No On Old King's Highway: ❑Yes ® No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new _ Half: existing new Number of Bedrooms: existing -anew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: $1 Gas ❑ Oil ❑ Electric ❑ Other Central Air: fYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes A No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 49 Appeal # �2 Recorded Commercial ❑Yes ❑ No If yes, site plan review# e/1S Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �- Name .��/ '�� C �a Telephone Number Address ,6C' � License i / y Home Improvement Contractor# Email Worker's Compensation # 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO. SIGNATUR DATE 1 FOR OFFICIAL USE ONLY =x .4 APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GA.S: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r J Regulatory Services ' Richard V.scab,Director 'dam Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Pax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize e 4- lover to act on my behalf, in all matters relative to work authorized by this building permit application for: [=Vie_qAw_LJqamiS AAA (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 44-11rofOwner Signature of Applicant Ck CSiilC ry �C»ow Print Name Print Name —�-lvl Date f Massachusetts Department of Public Safety -," Board.of Building Regulations and Standards License: GS-039868 Construction Supervisor ROBERT J GLOVER` PO BOX 703 MARSTONS MILLS MA,02648 h Expiration: Commissioner 0612412018 ness BfflHOME IMPROEMEW CO`NTRACT013 cr e. Corporation - TYP e t11i157 12/08/2018 MF zlr R.Giver BudOng Comp-M-Inc. Robert Glover 13 Curtis Bog MarstonsMllls MA4028',Fr Undersecretary I . ' �l � .. � � .rEo El a IM � p w Ivl- 41 p y 0 , � N o � Im o . t r5 r pa i�: r JIfl.Alt. - ■�-'- .t:t•i� �•I■[�. I �l[If ••%R I• •1 f t" •••n 1�'R r•II111 tit :tf elf itt [■- I .+aN• • �" •N .Y■fI ■• n 1. 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N •• - o./ • n•. t t I 7" BI tnm - ■:+■n � • ..n • nf.• t ell •" 71�a ■ 1 ■ .t to•N - a•n - •••{r • MU /�■ ■a r Isell liif fl a-M..I 1• :l41 tf .at ■f Yn^ • ►•nl[a�'- w •if••1 ••• r:la • •�1alt 1 I■ • 1■t it I ■w •It O -•ago �■ if !•/1•If �I- el{ ■■•. a- O ■a • t •w■•:It t 1 `•■■ t .■' I. 11.I■. ••1 Il .1•.la r- •l ••a rf•■� •/n•It :■t f t t• I •a 1. .I• ••w••n ■ •■ ■• ■:�YII�I t• •J• IA t•:I WE :.�•"1 ■[a.la : •II �r.R ■- :'t■ml■- .N a Y.• anlI[•:? 11MI or. I Bill jet 's• ]d-■ • i � CO® DATE(MM/DDIYYYY) Act CERTIFICATE OF LIABILITY INSURANCE 2/24/2017 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(les)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 Christian Barber, CIC NAME: The Oceanside Insurance Group PHONE (508)775-0500 acNe:(508)790-7955 E-MAIL ADDRESS: 52 West Main Street INSURERS AFFORDING COVERAGE NAIC# Hyannis MA 02601 INSURERA:Mesa Underwriters Specialty INSURED INSURER B:Travelers A R R. Glover Building Company, Inc. INSURERC: PO Box 703 INSURERD: INSURER E: Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1722404876 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MMIDD MMIDD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR PRETED M SES DA AGE ToEa oNcur ence $ 50,000 MP0020003003028 2/1/2017 2/1/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JEST LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGL LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS par. dent $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER X OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MB (Mandatory MBERIn NH)EXCLUDED? � 7PJUB-2E66336-4-17 1/15/2017 1/15/2018 E.L.DISEASE-EA EMPLOYE $ 500,000 (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Insurance coverage is limited to the terms, conditions, exclusions, other limitations and endorsement of the policy. Nothing contained in the certificate of insurance shall be deemed to have altered, waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL -BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE C Barber, CIC/MC ©1988-2014 ACORD CORPORATION. All rights reserved ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025rgm4mt ' Bk 30551 Pg166 #28738 06-12-2017 @ 01:25p Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2017-022-Greig §240-92(B)-Nonconforming structures used as single- or two-family residences To allow the construction of a ground floor deck that will encroach into the required setback Summary: Granted with Conditions Applicant: Henry Fox Greig and Tomasine Conway Greig Property Address: 93 Howes Avenue, Hyannis Assessor's Map/Parcel: 323/011 Zoning. Residence B District Hearing Date: April26, 2017 Recording Information: Deed: Book 29939 Pogo 126 ''I'i'v'T 'LF 11 OVIN CLERK Plan Book 9 Page 103 (2'017 Wil I Fill::,., Plan Book 111 Page 139 Background Henry Fox and Tamasine Conway Greig II applied for a.Special Permit in accordance with Section 240-92'B-Nonconforming Buildings or Structures. The applicants proposed to add two(2)decks off of the back of the existing dwelling but during the hearing the Applicants representative requested the withdrawal of the second floor deck only. The property is addressed as 83 Hawes Avenue, Hyannis, MA as shown on Assessor's Map 323 as Parcel 011. It is located in the Residence B Zoning District. The subject property is located south of Hawes Avenue in Hyannis, overlooking Nantucket Sound. The parcel is narrow and contains approximately .25 acres and Improved with a 4 bedroom, single family dwelling. According to the Assessors records, the dwelling contains approximately 3,633 square feet of gross floor area and was constructed in 1945. Small and narrow lots appear typical in this area. The existing dwelling has a westerly side yard setback of 8.4 feet and an easterly side yard setback of 5.4 feet where 10 feet is required. The application SE3-5444 received Conservation Commission approval on January 27, 2017. Procedural& Hearing Summary Special Permit Application No. 2017-022 to add 2 decks from the rear of the dwelling, and later modified to withdraw the request for the second.floor deck, was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on March 28, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in. accordance with MGL Chapter 40A. The hearing was opened on April 26, 2017 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence;Alex Rodolakis, Robin Young, Spencer Aaltonen, and Herbert Bodensiek. Attorney John Kenney represented the Applicants before the Board. He described the water damage due to a burst pipe and the renovations now underway. He requested a withdrawal of the request for the second floor deck due to neighbor concerns. He reviewed the legal preexisting nonconforming lot and structure and stated the proposed deck would be 12 feet by 35 feet 4 inches and will not be visible from the road. The Board Chair requested ublic comment. Abutter Jim Purcell stated he supports the first floor deck but did not sup o e second floor deck. An email opposing the second floor deck from Suzan Claytor was ,ead into the record. M Bk 30551 Pg167 #28738 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-022-Greig Findings of Fact At the hearing on April 26, 2017, the Board unanimously made the following findings of fact in Special Permit Application.No. 2017-022,a request to construct a ground floor deck:. 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-92 allows for the expansion a preexisting nonconforming structure used as a single-family residence with a Special Permit. The proposed ground floor deck will encroach into the side yard setback and therefore requires a Special.Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Section 240-92 requires the Board.to find: 3. The proposed expansion of the dwelling will not be substantially more detrimental to the neighborhood than the existing building or structure. The vote to accept the findings was: AYE: Brian Florence, Alex Rodolakis, Spencer Aaltonen, Robin .Young, and Herbert Bodenslek NAY: None Decision 1. Special Permit No. 2017-022 is granted to Henry Fox Greig and Tamasine Conway Greig 11, to allow for the construction of a single ground floor deck to the rear of the preexisting nonconforming dwelling at 93.Hawes Avenue, Hyannis, MA. This permit will allow the easterly side yard setback to be approximately 6 feet and the westerly side yard setback to be approximately 10 feet where 10 feet is required. 2. The deck shall be constructed in substantial conformance with the plan entitled "Site Plan of#93 Hawes Avenue Hyannis, MA, prepared for Henry Fox Greig It"dated January 4, 2017 and revised January 19, 2017, drawn and stamped by down cape engineering,inc., modified to reflect ground floor deck only. 3. This construction shall represent full build-out of the lot. No additional increase in building coverage or gross square footage shall be permitted without prior approval of.this Board. 4. This decision shalt be recorded at the Barnstable.County Registry of Deeds and copies filed with the Zoning Board of Appeals and Building Division. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Brian Florence, Alex. Rodolakis, Spencer Aaltonen, Robin Young, and Herbert Bodenslek NAY: None Ordered. Special Permit No. 2017-022.to construct a ground floor deck at 93 Hawes Avenue, Hyannis has been granted subject to conditions. This decision must be receded at.the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, If any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which.must be filed in the office of the Barnstable Town Clerk. 2 � R Bk 30551 Pg168 #28738 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-022-Greig Brian Florence, Chair Date Signed — 1, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this .301" day of AZT( 2-0 f` under the pains and penalties of perjury. Ann Quirk, Town Clerk J 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` Map L7 Cl-�� Parcel 707i 1 OF F ,N Application # a I Health Division t'. Date Issued 7—tl Conservation Division Application Fee Planning Dept. m� �® Permit Fee Date Definitive Plan Approved by Planning Board ° '' ' z Historic - OKH _ Preservation/ Hyannis Project Street Address ��✓ '�.� (6lO Village 0 u1 Owner o4pr, Cow k.Z Address Telephone Permit Request Ojrq d-Imo itiflomS tJ' t w Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ 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 (BUILDER OR HOMEOWNER) T Name 4 ryl C f✓S l�►� . Telephone Number .73 do? Address J l `v` � ����-I t, `( _ License # �;- / rp)© )A 0-� 6 (D % Home Improvement Contractor# 106 ©l,� P Email n ir Vr Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE�O 42 F FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION -FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r 11-age 1 of i ♦ Back to Message Town of Barnstable Regulator... X n �In Town of Barnstable , Regulatory Services KAM Richard V.Scan,Dtregtor.. - nu'� Banding Division. Paul Roma,Batildtng Comridninner 200 Main Stret%H aimis,MA 02601 wwwAown.burnstabie-ma.ns Office: SOS-8624038 F= 50&79"231�� � Property Owner Must Complete and Sign This Section if Using A,Buildex as Owner of the snbimt property hereby ashoxiza Y`1/'1'�L� -jr✓jG to act on my behalf, in all matters zelative to work aathoAzed by this btl lding permit application for: (Address of Job) **Pool fences aa-alamzs.a=the,irespondbUity of the applicant Pools ate not to be filled or utilized befort feace is installed and all final inspections atd petfornied and accepted e of Own S4;=t rc of Applicant kA C� 0, �k 13" Ptiat Naxae Print Name " > https://mg.maii-yahoo-com/neo/ie blank 6/26/2017 Massachusetts Department of Environmental Protection -- ---- -- -----i 1100266561R1 ; BWP AQ 04 (ANF-001) Asbestos Project# Project Revision Notification Project Revision Project Cancellation A. Asbestos Abatement Description 1.Facility Location; CAPE CROSSROADS CONDOMINIUMS 8W BEARSES WAY Instructions 1.All a.Name of Facility b.Street Address sections of this form HYANNIS MA 02601 0000000000 must he completed in order to comply with c.City/Town d.State e,Zip Code f Telephone i MassDEP notification NA NA requirements of 310 CMR 7:15 and g•.Facility Contact Person,Name h.Facility Contact Person Title Department of Labor WOrksite Location: BUILDING#5 UNITS C& E 1 Standards(DLS) I notification I.Building Name,Wing,Floor,Room,etc., requirements of 453 2,;$lanket Permit Project Approval,.if applicable: CMR 6.12 'Approval ID# i i 3.Non-Traditional Asbestos Abatement Work Practice Approval,SNT17035 MassDEP Use Only if applicable: Approval ID# Date Received 6/14/2017 6/16/2017 a.Project Start Date(MM/DDNYYY) b.End Date(MMlDD111'YY) 2.Submit Original 8AM-413M NA Form To: c.Work Hours-Monday Through Friday d.Work Hours-Saturday 8 Sunday Commonwealth of Massachusetts P.O.Box,40620�11 Boston,MA B. Other Pro'ect Revisions: { t i • l i Note:Temporary storage of Asbestos containing waste material is only allowed at the place of business of a DLS licensed Asbestos contractor or a transfer station that is permitted by i MassDEP and operated in compliance with Solid Waste Regulations 310 CMR 19.000 f c ' t t t Revised: 11/13/2013 Page I of 2 I iP Massachusetts Department of Environmental Protection. 1.002665ti 1R1 BWP AQ 04 (ANF-001) - ----4— ' Asbestos Project# Project Revision Notification ry Project Revision } r Project.Cancellation C. Certification GARY PELLETIER GARY PELLETIER I Note:.Contractor must "I certify that 1 have personally 1.Name 2.Authorized:Signature sign this form for DLS examined the foregoing and am BUSINESS MANAGER 6/12/2017 familiar with the information notification purposes contained in this document and 3.PositionrMle 4.Date(MM/DD/YYYY) all attachments and that;based 5089986229 ERS,INC. on my inquiry of those 5.Telephone 6.Representing individuals immediately 9 BLUEBERRY LANE DARTMOUTH responsible for obtaining the 7.Address 8.City/Town information,1 believe that the MA 02747 information is true,accurate,and complete.I am aware that there 9.State 10.Zip Code are significant penalties for submitting false information, including possible fines and imprisonment.The undersigned hereby states that I have read the. Commonwealth of Massachusetts regulations governing asbestos abatement (453 CMR 6.00 promulgated by the Department of Labor Standards and 310 CMR 7.15 promulgated by the Department t of Environmental Protection), j and that i am aware that this permit application or:notiflcation shall not be deerned'Valid unless payment of the applicable fee is made." l i i f i i j 1 t I' ♦ I Revised: 1.1/13/2013 Page 2 of 2 Massachusetts Department of Environmental Protection = 1.100266561_ � --: BWP AQ 04 (ANF-001) Asbestos Project.# Asbestos Notification Form t f" Project Revision r Project Cancellation A.Asbestos Abatement Description 1.Facility Location: CAPE CROSSROADS CONDOMINIUMS 800 BEARSES WAY Instructions 1.All a.Name.of Facility b.Street Address sections of this form HYANNI$ MA 02601 0006000000 must be completed in ; order to comply with C.Cityrrown d.State e.Zip-Code f.Telephone MassDEP notification NA NA requirements of.310 CMR 7.15 and g•Facility Contact Person Name h.Facility Contact Person Idle Department of Labor Worksite Location: BUILDING#5 UNITS C& E' t Standards(DLS) notification i.Building Name,Wing,Floor,Room,etc. requirements of 453 2. Is the facility Occupied? r a.Yes W b.No CMR 6.12 3. Is this a fee exempt,notification(city,town,district, municipal housing,authority,state facility,or owner-occupied residential property of four units or less)? r- a.Yes I✓ b.No MassDEP Use Only 4.Blanket Permit Project Approval,if applicable: Date Received Approval ID# F 5.Non-Traditional Asbestos Abatement.Work Practice Approval,SNT17035 ' 2.Submit Original if applicable: Approval ID# Forth To: Commonwealth of Massachusetts 6..Asbestos Contractor: 12.0:Box 4062 Boston,MA 02211 ENVIRONMENTAL RESPONSE SERVICES.INC 98 CAMBRIDGE STREET i a.Name b.Address MIDDLEBORO MA 02346 5089231111 c.City/Town, d.State e.Zip Code f.Telephone AC000412 h.Contract.Type:W 1.Written f—2.Verbal g.DLS License# 7. RAFAEL DIAZ AS902311 a.Name of Contractor's On-Site Supervisor/Foreman b.DLS Certification# 8. NA ; a.Name of Project;Monitor b.DLS Certification# 9 FLI ENVIRONMENTAL INC AA000144 j a.Name of Asbestos Analytical Lab b.DLS Certification# j t i 10. j 03/2017 6/16/2017 a.Project Start Date(MM/DD/YYYY) b.End Date(MM/DD/YYYY) 8AM-413M NA i c.Work Hours-Monday Through Friday d;Work Hours-Saturday&Sunday i 11.What.type of project.is this? ' r a.Demolition W b.Renovation f- c.Repair r d.Other-Please Specify: i i Revised: 11/13/20.13 Page l of4 i 1 4 a Massachusetts Department of Environmental Protection 100266561 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form " Project Revision r- Project Cancellation A.Asbestos Abatement Description:(cont.) 12.Abatement procedures(check all that apply): r a.Glove gag 1— b.Encapsulation r_ c.Enclosure r di Disposal Only e.Cleanup 1✓ f.Fu11 Containment 1✓ g.Other-Please Specify: EXTERIOR 13.Job is being conducted: W7 a.Indoors TV b.Outdoors i 14 a.Total amount of each type of asbestos.Containing materials(ACM)to be removed,enclosed,or encapsulated;. s 220 1.Linear Feet Lin.FL. ( ) 2.Square Feet(Sq..Ft) € b.Boiler,Breaching,Duct, c.Transite Pipe Tank Surface Coatings 1.Lin.Ft 2.Sq.FL 1.Lin,Ft. 2.Sq.Ft. t i d.Pipe Insulation e.Transite Shingles 1.Lin.Ft. 2.Sq.Ft. 1:Lin:Ft 2.Sq.Ft. f.Spray-On Fireproofing g:Transite Panels 1-Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2 Sq.Ft. h.Cloths,Woven Fabrics i:.Other-Please Specify: 1;Lin.FL 2.Sq..Ft. j:Insulating Cement CEILING,CONTAM.MATERIAL 220 1.Lin.FL, Z Sq:Ft. 1.Lin.Ft. 2.Sq.Ft. 1 • i 15.Describe the decontamination system(s)to be used: THREE STAGE DECON ADJACENT TO WORK AREA. 1 s 16.Describe the containerization/disposal;methods to comply with 310 CMR 7.15 and 453 CiViR 6.14(2) (g): i WET AGM AND PLACE IN LABELED,DOUBLE 6 MIL DISPOSAL BAGS I. € — f } 17.For Emergency Asbestos Operations;the MassDEP and DLS officials who evaluated the emergency: i JEFFREY FINNEGAN INSPECTOR a.Name of MassDEP Official b.Title of MassDEP Official 6/6/2017 SAW-17-213: c:Date of Authorization(MM/DD/YYYY) d.Waiver# DLS COMPUTER e.Name of DLS Official f.Title of DLS Official 6/8/2017 19583-2017 g.Date of Authorization(MM/DD/YYYY) h:Waiver# f 18.Do prevailing wage rates as per M.G.L.c. 149,§26;27 or 27A-F apply to this 1"' a•Yes A17 b.No project? Revised: 11/13/2013 Page 2 of 4 € 1 i € Massachusetts Department of Environmental Protection ----0.i - r - BWP AQ 04 (ANF-001) 1100266561 a Asbestos Project# Asbestos Notification Form Project.Revision - -- Project Cancellation B. Facility Description RESIDENTIAL 1.Current or prior use of facility: 2.is the facility owner-occupied residential,with 4 units or less?r- a.Yes r b.No 3 CAPE CROSSROADS CONDOMINIUM TRUST 800 BEARSES WAY j a.Facility Owner Name b.Address HYANNIS MA 02601 0000000000 C.Cityrrown d.State a.Zip Code f.Telephone. I 4.NA NA I a.Name of Facility Owner`s_OnSite Manager 9 b..Address HYANNIS MA 02601 0000000000 C.City/Town d State e.Zip Code f.Telephone t 1 5.ENVIRONMENTAL RESPONSE SERVICES 9 BLUEBERRY LANE a.Name of General Contractor D.Address DUTH MA 02747 5069986229 c.City/Town d.State e.Zip Code IF.Telephone TRAVELERS t g.Contractor's Worker's Compensation usurer 6HUB0623N7 611W2017 ' h.Policy# i.Expiration Date MM/DD/YYYY) i 6.What is the:size of this facility? 10000 2 a.Square Feet b.#of Floors C.Asbestos Transportation&Disposal 1..Transporter of asbestos-containing:waste material from site of generation: " a:Directly to Landfill or 1✓ b.To Temporary Storage Location/TransferStation: ENVIRONMENTAL RESPONSE SERVICES 9 BLUEBERRY LANE c.Name of Transporter d.Address i Note:Temporary storage of Asbestos DARTMOU H MA 02747 5089986229 containing waste e.City(fown, f.State Zip Code h.Telephone material is only 9• P p allowed at the place of business of a DLS 2.if a temporary storage locatiorthransferstation is used,list name of transporter of asbestos containing i licensed Asbestos contractor or a transfer waste material from temporary storage location/transfer station to final disposal site: t station that is permitted by RED TECHNOLOGIES,LLC 70 NORTHWOOD DRIVE MassDEP and a.Name of Transporter operated In b.Address compliance with Solid BLOOMFIELD Cr 06002 8602182428 Waste Regulations 310 CMR 19.000 a City/Town d.State e.Zip Code f.Telephone I t I Revised: 1 113/20.13 Page 3 of 4 s i I a Massachusetts Department of Environmental Protection BWP AQ 04 (ANF-001 ioo266s61� I Asbestos Project# A Asbestos Notification Form Project Revision r Project Cancellation C.Asbestos Transportation&Disposal:(cont.) 3.Name and address of temporary storage location/transfer station for the asbestos containing waste i material: i ENVIRONMENTAL RESPONSE SERVICES 98 CAMBRIDGE STREET a.Temporary Storage Location Name b.Address MIDDLEBORO MA 02346. 5089231.111 c.City/Town ti.State e.Zip Code f.Telephone 4.Name and location.of final disposal site(asbestos landfill): MINERVAENTERPRISES MINERVAENTERPRISES l a.Final Disposal Site Name b:Final Disposal Site Owner Name i 9000 MINERVA ROAD c.Address WAYNESBURG OH 44688 3308663435 d.City/Town e.State f.:Zip Code g.Telephone t A Certification GARY PELtEnER GARY PELLETIER l "I certify that I have personally 1.Name 2.Authorized Signature examined the foregoing and am BUSINESS MANAGER li/8l2017 ` familiar with the information Note: r contained in this document and -3.Position/Title 4.Date.{MM/DD/YYYY) s form Contractor i sign this for ols all attachments and that,based 5p8998622g ERS,INC. notification purposes on`my'inquiry of those 5.Telephone 6.Representing I individuals immediately 9 BLUEBERRY LANE DARTMOU ' responsible for obtaining the 7:Address 8.City/Town MA 02 Information,I believe that the 47 information is true,accurate,and complete.Lam aware that there 9•State. 10:Zip Code are significant penalties for submitting false information, including possible fines and imprisonment.The.undersigned hereby states that I have read the Commonwealth of Massachusetts regulations governing asbestos abatement (453 CMR 6.00 promulgated.by the Department of Labor Standards and 310 CMR 7.15 promulgated by the Department i of Environmental Protection), and that I am aware that this permit application or notification shall not be deemed valid unless payment of the I applicable:fee is made..' f i Revised:11/13/2013 Page 4 of 4 i • i Massachusetts Department of Environmental Protection. ro � ;100266561R2 � t 5 BWP AQ 04 (ANF-001) Project Revision Notification Asbestos;Project# V Project Revision { r Project Cancellation j { A. Asbestos.Abatement Description 1.Facility Location- CAPE CROSSROADS CONDOMINIUMS 800 BEARSES WAY i Instructions 1.All a.Name of Facility b.Street Address i sections of this form HYANNIS must be completed in MA 02601 0000000000 order to comply with C.City/Town d.'Slate e.Zip Code £Telephone MassDEP notification NA NA requirements of 310 CMR 7.15 and g.Facility Contact Person Name h.:Facility Contact Person Title. j Department of Labor WOrksite Location: BUILDING#5 UNITS C& E i Standards(DLS) notification i.Building Name,Wing,Floor,Room,etc. requirements of 453 2.Blanket Permit Project Approval,if applicable: CMR;6.12 Approval ID.# i • i 3.Non-Traditional Asbestos Abatement Work Practice Approval,SNT17035 MassDEP Use Only if applicable: I Approval ID# Date Received 6/14M017 6/23/2017 i a.Project Start Date(MM/DDNYYY) b.End Date(MM/DD/YYYY) 2 Submit Original 8AM-4PM NA Form To: c.Work-Hours, -Monday'Through.Friday d;W.ork Hours-Saturday&Sunday 1 Commonwealth of { Massachusetts P.O.Box 4062 Boston,MA02211 B. Other Project Revisions: i 1 i l i 1 Note:Temporary i storage of Asbestos containing waste material is only allowed at the place of business of a DLS licensed Asbestos j contractor or a transfer station that is ! permitted by i MassDEP and operated in 1 compliance with Solid Waste Regulations 3.10 CMR 1.9:000 f i t Revised:I/13/2013 Page I of 2 I ONO. Massachusetts Department of Environmental Protection i IL BWP AQ 04 (ANF-001) 100266561R2 L Project Revision Notification Asbestos Project# i h1 J .Project Revision -- r Project Cancellation C.Certification GARY PELLETIER GARY PELLEi1ER I certify that I have personally Name. 1,Note:Contractor must 2.Authorized Signature sign this form for DLS examined the foregoing and am BUSINESS MANAGER 6l16/2017 notification purposes familiar with the information i contained in this document and 3.Posilion/Ttle 4.Date(MM/DD/YYYY) all attachments and that,based 5089986229 ERS,INC on my inquiry of those 5.Telephone 6.Representing 1 individuals immediately 9 BLUEBERRY LANE DARTMOUTH responsible for obtaining the 7. information,I believe that Address 8.City/townthe 7. 02747 information is true,accurate,and MA complete.I am aware that there 9•State 10.Zip Code are Significant penalties for submitting false information, including possible fines and imprisonment.The undersigned, hereby states that I have read the Commonwealth of Massachusetts regulations I governing asbestos abatement t (453 CMR 6.00 promulgated by t the Department of Labor Standards and 310 CMR:7.15 promulgated by the Department i of Environmental Protection), and that I am aware that this permit application or notification Shall not be deemed valid unless payment of the applicable fee is made." i 1 � i i s i i j f Y I s 1 w. Revised:.11/13/2013 Page 2 of 2 1 r 0 r i CONSULTI 4G April 7 2017 i Mr.Peter Barton I ARS Restoration;Specialists 4 1l0 Old Town House Road South.Yarmouth;_Massachusetts 02664 f Subject: Asbestos Sampling Report 800 Bearses Way Unit 5EE Hyannis,Massachusetts 02601 Hillmann,Project No.M34020 Dear Mr.Barton: . The purpose of this letter,is to resent` he Iaborat P ory results of the asbestos bulk,,sampling conduct ed by Hillma n Consulting,L (Hillmann)I.at the above-referenced location. I Mr. Jeffrey Bedard of Hillmann( license AI90U1�72)con ducted a site inspection on April 4, 2417. The purpose of the visit was to collect samples of suspect asbestos containing materials that were impacted by a fire. The suspect asbestos samples were collected from the Bedroo Ceiling of Unit 5EE.A copy of Mr.Bedard's credentials is attached. f Asbestos- The folowing suspect asbestos containing materials(AGMs)were identified and sampled:- 0 White Popcorn Ceiling Coating.(2%Chrystile,Bedroom} A total of three (3) suspect asbestos bulk samples were collected. The samples were uansported under proper chain of custody to Hllmann,Consulttng;LLC laboratory in Union; New Jersey (MA :License: A.A000183). The method Of analysis. was Polarized Light Microsco py (PLM) with dispersion staining, as recommended by the United States Environmental Protection :Agency (USEPA). Materials :having asbestos concentrations greater than or equal to one percent (� 1%) are considered by the USEPA to be asbestos= containing materials. Sample results are as follows:!. e The White Popcorn Ceiling Coating was determined to contain asbestos Chrysotile,approximately 150 SF of in the Bedroom of Unit 5EE). , . � 1 j Your Property, OurjPriority. 64 Middlesex Turnpike,;Building A.Suite#I Igo Bedford,Massach6setts_01730(781)a33-77b8 Fax(78l)633-7764. Otrce locatis r New Jersey(Corporate Headquarters);New York,. rginia,.PeiinsyI4. North Carol mia Engineeric8 Division:i3e v.leraey 'www.HWmannGonsuirin .com i r 3 - _ Hillmann Consulting LLC E The bulk sample results are attached to this letter. I I f As the asbestos containing White Popcorn Ceiling Compound is physically adhered to the. Ceiling wallboard,both components are,considered to be asbestos containing. Removal of the ACM its recommended if this area is to be disturbed by future renovation and should be. removed by a licensed asbestos abatement contractor in accordance with all federal;state and. local laws governing asbestos. This will require a tq n day notification to the Massachusetts. Depar(ment of Environmental Protection (MassD P� by the abatement contractor. Third. party oversight and air quality monitoring are also required. If additional impacted suspect.AGMs are discovered:during irenovations.for which there are no sample documentation/results,.Hillmann recommends additional sampling. Resin , of this inspection.should not be extrapolated o other uninspected areas or materials. iz If you have any y questions or require further information,please contact the::undersigned:at 781-533-7758. f ( Sincerely; Hillinann Eonsulting,:LLC. t ..] r Jeffreyi0edard Larry Rockefeller ClH' Environmental Scientist Regional Manager t Attachments; Inspector Credentials;Photographic Documentation;Laboratory Analytical`Repc� t X 1 4 t i f { i { } 1 [ i Asbestos Sampling Report 2 M3-4020 ARS- 890 Bearses Way, Unit 5EE Hyannis,Massac)users " " f i # p f t F P ! Common of Massac sis, f epartmenf f UW Stan darns 1 �` '� : 4'' t�ifiiam fl"lYfdCerEney'�recfo►' i SAS tos lnSperor" JE REV R BEDA'RD" u y ' BAR •. sOS=f2�t�EEVu � �� ,� e> - 1 Ii81111181�1�41�Ne1111�1�1111�� � a + C z € OF�lA3o0VlK� of�"C#usft #. e�artanerrt of Lubor Starttl, € Wt77ram f,'gdrj me,arid" 4 1 As estosrProject Mon& Y It RD 8GS RENEW= #�I��IIII�I�1811��11�I1118l��11N�1` e I , r � } c E Hillmunn Consulting LLC Photographic Documentation: t; V Ty y �, ��tic { _ s x} .. iT .Fa .u View of fire damaged ceiling in the bedroom of Unit SEE with asbestos containing White` Popcorn Ceiling Coating(2%Chrysotile, approximately 150 SF)' f t r f� E ! f{s f r i . }ts f I 3 f i fi 3 } Asbestos Sampling Report 121 M3-4020 ARS—800 Bearses Way, Und.SEE,Hyannis,Mass c'huselts' Date of Sampling:. � 04/04/2017`: Job'# M3-4020 j Date of Sample Receipt: 04/05/2017 Order#:' 0417049 # HILLMANN Client: ARS RESTORATION SPECIALISTS C 0N .ta LT iV G 110 OLD TOWNHOUSE ROAD : I SOUTH YAO MOUTH, VIA02664 HILLMANN CONSULTING,L.L.C. + ENVIRONMENTAL CONSULTING,LAB SERVICES # 1600 ROUTE 22 EAST Attn: PETER BARTON } l P,-O:BOX 1597 Location: am BEARSES WAY/HYANNIS/MA_ UNION;NEW JERSEY 070831597 l PHONE:(908)68&7800 FAX.(908).686 2636 Field Technician: r Jeffrey Bedard wwwu hilimanncortsulGng.com Date of Analysis: l 04/05/2017 Date of Issue: 04/W2017 BULK SAMPLE CERTIFICATE. OF .ANALYSIS. Method: EPA/600/M4 82 020 per 40GFR P M with Dispersion Staining Asbestos' Asbestos Non-Asbestos Detected? Constituents Constituents LAB ID# Locatio Sample Description (YesflVo) (.%) (Sf,) g Popcorn Ceiling, ogeneous YeS Chrysotile 2% Non Fibrous Material 98/o W201262 01/Bedroom/CeiGn Po rnCeili Homogeneous o W201263 02/Bedroom/Ceiling Pop corn Ceiling;.Homogeneous Yps Chrysotile 2% Non-Fibrous Material 980/6. 1 W201264 03/Bedrr omi ceiling Popcorn Ceiling,Homogeneous Yes Chrysotile 2% Non-Fibrous Material 98% 3 This report relates only to-the'materials tested and may not be duplicated in part without written-permission by Hillmann Consulting: Samples are analyzed'according.to the EPA Test Method and are subject to the inherent limitations of Polarized Light Microscopy and' interference of matrix components.This report must not:be used to claim product endorsement by NVLAP or any agency of the US govemment.. This report is not complete without the chain of custody,,which contains the time of.sample collection.The laboratory is not responsible for time of sample coil bon,which is dependent on non-laboratory persannei kf it is clot provided. L . i . t l s Signature:; 'BESTING Rocco Rapuano Senior Analyst PAGE: 1 ;of 2 } Lab Code 101421-0 h i BULK SAMPLE RESULTS Enclosed please find the Certificates of Analysis for bulk;sam les analyzed for a includingt P yz sbestos content by Hllmann Consulting,LLG: All fibrous components type and percentage of asbestos,of present,are reported. Percentages given are visual estimates undermicxoscopial:obsencation,unless otherwise indicated by;codes This test report only relates to items tested. i The method of analysis used is Polarized Light Microscopy(PLM)with dispersion staining. Hillman follows the EPA and'the National Voluntary Laboratory Accreditation Program (WLAP)recommended method of analysis EPA-6001M4-82-01�t);Interim:fiAethod for theDeteiminaiion of Ash stos in Bulk Insulation Samples and EPA 600/R-93/116 published July 1993 is also used for:guida Non Liable organically bound(NOB)sample results reported as negative(less than 1%asbestos)must be 61/02109). considered lnoondusive(FLAP Item 198:6, Polarized-light microscopy is not consistently reliable in detecting;asbestos irh floor cov rin s and'sirnita 9 rnon-friable organically bound materials. Quantitative;transmission electron microscopy is currently the only method that can;'be used to determine if this material can be considered or treated as nonasbestos contai ng(ELAP Item 198 6 01i62/091. i i �. . All analysts and ceitifieafes of analysis shall meet all requirements of the most current NELAC Sta Handbook 150-2006 Edition_ ndards,NYELAP Reguia4ons,-and NVLAP N!$T' } This report cannot be usel d to claim product endorsement by NVLAP or any agency of the U.S:Government:The National Institute of Standards and Technology Accreditatiomrequirements,mandates that this report must not be reproduced,except in full-without the;written approval of the Iaboratory.This report may contain specific data not covered byNVLAP,ELAP,or NELAC accreditation respectively,if soidentified in the notes. NY FLAP Item 198.E dos not remove vermiculite'and may underestimate the level of asbestos present in asample containing'greater than 10%vermiculite: Listed below are p p expla�tions:.of notes and or sample tlescri Lions contained within certificates of analysis. Homogeneous-Sample is composed of a uniformed material,and.analyzed as such, Non-homogenous- All components were analyzed as discreet layers. Theresults reported indicated the contents of the samte as'a whole: Results of each layei,are available upon request by the client. p Rec1.ommended TEM- Polarized Light Microscopy is not Consistently reliable in detLng asbestos in floor coverings and similar non friable organically bound materials, Quantitative transmission electron microscopy is currently the only,method that can be used'to determine if this material can be considered or treated as non-asbestos containing. (NY FLAP Regulation Ilerrt`198.6,1/11l05). -400 Point Counting jSample was determined less than 10°lo positive by visual estimation. Sample was point counted asspecified in NESHAPS regulations Federal Registration Vo1..55,No_224,November 20,100,EPA'to verify asbestos content quantacation. Stratified Point Counting- Point Counting Criteria forff able bulk sample as;dictatedlby NY ELAP Regulation Item 198.1,1111105.. Gravimetric Reductidn- Sample has been heated,and,undergone acid digestion totreduce interfering substances before anatysis.(Item 198.E of NY ELAP Manual(NOB by PLM)) t Final%Inorganic'<1- The percentage of in material is less than 1;resulting in the sample being Non-ACM. (NY FLAP R elation Item 108.6,1/11105).{{ eg i i Hillmann's Laboratory Accreditations• ELAP#10926 ' NJ NELAC#20037 NVLAP#101421-0 VA#3333 000203 MA#AA000183 TX#300405 wV#LT000427 PA#68-00774 CA#2924 M9AAL-128` j CT#PH-0797 ME#LB-0084 Philadelphia#ALL15-01 003 it t 4 t i Signature< 1 F ' �..,.JI f t Rocco Rapuano SeniorAnatyst i TESTING PAGE 2. 'of 2, ! Lab Code 101421-0 is i AN N BULK SAMPLE IDENTIFfCATiUN FORM CONS ut rrra DATE: PLM COC,Version 3♦3 Fnviro;nrnentai Consulting&tab Services. 1600 Route 22 East,Union,NJ 07083 JOB#: (90$).6$8-7800 Fax(908}G86-2636 email': @hilirrtannj;roup.com [❑ POSITIVE STOP ON ALL MOMOG.SAMPLES CLIl=N�'; TAT for PLMt 3-611rs 8.12hrs 24hrs 48hrs 72hrs 5-7day TAT for TEM-3 B-Tah►e 241irs 48hm 72bre 5-1da LOCATIONS � �Er�atse��R I�js,.-�/� V ��mC.�_(✓ 'FA'�for-80E-V`-1wtt _Y LAS Instructions: AN• ALYZE ALL NOBS AS lNDICA°fED BY / "VIA TEhtl IF NEGATIVE VIA I!L.M.POSITIVE STOP ON TEM ONLY •ANALYZE BOTTOM/INNER LAYERS FIRS AS'INDICATEO BY"BL" IF POSITIVE THEN STOP ANALYSIS OF OTHER LAYERS Sample.# Material.Descrl tion Qu ntit Cond ;Honig. ID Floor/Room Location Description Y NOB Time Sample Lab# Color in.SOW? Fr{ab{e? Collected: Lab.Results. CA 2 b A/Potg ` C/o 2 1. I, CHAIN OF CUSTODY SAMPLED BY: TRANSPORTED BY: RECEIVED BY;: ANALYZED:'BY: Spaces Occuplod?Prlttt Sign _ Spaces Operating?: Date G' Access issues? p Matorlat Codes AP=acoustical pies{er,8G=brown coat,®F=base gashlnq,'UUR=bulitup roogng,'C8=cove base,CBM=cove base masdc,CF=curb gashing,CFT=ceramic floor Itie,.CM= met ma —t� padding mastic,CPT=carpet tile meat.GT=celling tile,CTM=CT mastic,CWT=ceramicwall tile.FR=fireproofing,JCCjoinl compound,JT=joint.la o LG=lev iin p st c,.CPM carpet p p P , e g compound, PL=plaster;PP=pitch pocket; WPA=wail peperaadhesive,PI oP I e InsUlatlonbePr iss anal,SP=sound roofin ,TP=tarpaper V8=vapor barrier,VC:T=vinyl Moor tile,VCTM=VCT mastic VSF=vin 'sheet goorin W = 1A q, B wallboard, p P PI pipe gttlrig.Insulallon,FG='fiberglass line ALL OTHER I)ESCRIPTIONS.MUST SE.WRITTEN OUT ii 09: . 1.'1�1L d UN ON NUJ 07083-16 7 4.SOX 1597 I L L l> C O N$U T l N tET EPl IONE;$08 688 7006-FAX ODH85.2E36 ARS Restoration ' j Specialists INVOICE OATE 0411 1/97 110 bid Town house Road 36voice No: 24514. South Yarmouth, iu#A 02664 JOB NUMBER M34020 Peter Barton RUCHASEORDER 1 IiVVbl E TOTAL: DUE UP014 RECOPT 800 Bearses Way','Unit5EE, Hyannis,MA-Asbestos Sampling t. DATE UhDITiNAME RATE. El99ANTITY TOTAL 4/412017 Asbesitos Investigator 720.00 #Sii#t 0.50 41412017 Asbestos Project Management 100.00 tHour 50 $360.00 414/2017 Bulk/final sis PLM k $50.00 i Y t ? 18.00: f'Sample'. 3.00 $54.00 4R12017 Asbestos;Letter report 25.0.00 Flat 1.00 i $250.00, 7'tataI tl:9s;tnvoiee _ $714.0 t - • B I y 7 4' 4 r. a g t 4 F Please Remit To Hiilmann Consulting,LI_C x Accounts Receivata! ,PO Box 1597, Union, NJ 07a83-1?597 s E;derat Tax I©#27;1592884 t/isit'Our Website at vmm hillrnannconsulting.com 4 ---------------- __. t f ' i f E � E FI f j f j } E p 1 I n f ; E ' 1 t, f � I f i Massachusetts Department of Public Safety I Board of Buildtn g Regulations and Standards License:CS 1031 ,.1 Construction Supe 'sor JASON R FREITAS I 4 5 MC INTOSH DRIVE A TAUNTON MA 0278?t fi - 5� G 11 IV/ A; j EXplPatlOn � Commissioner 06/1312018 P Ifiee of.Consumer VIIiirs&Business Regutaiion hOME IMPROVEMENT CONTRACTOR Registration, L6438r _7Ype: ExpirahanQ=3/20$ Supplement Car ;�. t t A R S SERVICES { 'ARS RESTORATION SP'E IAL S7S q JASON FREITAS x— t. 38 CRAFT S f NEWTON,MA 02458 Undersecretary I. f � J _ 1 , i {� E i i+ t t �s b� 1 _ i rE i Construction Supervisor Restricted to: 1 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet:(991 cubic meters)of t i enclosed space. I f z { Failure to Possess a currentedition of the Massachusetts _ State Building Code is causeJor revocation of this r i DPS Licensing infonnation'visit:WWW,MASS.GOV/DPS r 7 i cry I. t I ►strat►on valid for individuali►sc only � ;License or reg' "owdsRe utation before the exPlist' Affairsxand Business n tg Oftice of Gousu su►te 5i0 l0 Patkplaza, 3 lylp 07116 .. `Boston, jj N- lid W i ►outs►gin nture � a 3 i ARSSE-1 OP ID:SH CERTIFICATE OF LIABILITY INSURANCE DATE 0611612o17(MMIDDIYYM THIS CERTIFICATE IS SUED AS A MATTER OF INFORMATION ONLY AND RIGHTS UPON THE CER__FTIFICATE HOLDER. THIS CONFERS NO RIG CERTIFICATE DOES NO 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 pollcype5)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 C Rodman Insurance Agency,Inc. NAME:; 145 Rosemary St.,Bldg.A! PHONE! AIc No E :781-247-7800 Needham,MA 02494-3238 E ac No:781444-0090 Evan Tobasky AODRDDR Ess: INSURERS)AFFORDING COVERAGE NAIL 0 INSURED INSURER a':The Hartford#30104 ARS Services Inc ARS Restoration Specialists INSURER B':Beacon Mutual Insurance#24017 38 Crafts St INSURER C: Newton,MA 02456 INSURER 6': INSURER E: i INSURER F. COVERAGES I CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATi 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. ADM ILA TYPE OF INSURANCE IN SO POLICY NUMBER MMID MOMMprrfYy LIMBS COMMERCIAL GENERAI LIABIL Y • EACH OCCURRENCE $ CLAIMS MADE OCCUR q N PREMISESJEaoccurrence) $ i MED EXP(Any one person) $ s GEN'L AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY $ 1 POLICY 0 PEO ©LOC £ GENERAL AGGREGATE $ J PRODUCTS-COMPIOP AGG $ OTHER: AUTOMOBILE LIABILITY Ea COMBINE SINGLE LIMIT $ ANY AUTO (f BODILY INJURY(Per person) $ ALL OWNED SCHEDULED s AUTOS AUTOS BODILY INJURY Per accident $NON-OWNED ( ) HIRED AUTOS AUTOS PROP TY DAMAG 11 Per accident) UMBRELLA LIAR $ OCCUR 1 EXCESS UAB i EACH OCCURRENCE $ CLAIMS-[v1P.DE AGGREGATE DED P.ETENTIOfJ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY X STATUTE ER 17TH A ANY PP.OPRIETORIPARTNERIEXECUTIVE YIN 7H684009(MA) OFFICEWMEMBER EXCLUDED? ® NIA 09/24/2016 09/24/2017 EL.EACH ACCIDENT $ 1,000,00 B (Mandatory Jn NH) 0000064630(RI 09/24/2016 09/24/2017 E-- It yes,describe under E.L.DISEASE to EMPLOYEE $ 1,000,00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1,000,00 DESCRIPTION OF OPERA7IONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule.may be attached if more space is required) CT Work Comp w/The Hartford #9972M310 9/24/16-17 lmil/imil/imil Work Comp w/NCCI #NHARP300503 9/24/16-17 imil/lmil/lmil CERTIFICATE HOLDER I CANCELLATION ARS— SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ARS Services Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELWERED IN dba ARS Restoration ACCORDANCE WITH THE POLICY PROVISIONS. Specialists LLC 38 Grafts St AUTHORIND;REPRESENTATIVE -Newton,MA 02456 V 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The-ACORD name and logo are registered marks of ACORD A f ) t k � 4 4 f E i b ARSSERV-02 CWOODSIDE CERTIFICATE OF LIABILITY INSURANCE DATE(MWaoNyy"' 9/2212016 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 BYTHEPOLICIES BELOW. THIS{CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING 1NSURERM),AUTHORiZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy{iss)must be endorsod. if SUBROGATION IS WAIVED,subjact 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 endorsements. PRODUCER License#1780862 CON raa. HUB International Now England aONe' Paul Ruozzi 600 Longwater D rive -lac-uo ,(781)792-3286 are No NOYWO11,MA 020614146 - SMAiL " } ADDRESS: ,aul.ruozd0_hub1nternaH nal,com - 1NSUR@RIS)AFFORDINGCOVERAGB NAICH - rNsulusD INSURERAeNautilus insurance Company 17370 INSURERB.Commerce Insurance Company 34754 A.R.SlServices,Inc. muRERc4-lartford Fire Insurance Company 19682 38 Crafts Street x D - i INSURER New!in,MA 02458 -•-... .-.� _-.. INSURER E : INSURER F:4 COVERAGES CERTIFICATE NUMBER � REVISION NUMBER: THIINDICATED. IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLJCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMF_NT; TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 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 CLAitvIS. ISR TYPE OF INSURANCE A MVDD EFF P Y P LIMITS POLICYNUMBER A X COMMpRctAI..GENERALLiADB,ITY a 1 # EACH OCCURRENCE 11 2,000,000 CLAIMS-MADE 000CUR X X ECPO163788yj6 09IM2016 0912412017 b� s 100,00 X BtiPD Ded;$10,000 _ X PollutionMab CPL ' MED1 onatrersar0 s _,s,000 PERSONAL&ADVINJURY $ 2,ODO,DOD GEt�'LAGGREGATELI APPLIES PER y GENERAL AGGREGATE 2,OOD,OO POLICY MI,IECT []LOG 1 I 11 OTHER PRODUCTS-PRODUCTS 2,000,00 �. AUTOMOWLEUABLfUYY -$ Eaaxid�S G L IT S 1,000,0 X ANYAUTO f X X 16MMCBGBJWM 0912412018 09124/2017 BODILY INJURY(Perpman) S X AUT003 { St�1EOULED AVr09 ? BODILY INJURY(Per uddM) S k)iIREMDAUrOS1,, X NON-OWNED CSLALUIB X OCCUR `AUAe I EACH OCCURRENCE $ 6,000,000 CIAMS•MADE X X FFX153788816 09/24/2016 09/24/2017 AGGREGATE6,DOp,000 Ri13'ONSMPENSAnON PER OT S AND CMPLOYERT LIABILITY FI-Yrk '' ST TUTS ANY PROPRIEYORIPARTNER/EXECUTIvE l E.L.EACHACCIDEM' ' $_ OFFICEWMEMBER EXCLUtrEDa R f A If dloryidNN)and ' ELDISEA C-EAEMPLOYE y Uqq�esv,,descdhd under i _ g DE. PTIONOFOPERATIONShelaW i F1.DISEASE-POLCYUMIT 5 C Property(Ballm6 no 08UUMRO6639 0.0124/2016 09124/2017 $95o,00o Blanket i DESCRIP'noNOFOPERATIONSILOCA11ONS1VEHICLES(AGORD161,AddRtana)Remaiks5ahedate,mayheaUadhediP more spaaeJstaQulred) I CERTIFICATE HOL 5R CANCELLATION f i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE A.R.S.Services,inc THE EXPIRATION DATE THEREOF, NOTICE WILL SP DELIVERED W (Evidence of Coverage Only) ACCORDANCE WITH THE POLICY PROVISIONS. 38 Crafts Street Newton;MA 02458 AUTHORIZED REPReaENTAmvp 1 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25120141011 Yhn Ar;r1Rh namsa anrd Innn .,i Annon 5 American Properties Team, Inc. 0 /r . { a - June 16,2017 Mr.Paul Roma Building Commissioner 200 Main Street;Hyannis,MA:02601 i t Re: Cape Crossroads Condominium,Units 5EE&5EC Authorization for ARS Services to Perform Asbestos Abatement j 1 Dear Commissioner Roma: This letter is to confirm that Cape Crossroad Condominium Trust has hired ARS Services to perform all necessary asbestos abatement at The Cape Cross Roads Condorrunium located at 800 Bearses Way,Hyannis, MA in units 5EE and 5EC. Please accept my sincere apology the permit was not pulled in advanced. I was under the impression it was done. ARS has previously obtained the approvals from the Department of Environmental Protection(DEP) and is overseeing the project on behalf of the Trust. If you have any questions or concerns please do not hesitate to contact me directly at 781-258-7077. f `i i Sincerely, ' f Anthony Collettil RPA,FMA,LEED Green Associate Portfolio Manager American Properties Team,Inc. As Agent for Cape Crossroads Condominium i CC: Board of Trustees { I { 500 WEST CUMMINGS PARK•SUITE 6050•WOBURN •MA•0180i•781932-9229 •FAX 781.935.4289 i a The CommomveaWt fit, sadtFf.*efY- i S�zs:w�► J��l�'�IPdP,FZ�lt��t.,Fl�TFsITI�s�CCl�ef'� — e of mw-Tdga3iv= 600 Washiugtou..�ireet Bastoaa MA 02111 ' inin L7}mamgorldia K Warlmrs' Cu penmfimt Inmrance Affidav&' Bmgder-,lCantractarsMect dcian siPbombers AuuUcaidInfm=tkn ae PleasePkint NBInL'31�$ncinRficll[�so JG r yG L e s , Address Se G r,*Itbo M4 P q I �= no Ye Axeyate an empti er?cIr€cktheapprgaiafebt� ' T f project L L�� I anY a 1 ufi � ❑I am a general con��r and I Type o Fr ]ect r d)= employees(2311 andfor part-fime * ]lave tilted the s fr-caakcat�Eos 6. Ide�v oanstxmrtiori 2. I am a sole proprietor orpartaee- lisfed onthe,attached sheet 7 ❑Remo strip and have no employees Tree smb-confractars hake 8. leemalifioa wor9dng farms in any capacity. employees and have wodmrs' g. ❑Buildiag addifi oa LN4 WP&05& carp.insu ante comp.k=ran l require&] 5. We are a corporafiou and ifs 10.❑Ele#iral repairs or addstF-.ous 3-❑ I am a bomeor mer doing aA work. officers have exercised then 1 L Q Plum biagrepairs or additions seli:No vkksts' riot of e=mpfion per MGL ir+encanre i2qIIifted-]i C.M§1(4)6 andwe have no UE]RDofrepairs .employees-[No wodoe& 13_❑other camp.ice reguired.I •$nyW5=1tffiatcbedksbaxR— RIsnSIlrnrttheswdoabgaws&omnzdir ri i woff;m �pws ffPoyc uab yiafams . * 1 Hi3meaoraers Who sa}mm t d9s i—d---g&E!Y Rm dGi g unwc*mi tfumbff a autside coatncmrsawst submit a new aTula-t indicariat such- fCaatm t=ffMmtcbPr1H%fzbearMastattadseim[additiaasisheeY sboufmgtheazmeofthesub-csmtrzctDm ndstetewhethetarnot7ffimeeaddeshsee emp9DyePs.Ifthesabtaatradaarbzse emgtvfets,Efieyamsipms�det3e:ir trarkea'imp.paTi�atmeb� .Taw all errtpla)r ffurtfspratadir�;aarkim,compertsrdfart inutrance for try*la TL4'ees Befviv isAepoiicy cmd job site informatiam Insurance company Fame: �1 ✓� 4�" •Policy;�or Self-ire I.ic_� �j/ Cf7���_� �iEatiauDate: � o�y Job MteAdd. j3 d/c [it/AT, �AoHt , M4 cify/Swel�: oil/ Mach a copy of-the workers'compensatioapolicy-dec arathm/page(shaving the policy number and empiration d afte). Failure to semen coverage as regdwed.under Section 25A of MGL c-157-can lead to the imposilim of criminal penalises of a firre up to S l O G sad;ar y as well as civil penalties is the form of a STOP WORK ORDER and a fine, of up to�0-DO a day agaitst vio r. advised tliat a cape of this statement.maybe fari�rarded fG the Office of ImesfFgataons of the DIh for- ge t�catia� Ida hereby cedifjv rfa YeSTIT& flratf7is&formatiou prm rW abmw h;trans and carved giu�atrFra- Date:Phone i � Off- d use wiTy4. Da met o-wrRe in this area trt be cmanpkted by clip artmim rjgL-iat F or Town: PerruWUceme 4 juning.4m*=4(ca&one): L Board of Rzdth BuRding Department 3.#SSyfro zi Clerk 4.Electrical hmpector S.Piumbbiug Inspector 6.Other Contact Person: Dhow#: — -- - - 6 -Infotmation and lastruefiolas Lfissachusztts Getere al Laws chapter 152 req=m aIl=&Y=to pRMffZ Wd!kr&eompensation for their eEOPIoyees_ p �this ,an�Inye�is defined as�.VV=ypersoniM ffia S=Vice of anothex oral=any colract ofhirc, express ar i3MPH06,'oral or Vrh=f An Moyer is defined as"aa inX�Par[n�sh�,asso�aiion,coxPorat<on or ot3 IegaI y,or any two or more of ilia fre lm-g tiie legal=eemh of a deceased employ'.1131 gg e cd receiver or trastee of an individual,pa tl=hip,assoezafton or oil Iegal entity,eoigl°ymg�PI°yee HoWeYer tha owner of a dweIIing horse having not more free apartments andwho resides therein,or the octet of the- dwelImg horse of another who employs pis to do mahtmm=,rr,nef rrsr►i an or repair wade on such dweIIing house or on.the gm=& or bmldmg app fhercb 9nRnotbecayse of Bach employmentbe,deemed to be an employer-" M(sL clzapt�r I52,§25C(�a]so states that¢eYery state o r Io cal Rcensnng agency shall�ihoId$ie issuance ar renewal of a$cerise or permit to operate a bBssiness or to constracf bm7dings is the�mmonvPealth for any applicantw•ho has notprodnced acceptable Vdd=[=of cdmpT�ance with the 4r,carancetcoveXagereq -„ AdditionaIly,MIL cater 152,§25dM stafes-Neither iiie nor guy ofits political subdivisions shall enter into any contract for the �pand ofpubli c woIk Mtl acxepfable evidence of mmPlimcewifji a insmmce rt:gim e s of this chapter have Been preseutcd to the mnf,�.anfhoz�ty_" AgpIic�ats . Please fa onf the wozlans'coz?msaiion affidavit completrly,by checImg the boxes that apply to yoM-dbMfion and,if nerxssaiY.�PPIy sob-ca�rastor(s}name(s), addiess(es)andPbonennmber(s) aIongVIath=Cmt'fcafe(s)of y=atDd Lnbi7iiy Companies(LLC)or Limited Liability-P s(LU)WIELno=3pLyccs ot'h=ffN=the members or pis,axe not rimed to cagy wa dcm-e campensafion msmmce-.If m LLC or LLP does have employers,apolicyisrDtdred- Beadvisedt7adthisa$tdmykma3rbesnbmittr�dtnthoDepa-tmentof Elffin rW Aceid=Js for confnmaf=of ins>aance coverage ATsu The sure to sign and date the affidavit The affidavit should be r�t[aned to'$e city or town that the application for the pest or license is being request,not the D epartmeaf of T„rh,�t,ta1�4�cidenis Sl�ovldyott have aa5r moons'egg fjie law or dyon ore requn ed in obtain a workers' aniessbovld estthea conspensatimpofiey,pimsecaIlffioDep.Omeofatthennmbealit'dbelow: Self-insured�P s elf-insarancm license number on the appivpaate line. City or Town OfTcia7s f Please be sore that tiie affidavit is camplet$andpriotcd.Iegibly. The Department has provided a space at the bottom of the affidavit for you to fill DIA in the event the Office oflnvesbgai%o_rs has to co�actyou regarding the applicant Please:be store to fill in the percr tl ce�nse mtmber which.vM be used as a recce n�ber: In addition,an applicant that must sabmti multiple plicense appIitEians in any&tven Year,need only submrt one affidavit indicating cuagnt Or policy it ation(if nt y)and under"lob�A2&ese$e applic�should write n locations ri (fy f town)_"A copy of the;affidavit that has bees officially stamped or marked bythe city or town may be provided to fl�C " applicant as pmofthat a valid affidavit is on file for fatm-e'p=Mi!or licenses_ Anew affidavit nni.st be:filled Olt each year.Where a home owner or citi=is obtLbjing a Iicense or putt not related;tn any business or commercial vet (ie_a dog license or peomit to bum heaves etc.)said pegson is NOTi to this affidavit Tie Office of Invesfigaflons would hke to thank you is advance for your coop=z im and shouldyou have any Turco, please do nothesitai to give Ts a cal The Dep7tmme,,address,telephone and fax=ber_ TI3a CG=MMWWSibE ofI�h - mt of �AoDidenta M=of luvad?ntio= Tel.4 61�' -49W�t 4-06 w 1477 MA - Fax#a7 727-7M IZ.evised¢24--07 gpVIdiR. rSEJ ••T� 'E i Pa a#1 r m+ ytt. a•"" ',s '-. iN+ V+x, x��,�n —i� � �- � �p:'"`a�.. i.. � "sV�!�W���� to,�xrd. s•; APPRAISAL OF REAL PROPERTY KI �,:. �<• ram:, '* �; ,r����"`�� �.-: ^ �,, � ��'. v e h, °u � =+g y C i LOCATED AT 93 Hawes Ave Hyannis, MA 02601 Barnstable Deed: B.29939/13.126 FOR Robert Glover 171 Rt. 149 � Marstons Mills, Ma 02638 OPINION OF VALUE < $1,332,200 ` r gar AS OF ED 9/16/16 BY William:Wool d Wool Appraisal Services PO Box 1140 � _ Cotuit, MA 02635 508 428 62.02 acapeappraiser@comcast.net + a a s= Form GA2V-"TOTAL"appraisal software by a la mode,inc.-1-800-ALWODE FROM: Pa a#2 Wool Appraisal Service P.O Box 1140 :INVQICE ,DATE 'REFERENCE Cotuit, Ma. 02635 Hawes93 � 1V 'j 4 93 'ED 9/16/•16 Hawes93 Ph. 508 428 6202 ` TO: Re: Glover, Robert ,'. Robert Glover 171 Rt. 149 171 Rt. 149 Marstons Mills, MA 02638 Marstons Mills, MA 02638 ,j;;pR �' :`{ � t ro � t• ,' "$� ^r a 5;t ak�t � alas� m x e = r� $' a�� a �. d DESCRIPTION, , z 'f" t # N £ 1} f"""` dx°« Fu , .� h" < " " ,;, a1.AMOUNT " ' . ,h r tx �y 93 Hawes Ave 1,050.00 Paid Ck.#14175 -1,050.00 - SUBTOTAL ;$ 0.00 Rate % ADJUSTMENT $ SUBTOTAL :$ 0.00 Rate % ADJUSTMENT $ SUBTOTAL $ 0.00 TOTAL $ ; ''a V 0 00tj , "'p�, rt le'Sf$` ' .7ttfr.ci�Y.a' P`n4 1'Y4 9s #rraTHANK'YQUU,tSR'Y MUCH FOR,§YOUR,�USINSS� �, s.. � 1 �. -, .z ,a.- ..-� n .'� 1� f ".�,B Ur,�a "4.,a d dsd�:�«°4e 2'a..W'�"T' E, n,a a"�� •'a..'p,. i E` a'� .�.3r� �?;,yuw. Wool Appraisal Services Form NMI—-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE r * , Pa a#3 Owner 3reig, HenryFox II&Tamasine ConwayGreig File No. Hawes93 Property Address 93 Hawes Ave CdY H annis County Barnstable State Mq Zip Code 02601 Client Glover Robert TABLE OF CONTENTS CoverPage...................................................................................................... ................................................................................................................... 1 ServicesInvoice,Legal Size................................................................................................................................................................................................ 2 Tableof Contents..............................................................:..............................................................................:........................................................:.:....... 3 Letterof Transmittal........................................................................................................................................................................................................... 4 Agreementfor Appraisal Services.......................................................................................................................................................................I.,............. 5- SubjectProperty Description.............................................................................................................................................................................................. 6 Statementof Valuation.......................................................................................................................................................:............................................... 7 Summaryof Salient Features.............................................................................................................................................................................................. 8 USPAPIdentification........................................................................................................................................................................................................... 9 GLBAct Privacy Notification............................................................................................................................................................................................... 10 GPResidential Certifications Addendum............................................................................................................................................................................. 11 GPResidential.................................................................................................................................................................................................................... 13 GPResidential..........................................................................................................:......................................................................................................... 14 AdditionalComparables 4-6............................................................................................................................................................................................... 15 GPResidential.................................................................................................................................................................................................................... 16 Above-Grade Building Sketch............................................................................................................................................................................................. 17 HyannisGSI Map................................................................................................................................................................................................................ 18 SubjectLocation Map......................................................................................................................................................................................................... 19 SubjectPhotos.............................................................................................................................................................................................:...........:......... 20 SubjectPhotograph Addendum..............................................................................................................................................................................:........... 21 SubjectPhotograph Addendum.......................................................................................................................................................................................... 22 SubjectPhotograph Addendum..........:..................................................................:............................................................................................................ 23 SubjectPhotograph Addendum.......................................................................................................................................................................................... 24 SubjectPhotograph Addendum............:.............................................................................................................................................................................. 25 SubjectPhotograph Addendum.......................................................................................................................................................................................... 26 SubjectPhotograph Addendum.......................................................................................................................................................................................... 27 SubjectPhotograph Addendum.......................................................................................................................................................................................... 28 SubjectPhotograph Addendum.......................................................................................................................................................................................... 29 ComparablePhotos 1-3...................................................................................................................................................................................................... 30 ComparablePhotos 4-6............................................................................................................................................................................:........................ 31 ComparableSales Location Map........................................................................................................................................................................................ 32 Deed-Page 1 .......................:............................................................................................................................................... ....................................I...... 33 Deed-Page 2...................................................,.................................................................................................................................................................�'34 Deed-Page 3.................................................................................................................................................................................................................... 35 i Form TOCNP-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Pa a#4 Wool Appraisal Service P.O. Box 1140 Cotuit, Ma. 02635 ' Ma. Cent. Res.#70102 April 21, 2017 Robert Glover 171 Rt. 149 Marstons Mills, MA 02638 Re: Property: 93 Hawes Ave Hyannis, MA 02601 Client: N/A Hawes93 In accordance with your request, I have appraised the above referenced property. The report of that appraisal is attached.This assignment represents a Retrospective Effective Date, all information and analyses are determined from research and inspection. The purpose of this appraisal is to estimate the market value of the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership.The intended use is to support the Client and/or Intended User with valuation for Permit requirements. The report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and municipality and an economic analysis of the market for properties similar to the subject. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The value conclusions reported are as of the effective date stated in the body of the report and contingent upon the certification and limiting conditions attached. It has been a pleasure to assist you. Please do not hesitate to contact me, if I can be of additional service to you. Sincerely, William Wool Ma. Cert. Res.#70102 Expiration: 10/17/2017 Wool Appraisal Services Pa e#5 File No. Hawes93 MENT A, PR S� 1. PARTIES Robert Glover Client hereby agrees to employ William Wool Appraiser 2. PROPERTYlocated in Barnstable County,State of MA legally described as: Barnstable Deed: B.29939/P.126 ADDRESS 93 Hawes Ave hereinafter called Property. 3. APPRAISAL REPORT. Appraiser agrees to prepare,in writing,an Appraisal Report in conformity with any professional organizations to which Appraiser may belong with a final conclusion as to value. The purpose of this appraisal is: ❑ Purchase Sale Estate Tax Lessee Insurance Ad valorem Tax Mortgage Financing Condemnation X General Information Other Building Permit requirements 4. INTERESTto be appraised shall be X Fee Simple Leasehold Leased Fee Other 5. COMPLETIONof the appraisal shall be by 4/26/2016 subject to unforeseen circumstances or conditions beyond the control of the Appraiser. The number of copies to be prepared is 2 copies: 1 to Client& 1 for Intended Use(Bldg. Dept) 6. PAYMENTS FOR SERVICES: ® AGREED FEE Client agrees to pay Appraiser a cash fee of $ $1,050.00 HOURLY-PER DIEM Client agrees to pay Appraiser a cash fee of $ per hour day for time expanded on Client's behalf,to an estimated maximum of $ X EXPENSES Appraiser shall be additionally paid usual and necessary expenses for the following Data acquisition costs if not in normal course of retrieval*travel and lodging as required for conference and/or litigation requirements To be billed at end of month applied X LITIGATION. In the event Appraiser is called upon, voluntarily or otherwise, to testify in court or deposition regarding the Appraisal Report herein,Client agrees to pay an additional sum of $ 155.00 for each Hour or portion thereof. plus Appraiser's usual and customary expenses. X CANCELLATION. If this agreement is cancelled at any time prior to the delivery of the Appraisal Report, Client agrees to pay.a fee of $85.00 per hour for work completed toward the finished product. RETAINER fee in the amount of $ is payable to apply toward the total fee herein. All sums due hereunder shall be paid on delivery of the Appraisal Report to Client, and are payable in the County of Appraiser's principal residence. The Appraiser's fee is in no way based.on the final value estimate of the appraised Property, and all sums hereunder are due and,payable regardless of the amount of the final value.estimate. In the event it is necessary to employ an attorney to collect any sums due herein,Client agrees to pay reasonable attorney's fees and court costs expended by Appraiser. 7. AUTHORITY. Appraiser and his subcontractors are hereby authorized to make on-site inspections of subject property at all reasonable time to obtain supporting property data, including but not limited to: Building plans, plats, deeds, legal descriptions, abstracts, income and expense data, leases, options. Further to interview Client's attorneys, accountants, managers, agents, present and prospective tenants. To be furnished copies of relevant information, to copy same and use as documentation for the Appraisal Report. To obtain such information that in the Appraiser's judgment may be relevant to the appraisal. CLIENT'S AUTHORITY to execute this agreement is hereby warranted, and that client is either owner of the subject property or has authority of the owner to enter into this agreement. 8. CONDITIONS. The Appraisal Report shall be subject to Appraiser's conditions and limitations standard form or as shown on attachme hereto. The Appraisal Report will be prepared for the sole and exclusive use of the Client, and shall not be reproduced, printed or distributed in any manner without written consent of Appraiser, as it consists of "trade secrets and commercial and financial information" which is privileged and confidential and exempted from disclosure under 5USC(b)(4). 9. WARRANTIES AND INDEMNITY. Appraiser does not make any warranties or guarantees of any kind regarding the condition of the propert sufficiency of title, areas and boundaries, mechanical and structural conditions of the improvements and with the agreement that the Appraisal Report represents Appraiser's opinion of value only, without any warranty that the property will sell for the appraised value. Client agrees to indemnify Appraiser, his employees and independent contractors from all claims, suits and charges of any nature that may arise out of this agreement. 10. ADDITIONAL AGREEMENTS: An hourly fee of$85.00 per hour shall be charged for services subsequent to the submission of the report,that would not be inclusive with deposition and or Expert Witness activity for Litigation Support.Any revisit to the site or the report constitutes Additional Services,if addressed within the report. Thank You for your Business. Executed in duplicate originals on this day, August 21 2016 i Robert Glover William Wool Client Appraiser 171 Rt. 149 PO Box 1140,Cotuit, MA 02635 Address Address 508 280 5552 508 428 6202 Telephone Telephone Form AS1 "TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Pa a#6 Subject Property Description File No.Hawes93 IOwner Greig, HenryFox II&Tamasine ConwayGreig Property Address 93 Hawes Ave city I ' Hyannis County Barnstable State MA Zip Code 02601 Client Clierrt Glover Robert The Site encompasses.25+-acre with indigenous vegetation, located on the South side of Hawes Avenue in the Village of Hyannis with frontage on Nantucket Sound with beach area, having immediate access to saltwater amenities of Nantucket Sound and Hyannis Harbor. The subject site had been improved with the existing Colonial style house circa 1945.The property is located in the very active Hyannis shopping, recreational and cultural center, considered the hub of Cape Cod. Access to the Subject site is accomplished via Ocean Street to Hawes Avenue. The subject is typical of existing residential improved properties, having Cape Cod and Contemporary designs also. All determinations are from by Interior and Exterior inspection on site and neighborhood perusal. Input from on site Professional participants is deemed reliable. Title is held in Fee Simple Interest by Henry Fox Greig II and Tamasine Conway Greig. See attached Deed Documents. -General Purpose Residential: Site Description Commentary:The subject property conformed to zoning at the time of subdivision and could be replaced if destroyed within Town by laws. No adverse easements noted. Zone RB- Zoning requires 43,560(1 acre)s.f. minimum upland area with 20 linear feet of frontage-Residential single family. The Subject is connected to the Municipal Sewer facility. No adverse easements or encroachments noted. The site is served with a municipal water supply and is typical. •General Purpose Residential: Reconciliation: Sales Comparison Approach is the most reliable indicator of value and is typically supported by the Cost and Income Approaches. The Cost Approach indicates a stabilizing market for existing homes in an area not experiencing new home growth. The Income Approach supports the valuation analysis of the Sales Comparison and Cost Approaches. Many rental agreements are conducted by homeowners and do not disclose contractual information regarding rates. The land value in the Cost Approach represents 89%of the total appraised value, reflecting the GLA of the house and the site location. •GP Residential: Cost Approach-Comments on the Cost Approach GLA is calculated from measurements obtained from inspection and is approximate with deviations having minimal/no significance to value.The land value estimate in the cost approach is derived from extraction and Land to Improvement ratios. Replacement cost new is calculated from local costs and Cost analyst vendors. 40.00%physical depreciation is based on the age-life method with a 50 year economic life. This is an estimate.Actual costs would require a qualified . construction cost estimator familiar with the Economic area and a Massachusetts Licensed Building Construction Supervisor in agreement to build. Otherwise, all calculations are speculative until proven. •GLB Act Privacy Notification: Participants in the Client relationship that an Attorney would be required to supply a copy of the report to. The appraiser does not authorize any party or parties to disclose any portion of this report or its content to anyone not associated with the requirements of the Intended use for which the report is developed. Unintended users are prohibited from access to the report without the Appraiser's written consent. •GP Residential: Description of the Improvements-Additional Features Rear patio on oceanfront. • Letter of Transmittal: FLD16 In accordance with your request, I have appraised the above referenced property. The report of that appraisal is attached. This assignment represents a Retrospective Effective Date and in"as is"condition.All information and analysis are determined from research and inspection. The purpose of this appraisal is to estimate the market value of the property described in this appraisal report, as improved, in unencumbered fee simple title of ownership.The intended use is to support the Client and/or Intended User with Current valuation for renovation permit process. The report is based on a physical analysis of the site and improvements, a locational analysis of the neighborhood and municipality and an economic analysis of the market for properties similar to the subject. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. The value conclusions reported are as of the effective date stated in the body of the report and contingent upon the certification and limiting conditions attached. Floor Plans rendering:The Floor plans presented are from Architect plans due to in process renovation and Appraiser measurements and are retained in the Appraisal workfile. It has been a pleasure to assist you. Please do not hesitate to contact me, if I can be of additional service to you. / Form SUP-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE e Pa a#7 Statement of Valuation File No.Hawes93 Owner Grei HenryFox II&Tamasine ConwayGreig eftss 93 Hawes Ave City Hyannis Count Barnstable State MA Zi Code 02601 Glover`Robert April 21, 2017 To: Client: Robert Glover-Builder Intended User: Robert Glover Re: 93 Hawes Avenue Hyannis, MA 02601 Dear Client&Intended User: This appraisal report contains an opinion of Current Value(Effective Date-9/16/2016)in reference to the property located at 93 Hawes Avenue, Hyannis, MA., henceforth referred to as the"Subject Property". The Intended User of the report is as designated above. The Intended Use is to assist with Valuation utilizing a credible opinion of Fair Market Value of the Subject property as of the Effective Date. **No other Intended User or Intended Use is allowed for this appraisal report. All specific data is considered classified and confidential by this Appraiser,which extends to the Intended User, other than for legal affairs reflective of legal representation of the Client Interest.This report is for Renovation valuation consideration only and is not to be considered for mortgage financing, Insurance valuation or any other non applicable and/or stated purposes(Intended Use). Property improvements: >2.0+story Colonial design structure of containing 2097+-S.F.; "AKA-improvement The GLA is by inspection measurement and is considered approximate with minor deviations having minimal/no significance to value. >1st.floor-Living area contains 4 rooms: Kitchen, Dining Room, 1 bedroom, Living Room and 1 full bath.- >2nd. floor-Living area contains 4 rooms:4 bedrooms, 1 full bath. >Full basement is Grandfathered(existing)due to Flood Zone. During the Economic Life(50 years; 1945 Build date)of the Improvements and as of the Effective Date incorporated within the report,the property has evolved to the status of 20(40%depreciation)years Effective age,which is considered to contribute 22%to the overall value, reflective of the land area(.25 Acre-78%-oceanfront), being the aggregate value contributors.A pertinent factor of the existing improvements is that they validate existing conditions of habitability and utility in event of improvement loss from fire or other disasters, and/or desire to upgrade and expand/modify the footprint of the Improvements. The Improvements consist of the existing house.The Improvements are a Grandfathered Use by Town of Hyannis Zoning by laws.All Improvements recorded within Assessor records, indicating occupancy compliance for all intents and purposes Assessed value FY 2017-$1, 441,700; -Land: $1,296,300, Improvements: $153,400 As of following Effective Date,the Value determination after Final Reconciliation is: $1,328,900 >Effective Date-----------,Sept., 16,2016 >,Inspection Date---------April 29,2017 >Value -------------------------- $1,332,200 >Breakdown:Land Value-78%-$1,039,116 >Improvement Value-22%-$293,084 >The valuation adjustment determinations for Final Reconciliation are presented within the Valuation analysis; (Residential Form Report).Analyses and procedures are retained within the Appraiser's work file and are confidential. >Research revealed 44 Comparable properties:with 17 Active, 3 Contingent, 2 Pending and 22 Comparable Sales with similar amenity influence, therefore, value determinants are within very similar properties and comparable amenities in similar Subject Market neighborhoods with similar market area influences. >The Comparable Sales analysis most directly reflects the marketability and availability of similar amenity properties with comparable improvements. William O.Wool Form SUP-"TOTAL"appraisal software by a la mode,inc. 1-800-ALAMODE = ` i Pae#8 i SUMMARY OF SALIENT FEATURES Subject Address 93 Hawes Ave Legal Description Barnstable Deed: B.29939/P.126 City Hyannis • County Barnstable State MA Zip Code 02601 Census Tract 0125.02 Map Reference _ 12700 Sale Price $ N/A Date of Sale N/A I Owner Greig, Henry Fox II &Tamasine Conway Greig Client Glover, Robert Size(Square Feet) 2,097 Price per Square Foot $_168.00 Location Hyannis Harbor oceanfront Age 71 Yrs.Actual Condition 20 Yrs. Effective Total Rooms 7 Bedrooms 4 Baths 2 Appraiser William Wool Date of Appraised Value ED 9/16/16 Final Estimate of Value $ 1,322,200 r i Form SSD-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE. Pa a#9 FCIjent ' GreiffRobertHenry ox II&Tamasine ConwayGrei File No. Hawes93 dress 93 H H an County Barnstable State MA Zip Code 02601 Glov APPRAISAL AND REPORT IDENTIFICATION This Report is one of the following types: ❑ Appraisal Report (A written report prepared under Standards Rule 2-2(a) ,pursuant to the Scope of Work, as disclosed elsewhere in this report.) x Restricted (A written report prepared under Standards Rule 2-2(b) , pursuant to the Scope.of Work, as disclosed elsewhere in this report, Appraisal Report restricted to the stated intended use by the specified client or intended user.) Comments on Standards Rule 2-3 I certify that,to the best of my knowledge and belief: —The statements of fact contained in this report are true and correct. —The reported analyses,opinions,and conclusions are limited only by the reported assumptions and limiting conditions and are my personal,impartial,and unbiased professional analyses,opinions,and conclusions. —Unless otherwise indicated,I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. —Unless otherwise indicated,I have performed no services,as an appraiser or in any other capacity,regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. —I have no bias with respect to the property that is the subject of this report or the parties involved with this assignment. —My engagement in this assignment was not contingent upon developing or reporting predetermined results. —My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result,or the occurrence of a subsequent event directly related to the intended use of this appraisal. —My analyses,opinions,and conclusions were developed,and this report has been prepared,in conformity with the Uniform Standards of Professional Appraisal.Practice that were in effect at the time this report was prepared. —Unless otherwise indicated,I have made a personal inspection of the property that is the subject of this report. —Unless otherwise indicated,no one provided significant real property appraisal assistance to the person(s)signing this certification(if there are exceptions,the name of each individual providing significant real property appraisal assistance is stated elsewhere in this report). Reasonable Exposure Time (USPAP defines Exposure Time as the estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal.) My Opinion of Reasonable Exposure Time for the subject property at the market value stated in this report is: Exposure time.is a Retrospective determination of a probable time factor developed from market research data. Utilizing the available market data, a reasonable expectation.of Exposure time would be 97+-days. Comments on. Appraisal and Report Identification Note any USPAP-related issues requiring disclosure and any state mandated requirements: The Appraiser employed an Extraordinary Assumption regarding condition and floor plan. Being such that the condition and overall quality were as discussed with Client Robert Glover to be with average quality finish and materials of the 1980s era.The property had incurred water.damage from a burst water pipe and had started repair when listed(Listing agent). APPRAISER: SUPERVISORY or CO-APPRAISER (if applicable): k/ Signature: Signature: Name: William Wool Name: Certified Residential Appraiser(Principal) State Certification#: State Certification#: or State License#: 70102 or State License#: State: MA Expiration Date of Certification or License: 10/17/2017 State: Expiration Date of Certification or License: Date of Signature and Report: 04/25/2017 Date of Signature: Effective Date of Appraisal: ED 9/16/16 Inspection of Subject: ❑ None_ ® Interior and Exterior ❑ Exterior-Only Inspection of Subject: ❑ None ❑ Interior and Exterior ❑ Exterior-Only Date of Inspection(if applicable): ED 9/16/16 Date of Inspection(if applicable): Form ID14E-"TOTAL".appraisal software by a la mode,Inc. 1-800-ALAMODE Wool Appraisal Services Pa e#10 PRIVACY NOTICE Pursuant to the Gramm-Leach-Bliley Act of 1999, effective July 1, 2001, Appraisers, along with all providers of personal financial services are now required by federal law to inform their clients of the policies of the firm with.regard to the privacy of client nonpublic personal information. As professionals, we understand that your privacy is very important to you and are pleased to provide you with this information. Types of Nonpublic Personal Information We Collect All information collected in the Scope of Work is considered either General or Specific Data and is typically available in the normal course of business.The data is not provided to any data collection service agencies from this office. Parties to Whom We Disclose Information Participants in the Client relationship that an Attorney would be required to supply a copy of the report to.The appraiser does not authorize any party or parties to disclose any portion of this report or its content to anyone not associated with the requirements of the Intended process for which the report is constructed. Unintended and unidentified users are prohibited from access to the report without the Appraiser's written consent. Confidentiality and Securi#y The appraiser abides by the Standards set forth within the USPAP. i Form PRV LG-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE ` Pa a#11 Hawes93 Assumptions, Limitin Conditions & Sco a of Work FileNo.: Hawes93 '?I Property Address: 93 Hawes Ave City: Hyannis State: MA Zip Code: 02601 Client: Glover Robert Address: 171 Route 149 Marstons Mills MA 02648 Appraiser: William Wool Address: P.O. Box 1140 Cotuit:Ma 02635 STATEMENT OF ASSUMPTIONS&LIMITING CONDITIONS -The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it.The appraiser assumes that the title is good and marketable and;therefore, will not render any opinions about the title.The property is appraised on the basis ;A of it being under responsible ownership. The appraiser may have provided a sketch in the appraisal report to show approximate dimensions of the improvements, and any such sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size. Unless otherwise indicated, a Land Survey was not performed. If so indicated,the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other I data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. -The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. If the cost approach is included in this appraisal,the appraiser has estimated the value of the land in the cost approach at its highest and best use, and the improvements at their contributory value.These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. Unless otherwise specifically indicated,the cost approach value is not an insurance .Y value, and should not be used as such. The appraiser has noted in the appraisal report any adverse conditions (including, but not limited to, needed repairs, depreciation,the presence of hazardous wastes,toxic substances, etc.) observed during the inspection of the subject property, or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report,the appraiser has no knowledge of any hidden or unapparent conditions of the property, or adverse environmental conditions (including, but not limited to,the presence of hazardous wastes,toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and r' makes no guarantees or warranties, express or implied, regarding the condition of the property.The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards,the appraisal report must not be considered as an environmental assessment of the property. ' -The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. -The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. -If this appraisal is indicated as subject to satisfactory completion, repairs, or alterations,the appraiser has based his or her appraisal report and valuation conclusion on the assumption that completion of the improvements will be performed in a workmanlike manner. -An appraiser's client is the party (or parties) who engage an appraiser in a specific assignment.Any other party acquiring this report from the client does not become a party to the appraiser-client relationship. Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. -The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public,through advertising, public relations, news, sales, or by'means of any other media, or by its inclusion in a private or public database. -An appraisal of real property is not a 'home inspection' and should not be construed as such.As part of the valuation process,the appraiser performs a non-invasive visual inventory that is not intended to reveal defects or detrimental conditions that are not readily apparent.The presence of such conditions or defects could adversely affect the appraiser's opinion of value: Clients with concerns about such potential negative factors are encouraged to engage the appropriate type of expert to investigate. The Scope of Work includes the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results,given the nature of the appraisal problem,the specific requirements of the intended user(s)and the intended use of the appraisal report.Reliance upon this report,regardless of how acquired,by any party or for any use,other than those specified in this report by the Appraiser,is prohibited. The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work,Effective Date,the Date of Report,the Intended User(s),the Intended Use,the stated Assumptions and Limiting Conditions,any Hypothetical Conditions and/or Extraordinary Assumptions,and the Type of Value,as defined herein.The appraiser,appraisal firm,and related parties assume no obligation,liability,or accountability,and will not be responsible for any unauthorized use of this report or its conclusions. I i Additional Comments(Scope of Work,Hypothetical Conditions,etc.):None noted. ' An Extraordinary Assumption has been applied. Copyright©2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc.must be acknowledged and credited. C 'v H Form GPRES2AD-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Pa a#12 Hawes93 Certifications FileNo.: Hawes93 `4`1 Property Address: 93 Hawes Ave City: Hyannis State: MA Zip Code: 02601 Client: Glover Robert Address: 171 Route 149 Marstons Mills MA 02648 Appraiser: William Wool Address: P.O. Box 1140 Cotuit Ma 02635 APPRAISER'S CERTIFICATION 1 certify that,to the best of my knowledge and belief: -The statements of fact contained in this report are true and correct. ; -The credibility of this report,for the stated use by the stated user(s),of the reported analyses,opinions,and conclusions are limited only by F; the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased professional analyses, opinions,and conclusions. T I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. Unless otherwise indicated, I have performed no services,as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. I did not base,either partially or completely,my analysis and/or the opinion of value in the appraisal report on the race,color, religion, sex, handicap,familial status,or national origin of either the prospective owners or occupants of the subject property,or of the present owners or occupants of the properties in the vicinity of the subject property. -Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification. Additional Certifications: a DEFINITION OF MARKET VALUE*: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: y 1 Buyer and seller are typically motivated; 5 2. Both parties are well informed or well advised and acting in what they consider their own best interests; { 3.A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto;and 5.The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. *This definition is from regulations published by federal regulatory agencies pursuant to Title XI of the Financial Institutions Reform, Recovery, and Enforcement Act(FIRREA)of 1989 between July 5, 1990, and August 24, 1990, by the Federal Reserve System .� (FRS), National Credit Union Administration (NCUA), Federal Deposit Insurance Corporation (FDIC),the Office of Thrift Supervision (OTS), and the Office of Comptroller of the Currency(OCC).This definition is also referenced in regulations jointly published by the OCC, OTS, J< FRS, and FDIC on June 7, 1994,and in the Interagency Appraisal and Evaluation Guidelines,dated October 27, 1994. • Client Contact: Robert Glover Client Name: Glover, Robert E-Mail: Address: 171 Route 149 Marstons Mills MA 02648 APPRAISER SUPERVISORY APPRAISER(if required) or CO-APPRAISER (if applicable) f Supervisory or Appraiser Name: William Wool ' Co-Appraiser Name: Company: Wool Appraisal Services Company: >st Phone: '508 428 6202 Fax: 508 682 8505 Phone: Fax: E-Mail: acapeappraiser(aD_com cast.net E-Mail: . Date Report Signed: 04/25/2017 Date Report Signed: License or Certification#: 70102 State: MA License or Certification#: State: Designation: Certified Residential Appraiser(Principal) Designation: Expiration bate of License or Certification: 10/17/2017 Expiration Date of License or Certification: Inspection of Subject. X Interior&Exterior ❑ Exterior Only ❑ None Inspection of Subject: ❑ Interior&Exterior ❑ Exterior Only ❑ None Date of Inspection: ED 9/16/16 Date of Inspection: �� D NTH A Copyright©2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc,must be acknowledged and credited. ®,/ R „ Form GPRES2AD-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Wool Appraisal Services RESIDENTIAL APPRAISAL REPORT Hawes93 FileNo.: Hawes93 Property Address: 93 Hawes Ave City: Hyannis State: MA Zip Code: 02601 County: Barnstable Legal Description: Barnstable Deed: B.29939/P.126 Assessor's Parcel#: 323/011 Tax Year: 2017 R.E.Taxes:$ 17 698.60 Special Assessments:$ Borrower(if applicable): N/A Current Owner of Record: Greig, HenryFox II &Tamasine ConwayGn Occupant: ❑ Owner ❑ Tenant X Vacant I❑ Manufactured Housing Project Type: ❑ PUD ❑ Condominium ❑ Cooperative IH Other(describe) Res. -Sing fle family HOA:$ ❑ per year ❑ per month Market Area Name: Hyannis beach front Map Reference: 12700 Census Tract: 0125.02 The purpose of this appraisal is to develop an opinion of: ® Market Value(as defined),or ❑ other type of value(describe) This report reflects the following value(if not Current,see comments): ❑ Current(the Inspection Date is the Effective Date) X Retrospective ❑ Prospective Approaches developed for this appraisal: ® Sales Comparison Approach ® Cost Approach ® Income Approach (See Reconciliation Comments and Scope of Work) Property Rights Appraised: X Fee Simple ❑ Leasehold ❑ Leased Fee ❑ Other(describe) Intended Use: To assist the Intended User-Robert Glover-Builder,with Building Permit acquisition Intended User(s)(by name or type): Robert Glover-Builder Client: Glover Robert Address: 171 Route 149 Marstons Mills MA 02648 Appraiser: William Wool Address: PO Box 1140 Cotuit MA 02635 Location: ❑ Urban ® Suburban ❑ Rural Predominant One-Unit Housing Present Land Use Change in Land Use Built up: ® Over 75% ❑ 25-75% ❑ Under 25% Occupancy PRICE AGE One-Unit 90% X Not Likely Growth rate: ❑ Rapid ® Stable ❑ Slow X Owner 90_ $(000) (yrs) 2-4 Unit Property values: increasing 5°� ❑ Likely* ❑ In Process p y ® g ❑ Stable ❑ Declining X Tenant 5 500 Low 5 Multi-Unit 0% *To: ;r3 Demand/supply: ❑ Shortage ® In Balance ❑ Over Supply X Vacant(0-5%) 2m+ High 150 Comm'l 0% Marketing time: ❑ Under 3 Mos. ® 3-6 Mos. ❑ Over 6 Mos. ❑ Vacant(>5%) 1 m+ Pred 70+ Vacant 5% Market Area Boundaries,Description,and Market Conditions(including support for the above characteristics and trends): The neighborhood boundary extends from: Southerly from Gosnold Street to Nantucket Sound(Hyannis Harbor)and Easterly from Sea Street to Ocean Street Sales Discounts, concessions and buydowns are atypical.Adequate listing inventory in the subject market area supports demand Sale price negotiation is typical market interaction reflecting the technologically aware buyer utilizing internet marketing data availability. The Residential Subject market area is typically interspersed with Cape Cod Ranch Colonial and Contemporary design homes The Subject is located Southerly section of the Hyannis central area with ocean frontage The property is in close proximity to the Hyannis amenities having worldwide recognition Market Conditions are represented in the Sales Comparison analysis as a gain 18 25%for 2016 to Effective'Date i Dimensions: 50.00 L.F. Frontage Deed Site Area: .25 Acre assessor Records Zoning Classification: RB-(1 acre minimum) Description: Residential-(100 I.f.minimum frontage) Zoning Compliance: ❑ Legal ® Legal nonconforming(grandfathered) ❑ Illegal ❑ No zoning Are CC&Rs applicable? ❑ Yes X No ❑ Unknown Have the documents been reviewed? ❑ Yes ❑ No Ground Rent(if applicable) $ / Highest&Best Use as improved: ® Present use,or ❑ Other use(explain) Investment of the Agents of Production(Land Labor Capital& Coordination)would be required to alter Highest and Best Use. Actual Use as of Effective Date: Residential-single family Use as appraised in this report: Same - Summary of Highest&Best Use: Highest and Best Use is consistent with"Legally Permitted Physically Possible, Economically Feasible and Most Profitable"as of the Effective Date of the appraisal. Continued usage in the event of fire flood or other unanticipated damage as per local and State Building code enforcement is allowed. Utilities Public Other Provider/Description Off-site Improvements Type Public Private Topography Gentle slope to rear Electricity ® ❑ Utility Street Paved/Public X ❑ Size .25 Acre Gas ® ❑ Utility Curb/Gutter Paved berm ❑ Shape Irregular Water ® ❑ Municipal Sidewalk None ❑ ❑ Drainage Typical of area Sanitary Sewer ® ❑ Municipal Street Lights Electric/Pole mount X ❑ View Open Ocean Storm Sewer ❑ ❑ Alley No ❑ ❑ Other site elements: ❑ Inside Lot ® Corner Lot ❑ Cul de Sac ❑ Underground Utilities ❑ Other(describe) FEMA Spec'I Flood Hazard Area ® Yes ❑ No FEMA Flood Zone VE FEMA Map# 25001 CO568J FEMA Map Date 7/16/2014 Site Comments: The site is connected to Town Sewer.The subject property conformed to zoning at the time of subdivision and could be replaced if destroyed within Town by laws. No adverse easements or encroachments noted Waterfront is protected by a concrete seawall to curtail erosion. General Description Exterior Description Foundation Basement ❑ None Heating #of Units 1 ❑ Acc.Unit Foundation Concrete Slab No Area Sq.Ft. 1,109 Type FHA #of Stories 2.0 Exterior Walls Clbd/wd shn Crawl Space 11% %Finished 0% Fuel Gas Type X Det. ❑ Att. ❑ Roof Surface Asphalt Shingle Basement 89% Ceiling Joist Design(Style) Colonial Gutters&Dwnspts. Aluminum Sump Pump ❑ Walls Concrete Cooling ®Existing ❑Proposed ❑Und.Cons. Window Type Wood/Dbl hung Dampness X Cnstrctn Floor Carpet Central No- Actual Age(yrs.) 71 Storm/Screens Yes Settlement No Evidence Outside Entry None Other No Effective Age(Yrs.) 15 Years Infestation No Evidence Interior Description Appliances Attic 0 None Amenities Car Storage ❑ None Floors HardwoodNin I Refrigerator X Stairs ❑ Fireplace(s)# Brick Woodstove(s)# Garage #of cars ( Tot.) Walls Drywall Range/Oven ® Drop Stair ❑ Patio Concrete Attach. Trim/Finish Wood mld ./Stain-Paint Disposal ❑ Scuttle X Deck Detach. Bath Floor Ceramic tile Dishwasher Doorwa Porch ® y ❑ Open/66 s.f. Blt.-In Bath Wainscot Fiberglass Fan/Hood ® Floor ❑ Fence Carport Doors Multi panel era Microwave ❑ Heated ❑ Pool Driveway Yes 6 cars ` Washer/Dryer. ® Finished ❑ Surface Unpaved Finished area above grade contains: 7 Rooms 4 Bedrooms 2 Bath(s) 2,097 Square Feet of Gross Living Area Above Grade Additional features: There is an Open porch at the Front entry and a concrete patio to the rear.There is 1 Fireplace in the Living Room. Describe the condition of the property(including physical,functional and external obsolescence): The subject property consists of a 71 year old Colonial design home, having minimal modern updating with typical maintenance including newer roof, siding some replacement windows The interior finishing is adequately maintained with good quality finish and constructed with available era materials. Energy Efficiency is non verifiable but appears to be minimal due to era construction.40%depreciation is based on the Age-Life Method with a 50 year economic life No functional or external obsolescence noted.The design is homogenous to the neighborhood. m R ES f D E IVTIA L Copyright©2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc.must be acknowledged and credited. Form GPRES2-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 • Pa a#14 Hawes93 RESIDENTIAL APPRAISAL REPORT FileNo.: Hawes93 [Date: y research ❑ did ® did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. ta Source(s): 'Public records/Inspection 1st Prior Subject Sale/Transfer Analysis of sale/transfer history and/or any current agreement of sale/listing` Title was conveyed to the current owners No sales/3 years of record on 9/16/2016 for consideration of$1 150 00.00 in Fee Simple Interest Price: Barnstable Deed: B.29939; P.126(see attached) Source(s): Public records 2nd Prior Subject Sale/Transfer Date: Price: Source(s): SALES COMPARISON APPROACH TO VALUE if dev eloped) ❑ The Sales Comparison Approach was not developed for this appraisal. FEATURE SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Address 93 Hawes Ave 20 Bay Shore Rd 166 Bay Shore Rd 295 Green Dunes Hyannis, MA 02601 1HYannis Hyannis West H annis ort Proximity to Subject " 0.91 miles NE 0.78 miles NE 2.02 miles W .� Sale Price $ N/A ,. r '$ 1,900,000 $ 1,487,500 $ 1 185 000 Sale Price/GLA $ 203/sq.ft.$ 725.19/sq.ft.:�_ $ 697.05/sq.ft.Jpt No Data Source(s) On Site Inspect. Public Records Public Records Public Records Verification Source(s) Pblc recrds/Archit. Assessor/MLS/Zill/TWG Assessor/MLS/Zill/TWG Assessor/MLS VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +O$Adjust. DESCRIPTION +O$Adjust. DESCRIPTION +O$Adjust. -N Sales or Financing None Known None Known None Known None Known Concessions Arms length Arms len th Arms length Arms length Date of Sale/Time N/A 7/8/16 *" +26 308 6/29/16 ** +23 245 8/24/15 ** +5 391 Rights Appraised Fee Simple Fee Sim le Fee Sim le Fee Simple a Location Oceanfront Bay front +17% +212'665 Bay front +18% +193 162 Inlet fronta e+33% +258 279 Site .25 Acre .31 Acre .26 Acre 1.29 Acre ** View Ocean Open ba /Ocean** Open ba /Ocean** Minimal Ocean** Design(Style) Colonial Contem orar Contem orar Ca a Cod Quality of Construction Avera a Superior -5% -32 451 Superior -5% -26 563 Average ` Age 71 Yrs.Actual 13 Yrs.Actual 58 Yrs.Actual 42 Yrs.Actual Condition 20 Yrs. Effective 5 Yrs. Eff. -30% -194 709 10 Yrs. Eff.-20% -82 867 Similar Above Grade Total Bdrms Baths Total Bdrms Baths Total 8drms Baths Total Bdrms Baths Room Count 7 4 2 8 4 3f-1 h -17 500 7 4 3f -10 500 11 3 7 -52 500 Gross Living Area 2,097 sq.ft. 2,620 sq•ft• -48 100 2,134 sq.ft. -3 400 3,252 sq•ft• -106 300 Basement&Finished Basement Basement Basement Basement Rooms Below Grade No finish No finish No finish 57%finish -13 000 M Functional Utility Average Averacle Average Avera e Heating/Cooling FHA/No AC Fha/AC -10 000 Fha/AC -10 000 FHA/AC -10 000 Energy Efficient Items Average Superior-3% -19 471 Average Average Garage/Carport No garage 1 car attached 15,000 2 car attached -15 000 2 Car attached -12 000 Porch/Patio/Deck Patio/OP 010en rch/decks -19 000 Open rch/decks -8 500 Lrg deck/EFP/Pat -27 000 Fireplace Fireplace 2 qas fireplace -5 000 1 fire lace/Hrth -2 500 Fireplace Dock -150 000 Dock -135 000 In grind pool -3 700 Net Adjustment(Total) ; � ❑ + ® $ -272 258 ❑ + ® $ -77 923 ® + ❑ $ 39,170 Adjusted Sale Price 1 Net �A � of Comparables „ , .1 OSS-kW , E 1,627,742` - > A,3 $ 1 409 577 ` .4 o'$ 1 224 170 ". Summary of Sales Comparison Approach GLA is adjusted((2)-$92.00 per s.f.to establish parity in Comparable Sales Gross Living Area. Hyannis market values appreciated 7.22%during 2016.This is reflected in the Date of Sale adjustment as per diem from the Sale Date to the Effective Date. Comparable Sale presentation is contained within 1 year in time in order to present the most similar sales indicative of subject market area interaction. Bathroom fixture count is adjusted @$3 500 per fixture as applicable. Physical Depreciation is determined via the Age-Life Method. Economic Life is calculated utilizing a 50 year time span, reflecting the close proximity to ocean proximity salt water conditions effect. All comparables are analyzed accordingly in determining the final value opinion and contribute to a statistically weighted central value conclusion relevant to the Subject property. The_ad'ustments to the comparable sales are applied"as compared to the subject'.The applied adjustment values are determined from statistical analysis, paired sales comparison and public records where pertinent data is applicable. Sale#1: Land Value is adjusted 17%for the non ocean front amenities. Improvement Value is adjusted 5%for the superior overall Quality finish, plus 30%for its much newer home condition o 0 M'4 Sale#2: Land Value is adjusted 18/o for the non ocean front amenities. Improvement Value is adjusted 5%for the superior overall Quality {[ _finish, plus 20%for its updated condition. Sale#3: Land Value is adjusted 33%for the non ocean front amenities. The Appraiser employed an Extraordinary Assumption regarding condition and floor plan. Being such that the condition and overall quality were as discussed with Client(Robert Glover)to be with average quality finish and materials of the 1980s era.The property had incurred water damage from a burst water pipe and had started repair when listed(Listing agent). The Floor plan provided represents updates and modification from the original utility, but contains similar function with 4 bedrooms and 2 *` baths,with modernization,thus realizing a similar utility and marketability. Indicated Value by Sales Comparison Approach$ 1,332,200 m Rf S I D E NTIA L Form' 2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc.must be acknowledged and credited. Form GPRES2-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 ' Pa a#15 Hawes93 ADDITIONAL COMPARABLE SALES File No.: Hawes93 FEATURE SUBJECT COMPARABLE SALE# 4 COMPARABLE SALE# 5 COMPARABLE SALE# 6 Address 93 Hawes Ave 90 Bay Shore Rd H annis MA 02601 Hyannis Proximity to Subjects 0.79 miles NE Sale Price $ _ $M ill, Sale Price/GLA $ 203/sq.ft.$ 454.32/sq.ft. TO $ /sq.ft $ /sq t Data Source(s) On Site Inspect. Public Records Verification Source(s) Pblc recrds/Archit. Assessor/MLS/Zill/TWG VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +O$Adjust. DESCRIPTION +O$Adjust. DESCRIPTION +(-)$Adjust. Sales or Financing None Known None Known Concessions Arms length Arms length Date of Sale/Time N/A 4/20/17 *' Rights Appraised Fee Simple Fee Sim le A Location Oceanfront Bay front +35% +220 383 Site .25 Acre .22 Acre View Ocean Open ba /Ocean** Design(Style) Colonial Cape Cod Quality of Construction Average Average Age 71 Yrs.Actual 86 Yrs.Actual Condition 20 Yrs. Effective 25 Yrs. Eff. +10% +29 533 Above Grade Total Bdrms Baths Total Bdrms Baths Total Bdrms Baths Total FBdrms Baths Room Count 7 4 2 10 1 6 3 -4 500 Gross Living Area 2,097 sq.ft. 2,036 sq.ft. +5 600 sq.ft. sq.ft. Basement&Finished Basement Basement r` Rooms Below Grade No finish No finish Functional Utility Average Averacie Heating/Cooling FHA/No AC Fhw/No AC a Energy Efficient Items Average Average Garage/Carport No garage No garage Porch/Patio/Deck Patio/OP Deck/Open porch Fireplace Fireplace 2 qas fire lace -5 000 Dock -110 000 Shed -1 500 4 Net Adjustment(Total) ® + ❑ $ 134 516 ❑ + ❑ $ ❑ + ❑ - $ Adjusted Sale Price " ; > r - <w Nei; r,12- 1,54 of Comparables 1 059 516�'� `_ ' Summary of Sales Comparison Approach Sale#4: This sale was listed as of the Effective Date and is presented to bracket the Sales grid. Oceanfront does.not allow for dockage for recreational boating. The Lewis Bay frontage is exceptionally desirable due to the salt water amenities immediately available including Marina facilities and waterfront dining Land Value is adjusted 35%for its location with very reduced privacy, being adjacent to the Town Way to Water with a parking area and congested during the Summer season. Improvement Value is adjusted 20%for its older home condition The comparable sales were inspected from the street and photos taken when available for reference and presented within the body of the report for verification.Analysis data is retained within the Appraiser's workffle and is considered confidential The condition adjustment correlation of the Comparable Sales reflects the difference in maintenance and upgrade attention The Sales presented are indicative of the variety of available amenity properties within the Subject Market area Adjustments are calculated via extraction and paired sales analysis. I The Appraiser employed an Extraordinary Assumption regarding condition and floor plan. Being such that the condition and overall quality were as discussed with Client(Robert Glover)to be with average quality finish and materials of the 1980s era. The property had incurred .' water damage from a burst water pipe and had started repair when listed(Listing agent). t F RWRNES D ���■ Copyright©2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc.must be acknowledged and credited. L Form GPRES2.(AC) "TOTAL"appraisal software by a la mode,inc. 1-800-ALAMODE 3/2007 Pa a#16 Hawes93 RESIDENTIAL APPRAISAL REPORT FileNo.: Hawes93 COST APPROACH TO VALUE if developed) ❑ The Cost Approach was not developed for this appraisal. Provide adequate information for replication of the following cost figures and calculations. Support for the opinion of site value(summary of comparable land sales or other methods for estimating site value): Site value is determined from allocation from Final Reconciliation which is the reconciled Sales Comparison Approach being the most reliable Market indicator.The appraiser calculated Improvement value on 6 Comparable Sales within the Subject Market area and derived an average Land Value percentage of 59.33%. Cost extraction yielded a 78%land value. ESTIMATED ❑ REPRODUCTION OR X REPLACEMENT COST NEW OPINION OF SITE VALUE Source of cost data: Cost services extraction and public records DWELLING 2,097 Sq.Ft.@$ 140.00 -___ =$ 293,580 Quality rating from cost service: g0 Effective date of cost data: 4/17 Basement/crwl 1 1 O9 Sq.Ft.@$ 38.00 ____ =$ 42,142 Comments on Cost Approach(gross living area calculations,depreciation,etc.): Open porch 66 Sq.Ft.@$ 32.00 -___ =$ 2,112 ".4, GLA is calculated from measurements obtained from inspection and is Patio 482 Sq.Ft.@$ 21.00 ____ =$ 10,122 approximate with deviations having no significance to value.The land Sq.Ft.@$ _$ value estimate in the cost approach is derived from extraction and Fireplace ____ =$ 9,000 Land to Improvement ratios. Replacement cost new is calculated from Garage/Carport Sq.Ft.@$ ___- =$ local costs and Cost analyst vendors.40%physical depreciation is Total Estimate of Cost New _$ 356,956 based on the age-life method with a 50 year economic life. This is an Less Physical Functional External estimate.Actual costs would require a qualified construction cost Depreciation 142,7821 =$( 142,782) estimator familiar with the Economic area and a Massachusetts Depreciated Cost of Improvements ---- ---------------- $ 214174 Licensed Building Construction Supervisor in agreement to build "As-is"Value of Site Improvements = Otherwise, speculative. Beach retaining wall =$ 75,000 _$ Estimated Remaining Economic Life(if required): 30 Years INDICATED VALUE BY COST APPROACH =$ 1,350,716 INCOME APPROACH TO VALUE if developed) ❑ The Income Approach was not developed for this appraisal. Estimated Monthly Market Rent$ 9,000 X Gross Rent Multiplier 156 =$ 1,404,000 Indicated Value by Income Approach Q' Summary of Income Approach(including support for market rent and GRM): The Income Approach is developed from probable Market Rent within the Subject Market Area as applied for the 10 week Summer Season and the weekly rate applied to as a monthly rate off season The rate ., applied is a probable rate for the area which is proximate to salt water recreational and downtown Hyannis with its cultural and historical history. PROJECT INFORMATION FOR PUDs if applicable) ❑ The Subject is part of a Planned Unit Development. fkLegal Name of Project: N/A Describe common elements and recreational facilities: fx Indicated Value by:Sales Comparison Approach$ 1,332,200 Cost Approach(if developed)$ 1,350,716 Income Approach(if developed)$ 1,404,000 Final Reconciliation Sales Comparison Approach is the.most reliable indicator of value and is supported by the Cost Approach and the Income Approaches. The Cost Approach indicates a stabilizing market for existing homes in an area that is experiencing minimal new home growth in the market The Income Approach was developed utilizing probable market Rent from Market participant input relevant to developing a reliable Monthly Gross Rent Multiplier as per Subject Market area. This appraisal is made ® "as is ❑ subject to completion per plans and specifications on the basis of a Hypothetical Condition that the improvements have been =r completed, ❑ subject to the following repairs or alterations on the basis of a Hypothetical Condition that the repairs or alterations have been completed, ❑ subject to the following required inspection based on the Extraordinary Assumption that the condition or deficiency does not require alteration or repair: No conditions on valuation.The Land to Improvement ratio for Sales Comparison Analysis is determined from Comparable Sales Extraction procedure. Value breakdown: Land Value-78%-$1,039;116; Improvement Value-22%-$293 084 f X This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the attached addenda. ' Based on the degree of inspection of the subject property, as indicated below, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined herein, of the real property that is the subject of this report is: $ $1,332,200 as of: ED 9/16/16 , which is the effective date of this appraisal. If indicated above, this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report. See attached addenda. A true and complete copy of this report contains 35 pages, including exhibits which are considered an integral part of the report. This appraisal report may not be properly understood without reference to the information contained in the complete report. Attached Exhibits: X Scope of Work X Limiting Cond./Certifications X Narrative Addendum X Photograph Addenda X Sketch Addendum ® Map Addenda ❑ Additional Sales ® Cost Approach ® Flood Addendum ❑ :: ❑ Hypothetical Conditions ❑ Extraordinary Assumptions ® Income MGRM ❑ ❑ Client Contact: Robert Glover Client Name: Glover, Robert E-Mail: Address: 171 Route 149 Marstons Mills MA 02648 APPRAISER SUPERVISORY APPRAISER(if required) or CO-APPRAISER(if applicable) Supervisory or ^: Appraiser Name: William Wool Co-Appraiser Name: Company: Wool Appraisal Services Company: Phone: 508 428 6202 Fax: 508 682 8505 Phone: Fax: E-Mail: acapeappraiser(a)-comcast.net E-Mail: Date of Report(Signature): 04/25/2017 Date of Report(Signature): License or Certification#: 70102 State: MA License or Certification#: State: Designation: Certified Residential Appraiser(Principal) Designation: Expiration Date of License.or Certification: 10/17/2017 Expiration Date of License or Certification: Inspection of Subject: ® Interior&Exterior ❑ Exterior Only ❑ None Inspection of Subject: ❑ Interior&Exterior ❑ Exterior Only ❑ None Date of Inspection: ED 9/16/16 Date'of Inspection: ®R^�'D ■ Copyright©2007 by a la mode,inc.This form may be reproduced unmodified without written permission,however,a la mode,inc.must be acknowledged and credited. IL•�• NTIA L Form GPRES2-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007' Pa e#17 Above-Grade Building Sketch Owner 3reig, HenryFox 11&Tamasine ConwayGrei Property Address 93 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert . 4 Patio CI Living Room Bedroom y Bedroom Master Bat Dtning CI ri y r y edroom Kitchen Bath Bedroom pen lose Bath ............ Y,71..........- ............ ........................ t i Porch TOTAL Sketch by a la mode,Inc. Area Calculations Summary :Livi^�9fEa° x W 1 awM s` ICdClon D'etall i `",M?� Undefined Area 1109 Sq ft 11 x 11 = 121 26 x 38 = 988 Second Floor 988 Sq ft 26 x 38 = 988 Total Living Area(Rounded): 2097 Sq ft Concrete Patio 482 Sq ft 6'x 7 = 42 10 x 44 = 440 Wood Deck 66 Sq ft 6 x 11 = 66 Form SKT.BLDSKI-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE El► • • `. s — :� Legend. p T 'Parcels - 32d45$ ' d � 32dQ75 Town Boundary. *� 3 �° �( 32 t06T, Radroad?Tracks; 30B199. -' L,u €:5 #2s Buildings, {32d065 a12 .'`J 2 , #;133 324'f 12 i + Painted Lines. a 32d076 3ZA�6�': '�' jf ParkmgLots '� -.', �' - _ _ i f -...t if 9� �. .; yq. 1 e-'It. �: 3r'•^ Paved ~ � � 4 32`di 0 Unpaved s #7�}` p3 ( (` Driays vew C1 Paved f t i i+tI Uilpaved # Fb1 #� ,( �,� _ � ;�• ..�_ p �, �r Roads . � � # : fir• 324Q 91 Paved Road • l I r ,` _ __ tJnpavetl Roecn ®Paved Median t 7 Streams. - y Marsh Water Bodies -51, #i5.-0r;t 3?v012' :' 323469 t ., r } 32-01,0 r `323008 Do ca 323046 �t - :wCP - n w:C ._s _�_ ' 32300A �•s CD g r a t a MBp-printed 07L. 4/2212057 This neap.isfor illustration purposes orih�::rt moot Pareel lines shown on'this map are onlygraphic Tos+'n of-Barnstable GIS Unit adequate for Iegal baundai�,determroa,on or representations of Assessors tax parcels.'Ther are: - Feet regidatar},interpretation This,map does not represent' not true property bouridaraes anihdo"not:represenc' 367 Main Sireet Hyannis,MA oa6'or O. PS 1b7 aii on thc-ground suive� It may:'e generalized may'aot acctirate relationships to physical objects on.the map 50$-5�62-4624 ,- refrect curreni conditions;,and may contain SIIC}i aS building lOCahO7L5. PLpj fqX,Scale:.I inch= S3 feet cartographic`errors or omissions e s a#o4+ar Barnstable ma,us d ?" - fir Pae#19 Subject Location Map Owner 3reig, HenryFox 11&Tamasine ConwayGrei Property Address 93 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert e a la mode, inc* theaao�usroaesre:eeenvnobgy r Aa ✓ IT et 1Mac1etIS.Vday � of 1 ' Steamship K t4h �N' Sd h kre " Auf oc,ty Hpann f A 40 ;� �Tv�inf9rnnk`sGol 0v��, ilst,tx ®, ! ^* Seabrook Rd# Qok'Grave �- �-- Sn :Awe61Creek e tivood �" t�lurra�y_W.aLLa yV�tera��ris �/`_ ,'-�^ _row Jie'n1oP7al� pad'^_�$ P Y,� Cetsart:5t �F4,ngell.Rd to ' ate_Dr..� xv � t �a daft ut7t9 ��w�p5�016,St Cr 1 �� S�feworts �t+9orris-5 � CA Uri g� r st°p c -•qv ,�, CCree c ZZ'Pr 02 ,. P IFOC&a.- SUBIECT V+ fT ; 93 Hawes Ave ve ' t e i �?I C ti Q2017hticraeoftCOrparatiare 't82 1T�IOERE� Form.IVIAPIOC-"TOTAL"appraisal software by a la mode,inc.-1-800-A LAMODE Pa e#20 Subject Photo Page r Owner 3reig, HenryFox II &Tamasine ConwayGreig ' Property Address g3 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert Subject Front ... •, _ f �, 93 Hawes Ave Sales Price N/A Ap- Gross Living Area 2,097 Total Rooms 7 Total Bedrooms 4 ".; Total Bathrooms 2 Location View Ocean Y Site .25 Acre x 1 Quality Average Age 71 yrs.Actual Photo from listing .;x'� '. r~�` �..` �• -+fir `x �l' !�� � r�� � �.� �i�w J '77 k Subject Rear View from Seawall from Listing photos Subject Street , View to Kalmus Beach P •r°, 419M'IIIL! � �� _ ' �' r •: d .i;.srv""a�. { 3a:'`c -� ,. � _ form PIC3x5.SR "TOTAL"appraisal software by a la mode,inc.-1-300-ALAMODE • - Pa a#21 Subject Photograph Addendum Owner Greig, HenryFox II &Tamasine ConwayGrei Property Address 93 Hawes Ave city Hyannis =county Barnstable State MA Zip Code 02601 Client Glover. Robert View from front entry toward rear pk II ------------ `g r . s Entryway area showing fireplace s rear, stairway up and bedroom doorway. r= a I f � Living Room fireplace(existing) TI ,z'g,Nk, u ' c a Form GPIC3X5-"TOTAL"apprEisal software by ala mode,inc.-1-800-ALAMODE Pa e#22 Subject Photograph Addendum Owner Greig, HenryFox II&T'3masine ConwayGrei Property Address 93 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert „ Dining Area/Living room with ocean view 5 a , 1 st. floor bath x 1st. fir. Rear bedroom(note electric panel) ,d Form iGPIC3X5-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Subject Photograph Addendum , Owner Greig, HenryFox II &Tamasine ConwayGrei Properly Add-ess .33 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert Kitchen area Stag m4 roA;. "` :�s i v Stairway to basement s* 41 i 2i r r r Stairwell up v e�. Form GPIC3X5-"TOTAL"appraisal.software by a la mode,inc. 1-800-ALAMODE Pa a#24 Subject Photograph Addendum Owner ('rpin Henr Fox II &Tamasine Conwa iCJ Property Address 93 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover. Robert 2nd. floor east bedroom(Master) Ocean view r . �'`Y ^» iq�`�`- ;� „. �,Y._x` 4 "X+,""fir• -.4 En suite bath a-t++&4M�'M� �� •_�w��y!,tCam.-... � _ 'm•.. x % a 2nd.floor front bedroom Form GPIC3X5-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Pa e#25 Subject Photograph Addendum L Grei Henr Fox.II&Tamasine Conwa GreiAddrees 93HawesAvB H annis County Barnstable. State MA Zip Code 02601 Glover Robet. Top of stairwell eU 1 1 4" Y 2nd floor west bedroom-rear ocean view _ I I e _ t - 2nd. Floor bath } " 4-# a K "J": Y bi pff S � R� x , Form GPIC3X5-"TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Pa a#26 Subject Photograph Addendum Owner Greiq, HenryFox II&Tamasine ConwayGrei Property Address, 93 Hawes Ave City Hvannis County Barnstable State MA Zip Code 02601 Client Mover. Robert - 2nd. floor laundry room ' Roof insulation and duct system r - i - Y - 41is , 2nd floor stairwell open to below i• ®e.dS. j. .- Form GPIC3X5-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Pa e#27 Subject Photograph Addendum V Grei Henr .Fox II 3 Tamasine Conwa 3reiddress 93 Hawes Ave H annis County Barnstable State MA Zip Code 02601 Client Glover Robe-t 2nd. floor front bedroom r- e S# F r z Basement stairs Fireplace ash box and new support members } r` i Form GPIC3X5-"TOTAL"appraisal software)y 3 la mode,inc.-1-800-ALAMODE Pa e#28 Subject Photograph Addendum Owner r4rinin Pjznr ei Property Address 93 Hawes Ave City H annis. County Barnstable State MA Zip Code 02601 Client Gover Rober. 6 _ Existing buttresses Yre t� r�ti Existing basement-note insulation Dampness due to basement windows not replaced .f Replaced plumbing to Town Sewer e � �4 � �.:F '�„d .n•` � SFr°'' }., '. �5 4 a �,v i Form GPIC3X5-"TOTAL"appraisal sofmare b-,a la mode',inc.-1-800-ALAMODE Pa e#29 Subject Photograph Addendum Owner Greig, HenryFox II&Tamasine ConwayGrei Property Address 93 Hawes Ave City Hyannis County Barnstable State. MA Zip Code 02601 Client Glover Robert ' Ocean view on sunny day from Living room-Note seawall(retainer) in foreground r 'T•�'Ci'.r-.'" 10 Ziff Am 72 N a ax Ocean view from 2nd. floor bedroom -overcast day 64 s s 4 Existing rear patio t¢ a 4 � 4 A Form REM-"TOTAL"appraisal software by a la mode,inc.-,1-800-ALAMODE Pa e#30 Comparable Photos 1-3 Owner :3rei-q, HenryFox II&Tamasine ConwayGrei Property Address 93 Hawes Ave City Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert Comparable 1 20 Bay Shore Rd Prox.to Subject 0.91'miles NE Sale Price 1,900,000 Gross Living Area 2,620 Total Rooms 8 Total Bedrooms 4 _ Total Bathrooms 3f-1 h Location Bay front +17% .- IIC 4i17 C�y06� , i ■� - View Open bay/Ocean** i Site .31 Acre Quality Superior -5% ,* ti3 Age 13 Yrs.Actual i Comparable 2 166 Bay Shore Rd Prox.to Subject 0.78 miles NE Sale Price 1,487,500 Gross Living Area 2,134 ' Total Rooms 7 Total Bedrooms 4: Total Bathrooms 3f Location Bay front +18% --— View Open bay/Ocean** Site .26 Acre Quality Superior -5% Age 58 Yrs.Actual - -. �F a e> d r j;/ t ayeZZ r • Comparable 3 295 Green Dunes Prox.to Subject 2.02 miles W Sale Price 1,185,000 Gross Living Area 3,252 ;. ° Total Rooms 11 Total Bedrooms 3 Total Bathrooms 7 y ' , Location Inlet frontage+33% View Minimal Ocean** Site 1.29 Acre ** Quality Average �F Age 42 Yrs.Actual � I x s Form PIC3X5.CR-"TOTAL"appraisal software by a la mode,Inc. 1-300-ALAMODE { r � r Pa a#31 Comparable Photo Page Owner :3reig, HenryFox II &Tamasine ConwayGrei Property Address 93 Hawes Ave city Hyannis County Barnstable State MA Zip Code 02601 Client Glover Robert Comparable 4 90 Bay Shore Rd Prox.to Subject 0.79 miles NE Sale Price 925,000 Gross Living Area 2,036 _ Total Rooms 10 Total Bedrooms 6 mro Total Bat �. � .. hos 3 Location Bay front +35% View Open bay/Ocean** Site .22 Acre -- Quality Average Age 86 Yrs.Actual r Comparable 5 Prox.to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View i Site Quality Age Comparable 6 Prox.to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View 1 Site Quality Age If, Form PICPIX.CR TOTAL appraisal software by a la mode,inc.-1-800-ALAMODE Pa e#32 Comparable Sales Location Map Owner Grei HenryFox II&Tamasine ConwayGrei Property Address 93 Hawes Ave City Hvannis County Barnstable State MA Zip Code 02601 Client Glover Robert �a�d= d la rnbde It1G� j., - iicx�'#tst'a` ip Nad; w°t rnercaorrrmreaieat«mrasom ° '` fJ` a � � lule's � able �armouthsport' '� -�,..°..."""°�a....-� _ _..�----•�",�:-,="`.-. u48arn3tablc ,.t��§�..,�».�'.�t ,:. urj'� 9 1 rt i 3 �, - Comrxr�rn'r e u ari 1 >� tl". � Cxspe Hi CIS, =Cn}(e�ge' �e 0 » IL 10� IT I hry ¢�asro /a}�.' ' k `�- LW �tl��G •� �,� � '�..*. 4y�+,h '.Jx4�lntCd�io's " m p 5un CQMFARABLE No. r F "Y= 0"91 mrlesw�lE ®tiracitxtll R .. . � XT np r Centerville` f' 4z E Crk; West Yarr�aoutfi COMPARA:BLE No.$ , C i ,. ay ore'Rd I'90 6 S n � ' 0 79 miles NE J Olt F k��Il-�� C©MP'�ARABLE Na:3 G1een L>dn2s` .. 2,02 ml9es.,�iV t et YYX Ct t et v�l1 J tbo COMPARABLE No. 2 SUBJECT' k 6 e�ay 4horg:.Rd 3 Hawes Ave 0.16 grille's EVE• Ilk It 2500 feet :., @ 2t117 t,fiaaft Curpor$tiarti �?�17�HERE. Form MARLOC-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE • Pa a#33 Deed - Page 1 Blue 29939 P s j1, S 09-1.6-23]16 0 03=.280 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 09-16-2016 8 03:2E9m CtI': 1261 Doc': 47415. Fee: $3►933.00 Cons: $ItI50Y000.00 BARNSTAELE COUNTY EXCISE TAX , BARNSTA�LE COUNTY REGISTRY OF DEEDS Date: 09-16-2016 8 03:28Pm Ctl': 1261 C,a, r: 474.15 Fee: $3,519.00 cons. $1r1S0e00000 QUITCLAIM DEED 1,Catherine C.Healy,being unmarried,of.Holliston,Middlesex County;Massachusetts; .r S for consideration paid and in full consideration of One Million,One Hundred"Fifty \\ Thousand and 00/100.($1,150,000.00)Dollars,. grant to Henry Fox Greig,1l"and Tamasine Conway Greig,husband and Wife,as tenants by the entirety,of 162 5 Street;,Stamford, CT 06905, J With QurTCn1M cov.ENANTs, three parcels of land situated in Barnstable(Hyannis),Barnstablel County,Massachusetts, described as follows: PARCELS 1 &2: Two certain lots of.land situated in that part of Barnstable called Hyannis, in said'County of Barnstable,and comprising Lots 64 Ocean Front and 168 Hawes Avenue as shown on a Revised Plan of Land recorded.with Barnstable County Registry of Deeds about June 22, 1922,Book 9,Page 103,together with the building(s)thereon. Said lots are further bounded and described as follows: LOT No.64: SOUTHERLY by the Promenade on Ocean Front, 50.76.feet; NORTHERLY by Lots 167 and 168, 50 feet; EASTERLY by Lot 65, 110.5 feet;and WESTERLY by Lot 63, 112.8 feet. Containing 5,580 feet of land,.according to said plan. LOT NO. 168. NORTHERLY by Hawes Avenue; 50 feet; EASTERLY by Lot 167, 100 feet WESTERLY by Lot 169, 100 feet; SOUTHERLY by Lots 63 and 64,50 feet. Containing 5,000 feet of land,as per plan. . 3 Form SCNLGL-"TOTAL"appraisal software by a la mode;inc. 1-800-ALAMODE Deed - Page 2 Bk 29939 Pg127 #47415 PARCEL 3: The land situated in said.Barnstable(Hyannis),Barnstable County,Massachusetts, bounded and described as follows: NORTHERLY by Lot#l,as shown on plan hereinafter mentioned,one(1) foot; EASTERLY by Lot#4 as shown on said plan,one hundred twenty(120) feet,more or less; SOUTHERLY by Hyannis Harbor as shown on said plan,two(2)feet;and WESTERLY by land of Apostolos Stasinakis,as shown on said plan,one hundred twenty(120)feet,more or less. Containing 180 square feet more or less,as shown on said plan. Being shown as Lot 5 on plan entitled,."2°Q Re-subdivision of Lots 164, 165, 166, 167, 147,65 and 66. Villa sites,Hyannis, Mass.Property of Luigi A.Savino,Scale: 1 inch equals 30 feet,August 20, 1953.Bearse and Kellogg,Civil Engineers, Centerville", which said plan is recorded with Barnstable Deeds in Plan Book 111,Page 139. Meaning and intending to convey and hereby conveying the same premises conveyed to Michael'P.'Healy.and mei by deed of Dora Stasinakis,et. al.,dated May 10, 1990,and recorded at the Barnstable County Registry of needs in Book 7156,Page 157, See Death Certificate for Michael P.Healy,recorded herewith,see also M-792 recorded in.Book 29861 Page 258 and Affidavit of no federal estate tax filing recorded in Book 29861 Page 259. I hereby release all rights of homestead in the premises,and certify under pains and penalty,:of perjury that at the time of the delivery of this deed,no current or former spouse is entitled to claim the benefit of an existing estate of homestead and that there are no persons entitled:to anyxights of Homestead under M.G.L.c. 188 in the premises conveyed by this deed. Form SCNLGL-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Pa e#35 Deed - Page 3 Bk 29939 P9128 #47415 Property Address:93 Hawes Avenue,Hyannis,MA 02601 Witness my hand and seal this day of September,2016. Catherine C.Healy COMMONWEALTH OF MASSACHUSETTS m i 6:6 t o tc x' ;ss. September 14 ,2016 On.this 4" day.of \&m%oc;Y,.2016,before me,the undersigned notary public, personally appeared Catherine C.Healy,proved.to me through satisfactory evidence of identification which was a Lv»tS Vice&A-t, ,to be the person whose name is signed on the preceding document,and acknowledged to me that she signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief AL 610- uk� Notary Public: c n Ki K�Py My Commission Expires: :+....... � 9� +°•• SEAL !F 1e�o.• `ems° 0 !a _ o y: BARNSTABLE REGISTRY OF DEEDS John F Meade, Register Form SCNLGL-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE p � L 3g � � y � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map c pp Parcel n Application # ` r � �`�O� �� 1 1 Health Division Date Issued Conservation Division Application Fee ` Planning Dept. Permit Fee � � Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/ Hyannis56 lt� Project Street Address q3 (�, Village ----�� t�(,�, o i,�) Owner �01 G g Address - Telephone o17 63 q I I Permit Request &A ) bojh"� Ida loa �n N eu ) " r- ear 1i Square feet: 1 st floor: existing��proposed '` 2nd floor: existing proposed Total new Zoning District 9 U Flood Plain Groundwater Overlay Project Valuation 110,000 Construction Type Me...- Lot Size 1. a S W-PLI Grandfathered: ❑'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family rg Two Family ❑ Multi-Family (# units) Age of Existing Structure r7lL Historic House: ❑Yes �W No On Old King's Highway: ❑Yes ❑ No Basement Type: I(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Ugfjrd� f re� �y fit) q Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing"'new NOV 2 3 2016 Total Room Count (not including baths): existing new T 11"AMM-ount 3 Heat Type and Fuel: ®Gas ❑ Oil ❑ Electric ❑ Other Central Air: &Yes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes )i No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Uo If yes, site plan review # Current Use 10 hh W Proposed Use V i _ — — APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address + 163 License # (�3 " d 3 7 g & 0 MQ('J �0 Home Improvement Contractor# 15 /4? 9/' Gr-�®ker's Compensation #uA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE t FOR OFFICIAL USE ONLY APPLICATION# -DATE-ISSUED MAP/PARCEL NO. } t ADDRESS VILLAGE i OWNER DATE OF INSPECTION: on FOUNDATION,1 f olt., jwKJLwr=:;f,_. .FRAME II ,INSULATION qh o a FIREPLACE /\ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' ` DATE CLOSED OUT ASSOCIATION PLAN NO. • L+sxara�, � . 'KAW Town of Barnstable Regulatory Services Richard V.Scali,Uireeior Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 50&790-6230 Property Owner Must Complete andSign This Section If Using A Builder I. - Tamr,sine. ` �� ,as Owner of the subject property hereby authorize ,dbc i- 6A Q\1e,41, to act on my behalf, in all matters relative to worm authorized by this building permit application for. (Address of Job) Signa Ti of Owner ate MN ,Sf h.C, aeA- Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:1UserslD=OU&'�ARDRUU.pcaMiomsoft\WuWows\Tempora ylatamlFdesiCmWM.0Wook12P101DHRMPRESS.doc Revised 040215 e €a r r to r tad rrst ae let ants Office fiIIIIA05figations Bostan,M4 0211 „a t^o�:trrcr gltarlefi r IVnrkers'CompenvitioD lnuwance i .da-tit: Builder- ntr actoivllectricians9Pl bei s ficant Information Ple ese Print 'b Nate Musinessiorganiaatiowbdi ai}_ o ,Addtess:RO-V. - - Are you an employer?Check the appropriate box: Tyke of project(required): 1.Q I am.a employer with 4. ❑ I am a general contractor and 1 employees(full and/or gait-ti=e).* have hired the sub-contractors b. [�New ccrostzueet on I(l I am a.sole proprietor or partner listed on the attached sheet. 7. Remodeling ship and have no employeej These sib-contra tors have. Q Demolition wed-Mg. £or we in any capacity— employees,and have 31 orim s' $. Building addition [No tvarls ;c©mp.insurance cttnip.iasfurance.. , requirefl 5. We are a corporation mid its ME]Electrical repairs or,additions 3.❑ I.am a honneo-% -doing all tcsork officers have exercised their 11 Q Plumbing repairs or additions myself_,[No workers'comp. right of exemption per kt GL, 12.ji+4 RRoof repair iosnuance.re4uited.]1 c. 152,§1(4),and we.ha e-e no es py-ee;.(into utrkers 13.C]€)the* comp.Msurauce requve&I •e nv applicant dw cteeks twx 41 meet also fill oat the section wow sboveiug*eIr takers,eompe tow-polir mfoorn=dou t 110meoumm who stebmit this affidm n iariicsaiug try are dome all wak and teen hire outide coatmcmra mn stibmit:a new affidavit indicating such. . TCoutmctors that check this ban roust attached an additional sheet showing the name of the'sub-eomnutors and state wbethet hr not those entities bsve employees. If the sub-caattactots have employees,they mast Favide,their ss wken'comp.polio uumber. I tam an employer that is proWding workers'co€taponsadon insurance far zky eanplol°ees: Below is the policy,nand job site, information. _r .Insurance Company Name:7� — Policy n or Selflms.Lie:..it: 1/aT � :LJ J� 6� ��zparation Date: Itnb Site tldtimss: aYY 4K7s XLAE• Cityfstate/zip: Attach a copy of'theworkers'compensation policy declaration page(showing the policy number and expiration date): Failure to seem coverage as required under Seedon'2>R of MGL c. 152 can lead tothe'impos tion€.f criminal penalties of a fine up to S1,500.00 an&or one-}year imprison-wernt,as well as ci-il getWties in the form of STOP WORK ORDER and a fine of up to S250,00 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.alo f€erehy certify tinder thegrci r€�d1i�s o �rjgery.that the information proi-iddeed ratios=e is truz and cfarrec. Siatnre: Date: / Phone � Sic 7� d?fflcical ttse oath'. Do not tiwite itt this area,to be co€a€plered kV eii}or tmvit official —City or Town: Permit/Lirense Issuitng Authority(car€Ie one): 1.Board.of Health 2.Building Department 3.f ityif'owa Clerk 4.I leetncal Inspector S.Plum;biang Inspettoar 6:Other Contact Person: Phone.#: b-4 , 9/9/2016 6:43:47 Ate PAGE �2/402 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATEfMWDDl lligginjAYYYYI FICATE 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 CERIIFCA79 OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN REMESENTATIVE OR THE lSSU1NG 1NSURER(Sb AUTHORGED IMPORTANT:N the CatBicste hOMet is an ADDITIONAL INSURED,the poecy(Iss)must be endorsed. I SUBROGATION IS WANED,submit to e terms WW conditions of the poilet caltaln poikles any require and endomemenL A sbtB=nt On thk eertlBcate doss not comet tohts to e CO#tftate hoiden In lies of such endotseme s. PRODUCER CONTACT OCEANSEX INS GROUP PHONE FAX 32 WEST MAEd ST (AIC,N%EM: HYAKWS,MA 02601 E ADriiffis�: 77MWP WISU ]"Ill)AWOROM COVE RAGE NAIc s IIEAMiE>D 91SURBi A: TRAV[itMS MOPtOt Y CAIWALTY CObWANY OF AMENC R GLOVER BUILDING COMPANY INC INSURERS: INWROR C: PO BOX 703 QWRlm O` NMRIRER& MARSTONS MILLS,MA 02648 u IRER F: CWJNRAOMII CERYMAT'ENUNIBEIIII: RBfm INt1mot: IlDTYWr118TANDOIO AM 1t WWANe4R,MM OR WIDi11Dt1 CF AMY COMTeACT O1 OTM D=klM MRm RHti►SOT TO MOM TMMOBITe--1 D MAYATM. ISSUliD dl MAY P9rTA1i THE ININIAAMCE APPORDEO RY T11E FOLICESDBeCMIW N ONM IS etAJBCT To ALL THE TO RAW ExeuAtwlls AIM!C0001111ous OP eaal PGLVM-Leers eMOMnI MAY mve OEM RIZAICi BY FAO CLAMS, wo D SW POLICY OW DATE POLICY SO DATE LIN TY/FOP)MEW E L St POLICYBRA M 01114000'TTYi IM1=YYYY) LEM GENERALL"am OCCURRENCE t$ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR AMAGE TO RENTED $ MlSES(Ee aou rmnos) ED EXP(Arty oft penwQ $ CNAL&ADV INJURY $ GENL AGGREGATE LEMtt APPLIES PER v ENERAL AGGREGATE $ POLICY 0 PRO.IECT a LOC TS-COMPIOP AGO S AUTOMOBILE LAA6L D 9INC3[E $ AW AUTO IMIT Ea aoeidem ALL OWNED AUTO y Y INJURY $ SCHEDULE AUTOS Per person) HIRED AUTOS ILY INJURY s NCN OWNED AUTO Pet sad OPERTY DAMAGE $ Per exideM) T &LLAUAB OCCUR OCCURRENCE33LiAt3 CLAIMS MA[ GREGATECTIBLENTION S COMIPOMATION AND ffMI�LOYMOUAINLITY YM US-2E663364-16 01H52016 Ot145.2017 X LLlmfM OILY 0?}1ER ANY PR0PER4T0RPARTt4EPJF=VrwR c3 A E.L.EACH ACCIDENT- is 500,000 ffibRoRt"101) EL.DISEASE-EAEMPLOYEE $ 500,000 0Ye4 dewto Unar 0E9M fI0N 0P 0KRATkWS bslw FE.L.DISEASE-POLICY LIAR f S 500 000 DESCRIPTION!OF OPIStATtON34.00AIIONBNEHIC ITIM 7W REPLACES ANY PRIOR CERT14CATE tMf9DTO'"M C8k7t TCATEHOLM AFFECTM WORIMPS C(OP COVERAGE CERTIFICATE HOLDER EL GANC CATION TOWN OF BARNSTABLE sHOLRD ANY OF THE ABOVE DftCR0iD POLICIES Be 200 MAIN ST, BEFORE INS OWMATION DATE T1 WAM.NOIM WILL m)gWAIRM IN ACCORDANCE WITH THE POLICY PRovumoNS. AUTHORIZED SIT HYANNIS,MA MWI ACORD 26(201406) The ACORD name and logo we mglstered mstits of ACORO 1I88-MiO ACORD CORPORATION. AM rlg is reserved. ;A • r l Massachusetts Department of Public Safety Board of Building Regulations and Standards i Licenser CS-039868 Construction Supervisor ROBERT J GLOVER , P PO BOX 703 n MARSTONS MILLS MAC A .; k .eM CA-- Expiration: Commissioner 05/24/2018 r. �/te (runt nrc*rr•as�rY�l�c��C3 f�rwstr��srs�l(. 0frece of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR i egistration: 111157 Type: i xpiration 1219/2016;, DBA R.GLOVER BUILDING CO:' q t ROBERT GLOVER PO BOX 703/13 CURTIS BOG RD. s �--xn� — MARS-TONS MILLS,MA 02648 Undersecretary { Commonwealth of Massachusetts Sheet Metal Permit Map313—Parcel Date: hJ l�- ,:�b ®� Permit .l Estimated Job Cost: $ 0��n � d Permit Fee: $ �' MAR 17 2017 Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Applicant License# f a 9 0- Business Information: Property Owner/Job Location Information: Name: V Name: Qr-e,k9 Street: M.(b Tel k -Dr Street: -93 Vkau)eb cuo e, City/Town: UV� `73 City/Town: Telephone: 115- /8Q2 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO . Staff Initial J-1 l(0)P12restricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stori s or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational nPYf' k rr-()'I . Institutional Square Footage: under 10,000 sq. ft.v/ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: kv/ j / I HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air.Balancing Provide detailed description of work to be done: r r i � i INSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112. Yes M/No ❑ 'f you have checked yj&,indicate the type of coverage by checking the appropriate box below: k liability insurance policy. Other type of indemnity ❑ Bond ❑ DWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement.. Check One Only Owner ❑ Agent ❑ Signature of Owner or Own ers Agent 9 9 3y checking this boxJ],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: ;y ❑ Master itle ❑ Master-Restricted :ityffown ❑Joumeyperson Signature of Licensee 'ermit# ❑Joumeyperson-Restricted License Number: Q� ee$ ❑ Check at www.mass. og v/dl2l ispector Signature of Permit Approval I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations '600 Washington Street- Boston,MA 02111 www.mass.gov/tlia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Illectricians/Plumbers Applicant Information Please Print Legibly Name(Business/0ganization/Indivich4:. Aus l y l 7' r, •Address: 74k ,. Pm<-- City/State/Zip: Ill 0;4,77 Phone.#: Are an employer? Chu k the appropriate box: of ro'ect(required):: ,,/� •4. I am a general contractor and I -TypeP J ( . qui d):: 1. I am a employer with d�7 ❑ g employees (full and/orpart- 'time—).*. have hired the sob=conractors 6. ❑New construction 2.❑ I am a'sole proprietor or partner- listed an the-attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in:any capacity. employees and have workers' [No Workers' comp.insurance comp... surmce4 9. ❑Budding addition required.] 5. ❑ We area corporation and its 10.❑-Electrical repairs or additions '3.❑ I am a homeowner doing iZ•Work officers have exercised their 11.[]Plumbing repairs or additions myself [No Workers' comp. right of exemption per MGL :12.0 Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No Workers' 13.❑ Other comp.insmra ce regmred.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contactors that check this box m t attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors.have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance far my employees Below is thepolicy and joh site information. Insurance Company Name: Policy#or Self-ins.Lic.# WC h- a gBiration.Date: Job Site Address: Clty/Statc/Zip: Attach a copy of the workers' compensation policydeclaraffion page'(showing the policy number and expiration date). Failure,to:secure coverage as required under Section 25A of MGL c, 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as Well as'civil penalties in the form of a STOP WORK ORDER and a fbae 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 Iuvestizations of the DIA for insurance coverage verification. Ida hereby certify under fhe pa' s•an aloes of perjury that the information provided above is true and correct S' tare: Date: Phone# — Dfjkial use only. Do not write in this area, tb be completed by city or town aj{u ia1 City or Town: PermitUcense# 'Issuing Authority(circle one): .1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical InspectoEFIum�bing nspector 6. Other Contact Person: Phone.#: WE 'Town .of Barnstable } , Regulato Services . sus Thomas 1639 F.Geiler,Director 1�� Da Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,UA 02601 www.town.barnstable.ma.ns OfHee: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If_Using A. Builder as Owner of the ro subject 1 p P y heteby authorize b to act on my behalf in all'Matters relative to work authorized by this building permit CL (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not-to be filled before. fence is installed and pools are not to be utilized until all flaal inspections are performed and accepted. Signature et Signature of Applicant eco Print Name Ptint Name i Date j Q:F0RMS:0WNERPERMmsi0NP00LS Page 1 Residential Heat Loss and Heat Gain Calculation 3/6/2017 In accordance with ACCA Manual J Report Prepared By: Rusty's Inc. For: Henry Grieg 93 Hawes Hyanis, MA 02061 Design Conditions: Hyannis Indoor: Outdoor: Summer temperature: 74 Summer temperature: 88 Winter temperature: 70 Winter temperature: 2 Relative humidity: 50 Summer grains of moisture: 100 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Walls 3,143 0 3,143 12,140 Infiltration 1,088 1,826 2,914 11,319 Floors 0 0 0 10,481 Glassdoors 5,696 0 5,696 5,994 Ceilings 2,695 0 2,695 5,577 Windows 3,157 0 3,157 4,384 Fireplaces 0 0 0 2,114 Doors 101 0 101 392 Skylights 0 0 0 0 Misc 2,400 0 2,400 0 People 2,400 1,840 4,240 0 Duct 0 0 0 0 Whole House 20,680 3,666 24,346 52,401 ( 2tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. r i k T� e ct 1 , ei 16 i ( t r --- P� GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE FO HECKLIST K? 1.1 SCOPE WindSpeed(3-sec.gust)................... ....................................... .......................................... .......11m ph WindExposure Category.......................,.......:........................... ......:................................ ...... ..........41w 1.2 APPLICABILITY Number of.Stories ...................................... ...........................(Fig 2).............. 1- stori s <2 stories .. .. )� RoofPitch ........:::'.............................:.......:�.:`..............................(Fig 2) .........................:... < 12:12_ MeanRoof Height ......................................................................(Fig 2).................................' ft 5 33' BuildingWidth,W ......................................................................(Fig.3)..................................2-T ft <_80' Building.Length, L ......................................................................(Fig 3)................................. _<80' Building Aspect Ratio(L/W) .......................................................(Fig 4)..................................'. : ( <_3:1 1.3 FRAMING CON.N CTIONS General compliance with framingconnections?.........................(Table 2).................................................. 2.1 ANCHORAGE TO FOUNDATION Type of Foundation. .. ....................................(Fig 8)................................Itnz 9k"t�l� Foundation Anchorage NPDACA=-, t W5re v//S^PSc'j Proprietary Connectors Uplift...............................................................(Table 3)... A. :. °�'-.. U= 3oplf Lateral............................................................(Table 3)... S!/F� � L_ pif Shear.............................................................(Table 3).......... .......�.'........S=,1!-plf 5/8"Anchor Bolts BoltSpacing...................................................(Table 4)......................................._in. BoltEmbedment............................................(Fig 5)....................................... ..._in. Washer Size..................................................(Fig 8)............ in.x 3 in.x n.thick 3.1 FLOORS Floor framing member spans checked?.....................................(IRC or WFCM)........................................ Maximum Floor Opening Dimension..........................................(Fig 6)...............................LL ft <_ 12' Maximum Floor Joist Setbacks Supporting.Loadbearing Walls or Shearwall.................(Fig 7)...................................... ft 5 d Supporting Non-Loadbearing Walls.............................(Figs 8 and 9).......................................... Maximum Cantilevered,Floor Joists Supporting Loadbearing Walls•or Shearwall................(Fig 10)...................................._ft <_d Supporting Non-Loadbearing Walls or Non-Shear wall (Fig 11)............................. =ft _U4 VerticalFloor Offsets..................................................................(Fig 12)....................................=ft 5 d FloorBracing,at-Endwalls...........................................................(Fig 13).........................................�......... Floor Sheathing Type... ....................................................(IRC or WFCM)................... Floor Sheathing Thickness (IRC or WF - c J, in. Floor Sheathin Fastenin (Table 2).... ..e'..�?...... .... . 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig.14)......................... ft <_ 10, Non-Loadbearing walls........:.....................................I.(Fig 14).............................. �ft 5 20' Wall.Stud Spacing......................................................................(Fig 14)......................... in.<_24"o.c. Wall Story Offsets.......................................................................(Fig 14).................................=ft <20' 4.2 EXTERIOR.WALLS Wood,Studs Loadbearing walls........................................................(Table 5) 1 )(M 2x - ft in. Non-Loadbearing walls................................................(Table 5)....:...........2x ft in. Stud Continuity WSP Attic Floor Length..................:........................... r....... ft SW/3 ..........(Fig 15)C .... _ Gypsum Ceiling Length...................................... (Fig 15).................................._ft <W Double Top Plate Splice Length ............................................................(Fig 17) .... �I { ft Splice Connection(no.of 16d common nails)..............(Table 66JJ .. N� 5q. Loadbearing Wall Connections s-1400 cS 9 6�jpg)to tN OF r.gg Uplift(proprietary connectors)......................................(Table 7)................................ U= If ss 4 Lateral(no.of 16d common nails)................................(Table 7)........................................... i oa' M►CHELE n-Loadbearing-Wall Connections 0 CUD►LO o STRUCTURAL `� r G No 34774 .� 16 FSSIONN-� c GUIDE TO WOOD CONSTRU TIO,N IN HIGH WIND AREAS: 110 MPH WIND ZONE Uplift(proprietary connectors)......................................(Table 8)...............................oU= t?If Lateral(no.of 16d common nails)................................(Table 8).......................................... !/ Wall Openings Header Spans..............................................................(Table 9).................... ft — in.510' SillPlate Spans............................................................(Table 9)....................ift in.5 10 Full Height Studs(no.of studs)....................................(Table 9).................:......... ............. )` Connections at each end of header or sill Uplift(proprietary connectors able 9 ........................................:--lb. Lateral(proprietary connectors).....................(Table 9).......................................=lb. Wall Sheathing It Minimum Building Dimension,W - ?i(P Sheathing Type..............................................(Table ). -.I.. I... ........ Edge Nail Spacing (Table 10)...................................-�--in. Field Nail Spacing..........................................(Table 10)......:............................ - in Shear Connection(no.of 16d common nails)(Table 10).......................................... Holddown Capacity........................................(Table 10)................... ..A,D.......... I L Percent Full-Height Sheathing able 10 .. ............... la 9 g............. (T ). Maximum Building Dimension, L * =,36 1 i 11� `' '�e�bU SheathingType..............................................(Table;(tl.................................... Edge Nail Spacing........................................ (Table 11)................................... in. Field Nail Spacing..........................................(Table•11)................................... 12. in. Shear Connection(no. of 16d common nails)(Table 11)..........................................�F'r Holddown Capacity........................................(Table 11)............ .... .... lb. Percent Full-Height Sheathing.......................(Table 11)....... ..:....... .. �........ )�,t .�(L Wall Cladding 7F ' Ratedfor Wind Speed?................................................ ................................................................ 5.1 ROOFS Roof framing member spans checked?......................................(IRC or WFCM)....................................... Roof Overhang ................................................................(Figure 26) ............G�ft<_2'or U2 Truss or Rafter Connections at Loadbearing Walls 5PA4 e2 H Proprietary"Connectors t g, Uplift...............................................................(Table 12).............................. U= � Lateral............................................................(Table 12)....... . ........... L= ri Shear.................:...........................................(Table S= '._ Ridge Strap Connections-Tension...........................................(Table 13)/CAU-4 .1N .•••T= Gable Rake Overhang......................................................(Figure 26) ........... ft ft:5 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...............................................................(Table 14)..................... ...... U= — plf Lateral.(no..of 16d common nails).................(Table 14) ..... Roof Sheathing Type.... ........................................................(IRC or WFCM)......... . Sw Roof Sheathing Thickness.......................................................... .... � 1� I a 7/16 wsp Roof Sheathing Fastening..........................................................(Table 2).. . .�.....,.. .`. .� �oE MASS4,1 l �� , \�p�P� m Q-as -� c.t os e Town of Barnstable *Permit#P-1 Expires 6 months from issue date Regulatory Services Fee s. 106, u, 1 9. 14 Richard V.Scali,Director 'D V 3� 1 Building Division" PREss® Tom Perry,CBO,Building Commissioner p 200 Main Street,Hyannis,MrA 02601 SEP 212016 www.town.barnstable.da pp 1 Office: 508-862-4038 CI E DA /l'&Agf- Map/parcel : 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL®/> Not Valid without Red X-Press Imprint Number � ��`/ //� Property Address Residential Value of Work$ V i 000 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address ���/ � `}' /����✓ Contractor's Name Ro�?Lp-, `'G Telephone Numbers 7� Home Improvement Contractor License#(if applicable) 1 1 // 6—/ Email: Construction Supervisor's License#(if applicable)66`037 :?Cc 0 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner Q�I have Worker's Compensation Insurance Insurance Company Name 7&�""/��'"'� Workman's Comp.Policy# 6IR 24 3 `So�Ac Copy of Insurance Compliance Certificate must accomopy e*ce®r / Permit Request(check box) . K Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property.Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 f _ 0-4 9/9/2016 6:03:07 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABIfJTY fNSURANCE DATE(MWDDNYYYI TiFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMENO,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(&),AUTHORIZED IMPORTANT:Mthe certificate holder Is an ADOMNAL INSURED,the POIIc%les)must be endorsed. If SUBROGATION 15 WANED,subject to e terms and Conditions of the policy,certain POiicies any requite and endorsement. A statement On this certificate dory not confer rights to e Certificate holder in lieu of such endwseme s. PRODUCER CONTACT NAaR&: OCEANSIDE INS GROUP PINS FAX 52 WEST MAIN ST iAIC,No.Exq: (AIC,No): HYANNIS,MA 02601 E IItA11 ADDRESS: 77MWP w9WitE48I AlPDRDHIG COVERAGE NA+c a INSURED INSURER A: TRAVMMS PROPERTY CASUALTY COMPANY OF AMEBIC R GLOVER BUILDING COMPANY INC INSURERS: ' INBURiR C: PO BOX 703 INSURER O' MARSTONS MILLS,MA 02648 INSURERS: F. COVERAGES CER71FICATENUMBER: REVISION HUMBBt: INSURED NAM ADM FOR THE POLICY PErjOb INDICATED. moym irAmm ANY REQUIREMENT.""on CONDmON OF ANY CONTRACT OR OTNEII DOCUMENT WITH RESPECT TO WHICH 71Es CERTIFICATE MAY Be ISSUED OR Milky PERTAIN.THE INSURANCE APPORDED BY THE POLICES WWREIED HEM D SUBJECT TO ALL THE TERNS,EXCLUSIONS AND COMMIONS OF NIGH POLICES,UWS SHOWN NAY NAVE DOW FADUCED BY PAD CLAW& SHiR ADD SUB POLICY EFT DATE POLICY EMP DATE LTA TYPEO►INSURANCE L R POLICYNUMOM B 01110wYYY) (MMMYYYY) LIMITS GENERAL LIABLITY ACH OCCURRENCE COMMERCIAL GENERAL LIABILITY -- AMAGE TO RENTED S CLAIMS MADE OCCUR. MISES(Es oo=rence) _ ED EXP(Any—pin) S ERSCNAt &ADV 44MY 3 C�NL AGGREGATE LIMIT APPLIES PER: ENERALAGGREGATE S PCM ICY ❑PROJECT LOC CTS-C OMPIOP AGG S AUTDMOBILELIABILITY M46{NEDSINGLE S ANY AUTO WIT(Ea acddeM ALL CANNED AUTO ILYace INJURY�� S SCHEDULE AUTOS Per person! HIRED AUTOS ILY INJURY S NON-OWNED AUTOS �r�� OPERTY DAMAGE S Per eocldeM) UMBRELLA UAB OCCUR C14 OCCURRENCE S EXCESS LIA9 CLAIMS-MADE AGGREGATE S DEDUCTIBLE S RETENTION S S A wORKBYS COMPENSATION AND ENPLOYGMSILIABILITY Y/N US-2ES63354-16 01115=6 01/152017 X LIMITS OThER ANY PR0KRIT0RJPARTWR/E)GCVTrvE OFFICER/MEM8M EXCLLDED'1 A E.R..EACH ACCIDENT S 500,00() UMandale"b"14 El.DISEASE-EAEMPLOYEE S 500,000 Byes,deecrlbeunder OESMPrION OF OPERATIONS belay E.L.DISEASE_-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONSILACATIONONEWLENREBMCT1ON81aPECJAL jymn 7M REPLACES ANY PRIOR CERTfflCATB LSSUM TO'iTM CERIMCA'lE HMM AFPECTINO WORKERS COMP C'OVERAOE. . CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE 8HOUW ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 200 MAIN ST, BEFORE TM EMPDRATIoN DATE T141114",NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION&. AUTHORIZED REPREMENTHIVE HYANNIS,MA 0260! tt ACORD 26(201010&) The ACORO name and boo ate teoistered marks of ACORD 1108-MO ACORD CORPORATION. All rights reserved. the CotttTt ontr'ealf1i of_11n:ssa7chusetts '- Deptartateut of Indrtstrial Accidearls 0 rice of. evestigradons f , 600 Washington Street .` 1lsrstaat,JL4 02111 ,t-1t-1r:Inns S.gm.4ial Worker-s' Compensation Insurance Affidavit: lluiltlers.C:ontractor-&�'Elertticians:Pluutbers .Applicant Information Please Print Legibly Iti[an2e mtu-mess �anm+sasnandig7dital NIJ , str'State Zipffi : / Phvrxe rt: — kre you an emploter?Check the appropriate box: Type of project(required): I.Q I am a employer with #. I am a general contractor and I 6. New construction employeess(full an&or part-time).* have hired the sub-contractors _. l ariz a sole groprietar or partner- listed on the attached sheet.. 7 Remodeling ship and ha:•e cc employees These alb-contractors ha,:e g- LJ Demolition evarrl~ixag far lane is any capacity- etx p o;ve�anal hi-e wcsl:ers' - 9- ❑I3urlthng.addition [No workers'camp.insurance comp-instwance.- required.] 5_ 10 l e are a corporation and its I O.[]Electrical repairs or addiacns 3.[] I asi a hosnec+u i doing a!!trtxl officers have exercised their 11.0 Plumbing repairs or additions myself_[No lxarrkers'comp. rig ofexerttgatithstpex'If3i l?.�Roofrepairs inscrrance reiltured-]_ c. 152, y 1(4).and ive have no emp.op.ee .[No vxrlert 13.0 Other comp.insurance required.] •AY app4i,ara »aa rheeks box 41 unrit alas+fell ow the secron below:lmuriva tae_r weikers'cotspetsat on policy iufory at;oet. gFo=owners who sabra t this affidari€indicating they are doing,all work and them hue outside contractors mutt su2init a new affidavit indicating saec- -Coat ffic=e s:hat check this box must attached as additional thee stion ng the naves of the vice state whether sir not Those eaftnes b=e employees. I=the sub-coatmcron have employees..ees..tbey amhst provide their a o kw%`r Nzp.policy number, lam nit enrpla»ea tfrat r`s prat°idirrs,t¢r%ers'cornpensatian iarsarraaaca*far»rt`er►aplcrr ees Beloit,is the polity anal jot}site Insurance Company Nance- L Policy*»or Self-ins.Lic. � � � d iration Bate_ .a/� r,b.Site Address ,, V s City State Zip- � Attach a copy of the workers'compensation policy declaration pace(showing the policy number and expiration date). Failure to secure coverage as required under Section 2_5A ofMGL c. 152 coil:lead tr the intgasitaan of cfiminal penalties of a fuse pap to$1 500.00 andlor one-year imprisontueut,as well as civil penalties in the form of a STOP W'OR.ki ORDER and a fine of top to$250.00 a day against the violator. Be ad%ised that a copy of this statement may be forwarded to the Office of Ile estigstitarl s of the DLL for insurance co,erage verification. Ida hereky certify under the pai s enatties a erjun,that the information provided above is trite and correct. Z�> �, Si cure: Date: Phone 4: ��' Official u.se on]v. Do not tw ite in this area,to be completed hu cirr°or town offltiat City or Town: Permiu'License 9 Issuing:ltiuthority(circle one): I.Board of Health 2.Building Department 3.Gty,r'Towu Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 MAM . ' Town of Barnstable Regulatory Services ,Richard V.Scali,Director Building Division Thomas Perry,CBo Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize_ 1�.C} �-- (�i o\1elle, to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of job) Signa of OwnerEfate Print Name V If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:1Users\Ueco11dc1AppDatatLooallMicrosoftlWindows\Temporary intemet FitesiConvent.Out1ook12P1OiDHR\M(PRPSS.doc Revised 040215 - Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-039868 ROBERT J GLOVER PO BOX 703 MARSTONS MILLS MA 02648 Expiration: Commissioner 05/24/2018 v. Office of Consumer Affairs&Business Regulation - - ME IMPROVEMENT CONTRACTOR Type: egistraticn: 111157 xplratign: - 121912016 DBA R.GLOVER BUILDING CO. ROBERT GLOVER PO BOX 703/13 CURTIS BOG RD Q . , MARSTONS MILLS,MA 02648 Undersecretary' Regulatory Services Richard V.Seali,Director Building Division Tom Perry,Building Conn dssioner 200 Main Street,Hyannis,MA 02601 www Aown.barnstable.ma.us Office: 508-862AO38 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property hereby authorize G I o V to act.on my behalf, in all matters relative to work authorized by this building permit application€m: (Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed. and accepted. f Signs of Owner Signature of Applicant Print Name Print Name Date ' Parcel Detail Page 2 of 4 3/4/2008 12:00:00 AM Tony Podlesney Abatement Review 3/3/2008 12:00:00 AM Tony Podlesney Meas/Est - Sales History Line Sale Date Owner Book/Page Sale Price 1 5/15/1990 HEALY, MICHAEL P& CATHERINE C 7156/157 $315,000 2 5/15/1990 STASINAKIS, DORA 7156/155 $1 3 4/15/1990 STASINAKIS, DORA 90-P0586-A1 $1 4 8/13/1975 STASINAKIS, APOSTOLOS 2221/190 $0 5 9/16/2016 GREIG, HENRY FOX II &TAMASINE CONWAY 29939/126 $1,150,000 6 3/6/2016 HEALY, CATHERINE C 29861/259 $0 Assessment History Save Year Building XF Value OB Value Land Value Total Parcel # Value Value 1 2016 $128,500 $22,900 $2,000 $1,296,300 $1,449,700 2 2015 $152,600 $24,600 $1,800 $1,245,600 $1,424,600 3 2014 $152,600 $24,600 $1,900 $1,245,600 $1,424,700 4 2013 $152,600 $24,600 $1,900 $1,245,600 $1,424,700 5 2012 $156,000 $24,200 $1,600 $1,403,900 $1,585,700 6 2011 $174,700 $3,300 $0 $1,403,900 $1,581,900 7 2010 $175,200 $3,300 .$0 $1,403,900 $1,582,400 8 2009 $191,100 $2,400 $0 $1,742,600 $1,936,100 9 2008 $205,200 $2,400 $0 $1,815,500 $2,023,100 11 2007 $204,400 $2,400 $0 $1,815,500 $2,022,300 12 2006 $194,400 $2,400 $0 $1,480,100 $1,676,900 13 2005 $170,500 $2,300 $0 $808,100 $980,900 14 2004 $137,800 $2,300 $0 $808,100 $948,200 15 2003 $118,700 $2,300 $0 $348,300 $469,300 16 2002 $118,700 $2,300 $0 $348,300 $469,300 17 2001 $118,700 $2,400 $0 $337,000 $458,100 18 2000 $106,500 $2,500 $0 $167,200 $276,200 19 1999 $106,500 $2,500 $0 $167,200 $276,200 20 1998 $106,500 $2,500 $0 $167,200 $276,200 21 1997 $113,000 $0 $0 $167,200 $280,200 22 1996 $113,000 $0 $0 $167,200 $280,200 23 1995 $113,000 $0 $0 $167,200 $280,200 24 "1994 $114,500 $0 $0 $158,800 $273,300 25 1993 $114,500 $0 $0 $158,800 $273,300 26 1992 $130,200 $0 $0 $176,500 $306,700 27 1991 $98,600 $0 $0 $247,700 $346,300 28 1990 $98,600 $0 $0 $247,700 $346,300 I29 1989 $98,600 $0 $0 $247,700 $346,300 30 1988 $137,500 $0 $0 $153,400 $290,900 31 1987 $137,500 $0 $0 $153,400 $290,900 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=26691 9/21/2016 GENERAL STRUCTURAL NOTES AND MATERIAL SPECIFICATIONS: (RESIDENTIAL IRC CONSTRUCTION) FOUNDATIONS �+ �+�+u 1.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING NAILING SCHEDULE EDU LE CODE,LATEST EDITION. 110 MPH EXPOSURE C WIND ZONE 2. FOR SITE LOCATION AND GRADING INFORMATION,SEE SITE PLAN,BY OTHERS. 3. ASSUMED NET ALLOWABLE SOIL BEARING CAPACITY,Q=3000 PSF,FOR A MEDIUM SAND/GRAVEL JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING (( COMPOSITION. OTHER SOILS ENCOUNTERED,CONTACT THE ENGINEER OF RECORD. ROOF FRAMING: 4. CONCRETE: MINIMUM 28 DAY STRENGTH,F'C=3000 PSI,3/4"AGGREGATE,DESIGNED PER AMERICAN BLOCKING TO RAFTER(TOENAILED) 2-ad 2-10d EACH END CONCRETE INSTITUTE CODE,LATEST ISSUE,MAXIMUM SLUMP=4". RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-tad EACH END A.) ANCHOR BOLTS ASTM A307 GALVANIZED,MIN.5/8"DIAMETER,12"LONG,W/2-1/2"HOOK SPACED PER CODE CHECKLIST,OR WALL FRAMING: IN CONCRETE PIERS W/SIMPSON ABU-SERIES BASE;SPACED 2'O/C FOR SLAB-ON-GRADE CONSTRUCTION(I.E.GARAGE, TOP PLAres AT wTERsecnoNs(FACE NAILED) 4-16d 5-16d AT JOINTS BASEMENT WALKOUT,ETC.). STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"d.c. B.) ALL WALLS TO HAVE MIN.2#4 TOP HORIZONTAL,2"CLEAR,TO PREVENT SHRINKAGE CRACKS HEADER TO HEADER(FACE NAILED) sd sd 6"a.c.ALONG EDGES C.) ALL WALLS LONGER THAN 25'SHALL HAVE VERTICAL CONTROL JOINT WITH WATERSTOPPING BETWEEN WALL JOINT. FLOOR FRAMING: FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 1.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE,LATEST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(FOE NAILED) 3-16d 4-1 ad EACH BLOCK EDITION. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 2.STRUCTURAL DESIGN LOADS: JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST - DEAD LOADS:ACTUAL WEIGHT OF BUILDING COMPONENTS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST LIVE LOADS:SNOW LOAD =30 PSF(PLUS DRIFT)WITH APPLICABLE REDUCTION BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ATTIC STORAGE=20 PSF ROOF SHEATHING: LIVING FLOOR=40 PSF WOOD STRUCTURAL PANELS(PLYWOOD) SLEEPING FLOOR=30 PSF - RAFTERS.OR TRUSSES SPACED UP TO 15"oz. 8d 10d 6"EDGE/6"FIELD 4 DECKS AND BALCONIES=40 PSF - RAFTERS OR TRUSSES SPACED OVER 16"o.c 6d 10d 4"EDGE/4"FIELD WIND LOAD. CRITERIA USED FOR 110 MPH EXPOSURE C AS NOTED PER PLANS GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 3. STRUCTURAL STEEL: (AS REQUIRED) Wi GABLE ENDUCT WALL AL RAKE OR RAKE TRUSS ad 10d 6"EDGE/8"FIELD RS A. ASTM A572 GRADE 50;SHOP PAINT WITH RUST INHIBITIVE PAINT.THRU-BOLTS: ASTM A307,1/2"DIAMETER;PUNCHED GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ad 10d 4"EDGE/4"FIELD HOLES:9/16'DIAMETER. . B. WELDS: SHOP WELD CAP AND BASE PLATES TO COLUMNS;SHOP WELD BEARING PLATES TO BEAMS,USE E70XX CEILING—WALLBOARD W — GYPSUM WALLBOAARD Sd COOLERS 7"EDGEIIO"FIELD ELECTRODES. ALTERNATIVELY,FIELD WELD BY CERTIFIED WELDERS. C. DEFLECTION CRITERIA: U360 TOTAL LOAD DEFLECTION. WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 4.TIMBER FRAMING: STUDS SPACED UP TO 24"o.c. Bd lod 3"EDGE/12"FIELD A.ALL NEW TIMBER FRAMING:SPRUCE-PINE-FIR NO.2 WITH 1`13=1000PSI,E=L,300,000 PSI,OR BETTER. 1/7'&25/32"FIBERBOARD PANELS 8d — 3"EDGEf6"FIELD B.PRESSURE TREATED TIMBER(P.T.):SOUTHERN PINE WITH FB=1300 PSI,E=L,600,000 PSI,OR BETTER. 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD C.LAMINATED VENEER LUMBER:ALL L.V.L.SHALL BE 1.9E L.V.L.WITH FB=2925 PSI,E=1,900 KSI,Fv=285 PSI,Fx_PER=750 PSI, FLOOR SHEATHING: i Fc_PAR=3035 PSI. PARALLAM(PSL):ALL PSL SHALL BE MIN.1.9E ES WITH FB=2900 PSI,E=1,900 KSI,Fv=285 PSI,Fc_PER=750 PSI, WOOD STRUCTURAL PANELS(PLYWOOD) Fc_PAR=2900 PSI. NOTE THAT MICROLLAM AND PARALLAM MAY BE USED INTERCHANGEABLY- 1"OR LESS ad 1od 6"EDGE/12"FIELD GREATER THHANAN I"'THHICKNESS 10d 16d 6"EDGEl6"FIELD 1. DEFLECTION CRITERIA: U480 LIVE LOAD,U360 TOTAL LOAD 2. OPTIONAL: PROVIDE SHOP DRAWING SUBMITTAL OF ENGINEERED LUMBER SYSTEMS FOR APPROVAL PRIOR TO MATERIALS PURCHASING. 5.METAL CONNECTORS: AS MANUFACTURED BY SIMPSON STRONG-TIE CO.SHALL BE HANDLED AND INSTALLED PER MANUFACTURER REQUIREMENTS,WITH ALL NAIL HOLES FILLED,WITH THE SIZE NAIL AS SPECIFIED BY MFR.OR HEREIN. IECC201 2 RESIDENTIAL ENERGY EFFICIENCY DETAILS A. RAFTER TO RIDGE BEAM: SIMPSON LSSU-SERIES,OR SIMPSON STRAPS OVER TOP OF PLYWOOD,SPACED 16"O/C; RAFTER TO RIDGE PLATE(BOARD): COLLAR TIES MIN.1X6@ 16"O/C AT TOP OR SIMPSON STRAPS OVER TOP OF PLYWOOD CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION SPACED 16"O/C TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) B. RAFTER ENDS TO TOP PLATE: SIMPSON H2.5A FENESTRATION SNYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WP L BASEMEN S AB LRAW SPACE WALL C. BAND JOIST: SIMPSON STRAPS AT 4'O/C: CS-14R-48"CENTERED AT BAND JOIST U-FACTOR U-FACTOR R-vuuE R-VALUE R"-VA UE R-VA UE R-VA_VALUE R-VALuE 0,32 0.68 49 1 20 30 15,19 10(2FT:DEEP) IW13 6.BOLTS: BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS UNLESS NOTED OTHERWISE.BOLT HOLES IN WOOD SHALL NOTES: BE 1/32"LARGER THAN BOLT DIAMETER.BOLT HEADS AND NUTS SHALL BEAR ON STANDARD MALLEABLE IRON WASHERS,OR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. SQUARE PLATE WASHERS.ALL NUTS SHALL BE RETIGHTENED AT COMPLETION OF JOB. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 7,BLOCKING OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL A.BLOCKING SHALL BE SOLID BLOCKING,2X MINIMUM,AND FULL DEPTH OF MEMBER. B.STUD WALLS:PROVIDE BLOCKING AT 8'-0"O/C,MAXIMUM HEIGHT. CORNERS TO BE BLOCKED AT 48"O/C WITH PLYWOOD 3.REFER TO IEcc zolz CHAPTER 4 FOR ALL INSULATION ENERGY REQUIREMENTS EDGE NAILING TO THIS BLOCKING FOR THE FIRST 48"OF THESE BUILDING CORNERS. C.NAILING SCHEDULE: _ SOLID BLOCKING TO BEARING 2-8D TOENAILS EA.SIDE BLOCKING BETWEEN STUDS 2-10D TOENAILS EA.END,OR 2-16D END-NAILS EA.END D. NEW FRAMING:PROVIDE 2X BLOCKING FOR 2 JOIST/RAFTER BAYS AND SPACED 48"O/C IN JOIST AND RAFTER PLANE AT ALL EDGES,ATTACH PLYWOOD EDGES TO THIS BLOCKING SMOKE DETECTORS 1�I�1 8.NAILING SCHEDULE: •71N OKE DETECTORS EVIEWED ALL NAILING SHALL BE IN ACCORDANCE WITH THE WFCM TABLE 3.1 UNLESS NOTED HEREIN SPECIFICALLY. MULTIPLE STUDS 160 @ 12"STAGGERED A.ALL NAILS SHALL BE COMMON WIRE NAILS. B.SUB-BORE WHERE,NAILS TEND TO SPLIT WOOD. 9. HEADERS LESS THAN 4'-0",USE 2-2X6;ALL OTHERS PER MA STATE BUILDING CODE. A ,T B_ J LDIN4 QEPT. _ DATE BUILDING DEPT. WINDOW DETAILS & NOTES:1. WINDOWS SHALL BE:ANDERSEN 400 SERIES(UNLESS NOTED OTHERWISE)"WINDOWS,WHITE EXTERIOR wlW 3/4"GRILLES,FULL FIRE DEPARTMENT DATE NOV 2 3 2O q i6 DIVIDED LIGHTS(SDL)w/SPACER BARS AS SHOWN ON ELEVATIONS,LO -E HP 4 GLAZING W/WHITE HARDWARE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 2. ALL WINDOWS TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS,INCLUDING REQUIRED FLASHING&SEALANTS. ^1 p1 `M 3. THE REQUIRED DETAILS&DIMENSIONS OF THESE WINDOWS MUST BE FIELD VERIFIED BY THE G.C.PRIOR TO ORDERING. TOWN OF BARNSTABLE 4, THIS SITE IS WITHIN ONE MILE OF THE COAST AND IS SUBJECT TO WIND BORNE DEBRIS PROTECTION REQUIREMENTS.ALL WINDOWS AND DOORS WITH 50%OR MORE GLAZING TO HAVE PLYWOOD PANEL GLAZING PROTECTION FOR 110 MPH WIND SPEED PER 2009 IRC&MASS.AMENDMENTS, *r 5. CONTRACTOR TO VERIFY ALL WINDOW DETAILS WITH OWNER&ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING.UNLESS NOTED OTHERWISE,BOTTOM OF STRUCTURAL HEADERS/TOP OF ROUGH OPENING SHALL BE AT 6-10"ABOVE SUBFLOOR.ENLARGE RO AS REQUIRED TO FIT ADDITIONAL LAYERS OF FLASHING/BACK DAM HEIGHT. 6. ALL WINDOWS TO HAVE SILL PAN FLASHING w/BACK DAM. COTUIT BAY DESIGN. LLc NEW REMODELING FOR. THE DESIGNER SHALL BENOI SCALE : DRAWING NO.: ERRORS OR OMISSIONS PRE FOUND ON THESE DRAWINGS PRIOR TO STAR STARTOF OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL 1/411 LL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION AO 43 BREWSTER ROAD COMMENCES NATHOUT NOTIFYING THE MASHPEE MA. 02649 G R E I G RESIDENCE DESIGNER OF ANY ARE ERRORS OTHER USE O DATE PH. 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W/SIMPSON ABU66 9 2 g 6 UNKNOWN 19'-4^' 11 ULX L—J L—_J CUTOUT L_J THE .. 38'-0" SLAB W/ 3/4"STONE ¢� FOUNDATION [ FRAMING PLAN' A SECTION MASTER BEDROOM - A4 I���1----���\\//\\// REMODELING FOR, {Y 4 THE DETH ESE SIGNER SMALL BE TOTIFIEOIF ANY SCALE DRAWING NO. t r u ERRORS OR OMISSIONS ARE fOUND ON Ea COTUIT BAY DESIGN, LLC NEW R, p'1pM4CHL0 G�T� CONSTRtRIMONGTHE S FIRIWILDINGCONTTRACTOR 1/411 — 11-011 / runT11aaL y WILL BE RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD tPt'° O ;dTTd IN THESE DRAWINGS IF CONSTRUCTION IA4 G R E I G p V p y� COMMENCES ANYERRORSOROMIS I RESIDENCE CC'OIS1E��� THESE RAWINGSARRSOLELY MISSIONS SE OF DATE MASHPEE MA. 02649 PH. (508 274-1166 TOF HESE DRAWINGSNOTED. FER THE USE .I �S JNA' THESE OWNER TED.ANY OTHER WRITTEN A `C7 y/' //) THESE CONSENT OF THE REQUIRES THE WRIT EN 11/21/2016 FAX (50 )539-9402 93 HA1iVES AVE. , H�/ ON N I V MA �� c /� ARCHITECTOURA COPYRGEHT PROTECTION S' ACT OF 19W. .. .. A 'ri: 38'-0" INSTALL SIMPSON DTT1Z - - CUSTOM STL BRACKET @ TENSION TIES AT(4)LOCA IONS ' A 3 LOCATIONS,SEE DETAIL EVENLY SPACED FROM HO SE TO i [CUSTOM DECK JOIST STEEL A4 CUSTOM BRACKET GALVANIZED TUBE + STEEL STEEL BEAM BRACKET NEW 8"CMU SOLID g P.T.2 OI TS @ 16"o.c.F CORES AT CORNERS W/#5 VERTICAL BARS ———— —————- ' DRILL&GROUT INTO 2 P.T.JACK 2 P.T.JACK '2 P.T.JACK 2 P.T.JACK q EXIST.FOUND.& STUDS STUDS STUDS STUDS HORIZ.TRUSS EW, 1 3/4"x 11 114"WL BEAM REINFORCING AT - EACH CORE - NEW 8"CMU SOLID EA H C RE , CORNERS W/#5 VERTICAL BARS _ DRILL&GROUT INTO - — - EXIST.FOUND.& - HORIZ.TRUSSREIN t EACH CORE,(I)s$e C4 �a, yU 3{3"( U.ffF�� %iZ� ` 3; ? . EACH CORE (Z DIA.XiL U l{-'Z) ,.Slhl �G'JA Sl'o Tz SECOND FLOOR BALCONY II FRAMING PLAN 4'_p., I I I SEAL ALL BALCONY JOIST AREAS AT } HOUSE I P.T.7 x 7,PSL OR P.T.6 x BEAM P.T.2 x 6's @ 16"D.C. EXIST.2 x 8's @ 16"o.c. P.T.4 x 8 2: 2x4 KID STUDS @ 16"a.a. DIPPED GALVANIZED _ HSS 4 x 4 W/38"RADIUS BY BATT INSULATION(R15) FABRICATOR.IN THE FIELD ) 8.D 0100,HILT T T HY720 1"RIDGID FOAM INSULATION(R-5 min.) ATTACHED TO FOUNDATION w/ ADHESIVE NEW 8"CMU SOLID M.R.DRYWALL or BLUEBOARD CORES AT CORNERS _ y W/#5 VERTICAL BARS Y2"AIR SPACE DRILL&GROUT INTO P.T.2 x 4 WALL W/ EXIST.FOUND.& 1/2"GYP.BOARD %"BEAD OF BUTYL OR SILICONE HORIZ.TRUSS t PVC 1 x 5 CAP SEALANT AT SLAB EDGE REINFORCING AT - t EACH CORE PT 2x4 BOTTOM PLATE WEAVE INTO PVC 3"CROW CORNERS N - PVC 5/4 x 6 W1 RAS TTED BACK EXIST.2 z 8's @ 16"D.C. DOWEL EMBEDMENT S I D E Y Y A L L! T RIM DETAIL EXIST.12"CONCRETE WALL 1- SCALE: 1/2" - 1'-0" BALCONY DETAIL - REAR WALL DETAIL SCALE: 1J2" = 1'-0" SCALE: 1/2" THE DESIG ER COTUIT BAY DESIGN, ��C NEW REMODELING FOR. ��P`` F ANY ERRORS OR TION.THEHALL BUILDING NOTIFIED 2 MICHELE GN THESEDRAWINGSPRIORTOSTARTOF SCALE DRAWING NO. 43 BREWSTER ROAD � cUDILO CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" - 1'-0" //�' C �\ 1 c STRUCTURAL WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE MA. 02649 G R E I G R E S I D E N C E Nn'44774 INTTHESE DRAWINGS SA IF CONSTRUCT TH ON COMMENCES WITHOUT ANY ERRO SOYING THE PH. (508 274-1166 } �� DESIGNER ERNYERRORS OR OMISSIONS. DATE : "+cTEP' �4' THESE OPAWINOS ARE SOLELY FOR THE USE N�' OF THE OWWINGS RED.ANY OTH-FUSED F FAX (50 ) 539-9402 �C] VRY THESE DRAWINGS REQUIRES THERTHE 9 3 H AW E S AV E H\ / /` N N I�/ M A r /f A C l_ , CONSENT OF THE DESIGNER UNDER THE 11/21/2016 `D/H �! I/V"T"'V- A5 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1898. 5 a, ". ':'• sr✓/p'� �"gi, j GENERAL STRUCTURAL NOTES AND MATERIAL SPECIFICATIONS: (RESIDENTIAL IRC CONSTRUCTION) FOUNDATIONS 1.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING NAILING SCHEDULE CODE,LATEST EDITION. 110 MPH EXPOSURE C WIND ZONE 2. FOR SITE LOCATION AND GRADING INFORMATION,SEE SITE PLAN,BY OTHERS. JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 3. ASSUMED NET ALLOWABLE SOIL BEARING CAPACITY,Q=3000 PSF,FOR A.MEDIUM SAND/GRAVEL COMPOSITION. OTHER SOILS ENCOUNTERED,CONTACT THE ENGINEER OF RECORD. ROOF FRAMING" 4. CONCRETE: MINIMUM 28 DAY STRENGTH,F'C=3000 PSI,3/4"AGGREGATE,DESIGNED PER AMERICAN BLOCKING TO RAFTER(TOE NAILED) 2-16 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-i6 d 3-16d EACH END CONCRETE INSTITUTE CODE,LATEST ISSUE,MAXIMUM SLUMP=4". (j A.) ANCHOR BOLTS ASTM A307 GALVANIZED,MIN.5/8"DIAMETER,12"LONG,W/2-1/2"HOOK SPACED PER CODE CHECKLIST,OR WALL FRAMING F IN CONCRETE PIERS W/SIMPSON ABU-SERIES BASE;SPACED 2'O/C FOR SLAB-ON-GRADE CONSTRUCTION(I.E.GARAGE, TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1sd 5-16d 24 JOINTS t BASEMENT WALKOUT,ETC.). STUD To STUD(FACE NAILED) 2-is d l6d 16"D.C. rr HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES ,., � 7..J B.) ALL WALLS TO HAVE MIN.2#4 TOP HORIZONTAL,2"CLEAR,TO PREVENT SHRINKAGE CRACKS C.) ALL WALLS LONGER THAN 25'SHALL HAVE VERTICAL CONTROL JOINT WITH WATERSTOPPING BETWEEN WALL JOINT. FLOOR FRAMING: FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST .- J .... •®••1 1.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE,LATEST BLOCKING TO JOISTS(TOE NAILED) 2-8tl 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(FOE NAILED) 3-16d 4-16d EACH BLOCK =N EDITION. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-1 4-16d EACH JOIST .F JOIST ON LEDGER TO BEAM(TOE NAILED) 3-10d PER JOIST "T•... �� 2.STRUCTURAL DESIGN LOADS: 3-16d 4-16d PER JOIST DEAD LOADS:ACTUAL WEIGHT OF BUILDING COMPONENTS BAND JOIST TO JOIST(ENO NAILED) LIVE LOADS:SNOW LOAD =30 PSF(PLUS DRIFT)WITH APPLICABLE REDUCTION BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-i6 d a-t6d PER FOOT "( T ATTIC STORAGE=20 PSF RCOF SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD) LIVING FLOOR=4O PSF L'$9 SLEEPING FLOOR=30 PSF RAFT FIELD ERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD DECKS AND BALCONIES=40 PSF RAFTERS OR TRUSSES SPACED OVER 16"o.c. Bd tOd 4"EDGE 4"FIELD 1 `� WIND LOAD: CRITERIA USED FOR 110 MPH EXPOSURE C AS NOTED PER PLANS GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6" GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD 3. STRUCTURAL STEEL: (AS REQUIRED) W/STRUCTURAL OUTLOOKERS A. ASTM A572 GRADE 50,SHOP PAINT WITH RUST INHIBITIVE PAINT.THRU-BOLTS: ASTM A307,1/2"DIAMETER;PUNCHED GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD HOLES:9/16"DIAMETER. CEILING SHEATHING B. WELDS: SHOP WELD CAP AND BASE PLATES TO COLUMNS;SHOP WELD BEARING PLATES TO BEAMS;USE E70XX GYPSUM WALLBOARD 5e COOLERS - 7"EDGE/10"FIELD ELECTRODES. ALTERNATIVELY,FIELD WELD BY CERTIFIED WELDERS. WALL SHEATHING: C. DEFLECTION CRITERIA: U360 TOTAL LOAD DEFLECTION. STUD STRUCTURAL 2 E S(PLVWO 4.TIMBER FRAMING: sruos SPACED UP r0 4^o.c. Bd 10d 3"EDGE/12"FIELD A.ALL NEW TIMBER FRAMING:SPRUCE-PINE-FIR NO.2 WITH F13=1000PSI,E=L,300,000 PSI,OR BETTER. 12"&25/32"FIBERBOARD PANELS ad - 3"EDGE 6"FIELD B.PRESSURE TREATED TIMBER(P.T.):SOUTHERN PINE WITH FB=1300 PSI,E=L,600,000 PSI,OR BETTER. 12"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD C.LAMINATED VENEER LUMBER:ALL L.V.L.SHALL BE 1.9E L.V.L.WITH FB=2925 PSI,E=1,900 KSI,Fv=285 PSI,Fx_PER=750 PSI, FLOOR SHEATHING: Fc_PAR=3035 PSI. PARALLAM(PSL):ALL PSL SHALL BE MIN.1.9E ES WITH FB=2900 PSI,E=1,900 KSI,Fv=285 PSI,Fc_PER=750 PSI, wooD STRUCTURAL PANELS(PLvwaoD) Fc_PAR=2900 PSI. NOTE THAT MICROLLAM AND PARALLAM MAY BE USED INTERCHANGEABLY. I"OR LESS THICKNESS Bd 10d 6"EDGE 12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD 1. DEFLECTION CRITERIA: U480 LIVE LOAD,U360 TOTAL LOAD 2. OPTIONAL: PROVIDE SHOP DRAWING SUBMITTAL OF ENGINEERED LUMBER SYSTEMS FOR APPROVAL PRIOR TO MATERIALS PURCHASING. 5.METAL CONNECTORS: AS MANUFACTURED BY SIMPSON STRONG-TIE CO.SHALL BE HANDLED AND INSTALLED PER MANUFACTURER REQUIREMENTS,WITH ALL NAIL HOLES FILLED,WITH THE SIZE NAIL AS SPECIFIED BY MFR.OR HEREIN. IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS A. RAFTER TO RIDGE BEAM: SIMPSON LSSU-SERIES,OR SIMPSON STRAPS OVER TOP OF PLYWOOD,SPACED 16"O/C; CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION RAFTER TO RIDGE PLATE(BOARD): COLLAR TIES MIN.1X6@ 16"O/C AT TOP OR SIMPSON STRAPS OVER TOP OF PLYWOOD ' SPACED 16°O/C TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) B. RAFTER ENDS TO TOP PLATE: SIMPSON H2.5A FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEIAENT WAI L BASEMENTS AB GRAWL SPACE WA L FENEU_FACSTRATION U-FA TORGHT REVALUE REVALUE 0.-V/LLUE R-VALUE BASEME REVALUE C. BAND JOIST: SIMPSON STRAPS AT 4'O/C: CS-14R-48"CENTERED AT BAND JOIST 03z 0.w 14. 1 N S0 S 19 1012FT.OEEP MS 6.BOLTS: BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS UNLESS NOTED OTHERWISE.BOLT HOLES IN WOOD SHALL NOTES: BE 1/32"LARGER THAN BOLT DIAMETER.BOLT HEADS AND NUTS SHALL BEAR ON STANDARD MALLEABLE IRON WASHERS,OR 1,R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. SQUARE PLATE WASHERS.ALL NUTS SHALL BE RETIGHTENED AT COMPLETION OF JOB. 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 7.BLOCKING: OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL A.BLOCKING SHALL BE SOLID BLOCKING,2X MINIMUM,AND FULL DEPTH OF MEMBER. 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS B.STUD WALLS:PROVIDE BLOCKING AT 8'-0"O/C,MAXIMUM HEIGHT. CORNERS TO BE BLOCKED AT 48"O/C WITH PLYWOOD EDGE NAILING TO THIS BLOCKING FOR THE FIRST 48"OF THESE BUILDING CORNERS. C.NAILING SCHEDULE: SOLID BLOCKING TO BEARING 2-8D TOENAILS EA.SIDE BLOCKING BETWEEN STUDS 2-10D TOENAILS EA.END,OR 2-16D END-NAILS EA.END D. NEW FRAMING:PROVIDE 2X BLOCKING FOR 2 JOIST/RAFTER BAYS AND SPACED 48"O/C IN JOIST AND RAFTER PLANE AT ALL EDGES;ATTACH PLYWOOD EDGES TO THIS BLOCKING 8.NAILING SCHEDULE: ALL NAILING SHALL BE IN ACCORDANCE WITH THE WFCM TABLE 3.1 UNLESS NOTED HEREIN SPECIFICALLY. MULTIPLE STUDS 16D @ 12"STAGGERED A.ALL NAILS SHALL BE COMMON WIRE NAILS. B.SUB-BORE WHERE;NAILS TEND TO SPLIT WOOD. 9. HEADERS LESS THAN 4'4%USE 2-2X6;ALL OTHERS PER MA STATE BUILDING CODE. WINDOW DETAILS & NOTES: 1. WINDOWS SHALL BE:ANDERSEN 400 SERIES(UNLESS NOTED OTHERWISE)WINDOWS,WHITE EXTERIOR w/%'l GRILLES,FULL DIVIDED LIGHTS(SDL)w/SPACER BARS AS SHOWN ON ELEVATIONS,LOW-E HP 4 GLAZING w/WHITE HARDWARE 2. ALL WINDOWS TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS,INCLUDING REQUIRED FLASHING&SEALANTS. 3. THE REQUIRED DETAILS&DIMENSIONS OF THESE WINDOWS MUST BE FIELD VERIFIED BY THE G.C.PRIOR TO ORDERING. 4. THIS SITE IS WITHIN ONE MILE OF THE COAST AND IS SUBJECT TO WIND BORNE DEBRIS PROTECTION REQUIREMENTS.ALL WINDOWS AND DOORS WITH 50%OR MORE GLAZING TO HAVE PLYWOOD PANEL GLAZING PROTECTION FOR 110 MPH WIND SPEED PER 2009 IRC&MASS.AMENDMENTS. 5. CONTRACTOR TO VERIFY ALL WINDOW DETAILS WITH OWNER&ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING.UNLESS NOTED OTHERWISE,BOTTOM OF STRUCTURAL HEADERS/TOP OF ROUGH OPENING SHALL BE AT 6'-10"ABOVE SUBFLOOR.ENLARGE RO AS REQUIRED TO FIT ADDITIONAL LAYERS OF FLASHING/BACK DAM HEIGHT. tr 6. ALL WINDOWS TO HAVE SILL PAN FLASHING w/BACK DAM. THE DESIGNER SH-L BE NOl`IRED IF ERRORS ORAOMISSIONSIN AREOR TO FOUNDO SCALE DRAWING NO. COTUIT BAY DESIGN, LLC NEW REMODELING FOR: THESE ORAVANGSPRIORT THE RT OF COT WILL BE RESPONSIBLE FOR THE CONIENITOR 1/411 = 11-011 (e 43 BREWSTER ROAD COMM NOS WTHOUT NOTIMNG CONSTRUCTION THESE ORA ERN ARE SOLELYHERHUSE USE MASHPEE MA. 02649 �j RE I G RESIDENCE THESE ER WNGSOF�ARRORSOR OMISSIONSDESIG . DATE : PH. 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STUDS STUDS S , — STUDS NE 14-1 3/4"x,1 1!4"LVL BEAM m 1w a l 1 CLOS.�^ MASTE a l m 3K,1J m m�y NEW ' INFILL Q 3K'1J BATH W x o WINDOW IN EXIST m I I MASTER 2'0"DOOR �� (VAULTED CEILING) o o m Z m z EXIST.R.O. WINDOW 81 BEDROOM DROO PA LIVING RM. OPENING y (VAULTED CEILING) a; (VAULTED CEILING L 3 14'-6 114" 6'-8 3/4" 1 '-5" 1in 10314" V-51/4" H _ N ( 26 DOOR GAS /n x z I TILED 1 INSERT aD Q�' © WR. N K,J NEW4x8 i T T T l—L-II l NEW4x8 POST DN. / 1 POST[ 3K,iJ 00 © fJt`� CLOS• 4 TO FDN. r D I I TO FDN. - q o ON3106 N y � NEW_4I 11 4" 11 7f8"LVL BEAM ABOVE _ � GABLE oil n T' -n-r- - ----- ----- L_ ------- ---I---------------� rs"Doo CLOS. ABOVE CLCS. 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FULL SLA O/NE g 8"06"SMARTVENTS, z a BASEMENT m � TYPICAL OF TYPICAL NEW P.T.6 x 6 POSTS LU LOCATIONS AT TOP USE SIMPSON S.S.ABU66 z OF WALL EXIST.2x6 POST BASE&ENLARGED STEEL RIDGE BOARD NEW 44 POST PLATE DIRECTLY UNDER NEW POST UP TO BEAM IN ABOVE FOR S.F.BEAM 1ST FLR.CLG. EXIST. 2 x 6's @ 16"D.C. BRICK SHELF EXIST.2x8 _9 RAFTERS @ 16"o.c. EXIST.6 x 8 BEAM NEW 2x8"RAFTERS" ——f— �—_____ �—_�._—_ @ 16"o.c.,(5)10d SISTER FRAME A NEW SISTER FRAME A NEW NAILS EACH END L_ 3-1 3/4"x 7 1/4 WATER TYPICAL NEW 30"x 30"x 12" TO GIRT ON THE WATER NEW "LVIL _ L_J 3-1 314"x 7 1/4"LVL 2 x 6's @ 16"D.C. TO GIRT ON THE FACING SIDE CONCRETE FOOTING FACING SIDE 12 . ATTIC UP Exlsr.� 2 SANDWICH TIE BEAMS 2'x 2' 2 x 2 w BETWEEN RAFTERS W! �! CUTOUT CUTOUT (2)5/8"DIA.THRU BOLT/ of IN THE IN THE < WASHERS 3 1/2"x 5 1/2"PSL TIE BEAMON EXIST.2x6's 0 16"ox. 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FULL EACH SIDE OF NEW FJA@48"o.c.AT `o iUTLINE OF DECK i 1O POSTS/EXIST.BEAM EXIST.P.T.4 x 4 I�--O BASEMENT SILL 1 NEW PT 6X6 POST DOWN TO EXIST.CONIC. tO or ENLARGED CAP NEW 30"x30"x12"CONIC.FTG. PLATE EXIST.12"CONIC. — PATIO.USE SIMPSON ABU66 POST BASE.USE UNDER NEW PT 6.8 POSTS FDN WALL.FOOTING AC/ACE6 TO CONNECT POSTS TO BEAM. AT EXIST.POST LOCATIONS &REINFORCING INSTALL H2.5A TIES AT ALL JOISTS TO BEAM. W/SIMPSON ABU66 UNKNOWN 2'x 2'CUTOUT IN THE SLAB / _ L_J L—J 3/4"STONE, J TYP.4 LOCATIONS 38'-0" FOUNDATION / FRAMING PLAN A SECTION MASTER BEDROOM A4 f'r'.OF M r` 'r.( 4Ssq /`//��- HELE �/ THE DESIGNER BE NDTFlED IF ANY UNDON SCALE DRAWING NO. COTUIT BAY DESIGN, LLC NEW REMODELING FOR: ERRORS TION,THE BUILDIONSAREING CONTRACTOR fN(1 THESE DRAWNGS PRIOR TO STMT OF i GUDILO CONSTRUCT ON.THEBFORTGCONTENTOR 1/4"', ".TRuCTURAL -1 IMLLBERESPON81BLIF0O THE CONTENT 43 BREWSTER ROAD � r1 fill (n INTHESE DRAWINGSIF CONSTRUCTION n COMMENCES ANY ERRNOT FYIO THE MASHPEE ,MA. 02649 G R E I G RESIDENCE ' �� ;�n ��a Q THESE DRAOF W NGSME SOLELY FOR HE USE DATE OF THE OWNE NOTED OTTED ANY OTHER OF GNER PH. (508)274-1166 `�■/� e FG1 -fs �`� THESEDRAWNGSREOUIRESTHEK EN 12/07/2016 FAX(508)539-9402 93 HAWE S A�lE• H ■ AN N I� MA / `�v\� � CON THE TOF THE UR-C PYRIGH UNDERCTI V ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1690. r I INSTALL SIMPSON DTT1Z LLOC7ATIONS, USTOM 6ilr BRACKET @ TENSION TIES AT(4)LOCA IONS A E DETAIL EVENLY SPACED FROM HO SE TO DECK JOIST 1 CUSTOM CUSTOM BRACKET .re+aceBEAM BRACKET 4 .6NEW 8"CMU SOLID 9P.T.2 CORES AT CORNERS W/#5 VERTICAL BARS DRILL 8 GROUT INTO 4 P.T.JACK 2 P.T.JACK 2 P.T.JACK 2 P.T.JACK, q EXIST-FOUND.& S STUDS - STUDS STUDS - HORIZ.TRUSS NEW 4-1 374"x 11 1!4"LVL BEAM REINFORCING AT EACH CORE A NEW R CMU,CORES GROUTED SOLID D(2) WEAVE INTO7 45 VERTICAL BARS DRILLED&GROUTED - '� CORNERS INTO EXIST.FOUNDATION.HORIZONTAL TRUSS REINFORCEMENT AT EACH COURSE. (2)%"DIA.x12"A.B.TO PLATE or THRU BEAMS w/3x3xX"WASHER;(2)CONNECTORS - PER PIER:SIMPSON A35 TO TOP PLATE SECOND FLOOR BALCONY FRAMING PLAN 4'-0" I I I I I I I I I SEAL ALL BALCONY JOIST AREAS AT I HOUSE I I I ' P.T.7 x 7 PSL OR P,T.6 x.�BEAM P.T.2 x 6's @ 16"o.c. EXIST.2 x 8's @ 16"o.c. P.T.4 x 8 I 9ry Q- 2x4 KD STUDS @ 16"o.c DIPPED GALVANIZED HSS 4 x 4 W/38"RADIUS BY ) BATT INSULATION(R15) FABRICATOR.IN THE FIELD (w/6.EMBEDMENTHIT HY120 1"RIDGID FOAM INSULATION(R-5 mjr.) ATTACHED TO FOUNDATION w/ ADHESIVE NEW 8"CMU SOLID Yi'M.R.DRYWALL or BLUEBOARD CORES AT CORNERS W/#5 VERTICAL BARS Y2"AIR SPACE DRILL&GROUT INTO P.T.2 x 4 WALL W/ EXIST.FOUND.& 12"GYP.BOARD % HOR Z.TRUSS PVC 1 x 5 CAP SEALANT AT SLAB EDGE EA D OF BUTYL OR SILICONE RE NIFORCING AT EACH CORE PT 2x4 BOTTOM PLATE WEAVE INTO PVC 3"CROWN CORNERS PVC 5/4 x 6 W/ RABITTED BACK EXIST.2 x 8's @ 16"o.o. DOWEL °- EMBEDMENT S I D E WAL UT R I M DETAIL EXIST.12"CONCRETE WALL SCALE: 1/2"= 1'-0" REAR WALL DETAIL BALCONY DETAIL SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" MASS4Fs ■,y^�`) THE DESIGNER SHALL BE NOTIFIED IF ANY F®• _ TERRORS HESEDOROMIS FRIORREFOUNDON SCALE DRAWING NO. COTUIT BAY DESIGN, LLC NEW REMODELING r� THESE DRAW NOS PRIOR TO START OF �\\ `�1^� CONSTRUCTION.THE BUILDING CONTRACTOR " = 1 43 BREWSTER ROAD GUG� i Q IWILL aNTHESRESPONGSIF ONSTRIOONN 1/4 - 1 -0" ((,//���''' .( 1 ¢ OOMMENCESW HOS CONSTRUC110N G R E I �O L A; �A Q L(/ COMMENCES MA Y ERROOT—RM0.1 E �[/ DESIGNER OF ANY ERRORS OR OMISSIONS. MASHPEE MA. 02649 RESIDENCE 0- N� Q� = THESE DRAWINGS ARE SOLE LVFOROF THE O—ER NOTED MY OTHER7-E DATE PH. (508)274-1166 I '9,CG IS41 �� THESE DRAWNGS REQUIRES THE WRITTEN A5 CONSENT OF�E DESIGNER UNDER FAX 508 539-9402 P� ARCHITECTURAL COPYRIGHT PROTEC ON 12/07/2016 ( > 93 HAWES AVE. HYAN N I S MA FSS,ON IWT OF,WD. Yr' rri % ,.k'`3', '.f'j.tF�..,,.�;'�.r7•.,r.`.�;., ..... ./ ,..,..,rr ., e„.../.r,':. .. , ,.. 4' NOTE: - � �L✓ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - n4° 35�" &DIMONSIONS IN THE FIELD o � ` 2.) CONTRACTOR TO VERIFY ALL MATERIALS, 26 L/L) 11 to 11 s m-s^ DETAILS,&FINISHES IN THE FIELD WITH OWNER . 3.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE -• ) t A FASTEN JOISTS W1 THE 8TH EDITION MASSACHUSETTS AMENDMENTS BEAM WI SIMPSkN 4.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION S.S.H2.6ATIES OF ALL SIMPSON COMPONENTS.STAINLESS STEEL REQUIRED FOR 1(3)P. .2 x 12 BEAM THIS HIGH SALT AIR EXPOSURE LOCATION P.T.6 x 6 POSTS FROM NEW S.F.DECK 5.) ALL HARDWARE ON THIS PROJECT.TO BE.MADE OF STAINLESS STEEL 'DOWN TO 3 1/2"DIA.HELICAL PIERS TO 10'0"BELOWGRADE.VERIFY ALL BASE[ UPON THE LOCATION.USE OF GALVANIZED HARDWARE WILL BE DETAILS W/PIC#CONTRACTOR AT THE OWNER'S RISK&DISCRETION. v 6. ALL DECK SCREWS TO BE GRIP RITE NO-RUST EXTERIOR COATED OR S.S. EXIS .CO C.PA O ` uN0 R ! 7.) THIS PLAN FOLLOWS THE PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE FROM THE IRC2009 CODE r :o P.T.2x10 JOISTS 16"0.0. 8.) SEEP OT PLAN DEVELOPED BY DOWN CAPE ENGINEERING FOR W/MID•SPAN BL KING 1 . ALL NEW&EXISTING DETAILS ON THE PROPERTY LIN OF S F.DE KA VE _ _ _ __ __ _— — — P,T 6 x 6 POSTS FROM NEW S.F.DECK 9, USE PT.ACQ LUMBER HIGHER GRADE TO USE FOR IN THE GROUND DOWN TO 3 1/2"DIA.HELICAL PIERS! ) TO 10'0"BELOW GRADE.VERIFY ALL! LOCATION&TO WITHSTAND HIGH SALT AIR CONTENT l DETAILS WI PIER CONTRACTOR / ` S�-2 10.)THIS PROPERTY IS IN A VELOCITY FLOOD ZONE VE(EL.14.0') �/ (� a ALONG WITH HIGH WIND ZONE EXPOSURE"C"LOCATION. _ FOLLOW ALL REQUIREMENTS UNDER THE IRC2009 SECTION 322 &THE MMASSACHUSETTS AMENDMENTS FOR FLOOD ZONE CONSTRUCTION (f I P.T.6 x 6 POSTS FROM NEW S.F.DECK DOWN 31 i/2"DIA.HELICAL PIERS TO 1 0'0 B EXIST. FULL. P.T.2 x IOLEDGER BOARD SCREWED TO LY 'BELLOW GRADE.VERIFY ALL I I BASEMENT SOLI16- D BLO KINST N1rl( LE S ERLOK SCREWS DETAILS W/I PIER CONTRACTOR i I. VE FLOOD ZONE B.F.E.14.0' DECK FRAMING PLAN AZEK DECKING&-S.S. CABLE OR GLASS OANEL RAIUNGS EXIST. ., mi. LIVING I i FASTEN JOISTS TO _ BEAM WI SIMPSON S.S.H215A TIES Eli 9.7' INSTALL FLASHING UNDER EXIST.2 x Vs @ W o.c. HOUSEWRAP DECKING PVC FASCIA P.T.2 x 10's Q 16"o.G. 1 DECKING . .FIN.FLCPR.To HATCH BCI6T - _ —- "— BLOCKING 3-P.T.2 z 12's FLOOR JOISTS EXISTING GRADE(EL.7.0") P.T.2 x 1Us®16"D.C. P.T.2 x 1 OLEDGER BOARD SCREWED TO SOLID BLOCKING W/(2 LEDGERLOK SCREWS i ADDITIONAL 1'D"OF 16"o.D.WI JOISTS HAWERS 'nb pL.1M6`'- INSTALL PEEL&STICK DEPTH STORM EROSION - - ' RUBBER MEMBRANE EXIST. FULL sHEATHwc�GER B BASEMENT' m srt.4*w P.T.2 x 10LEDGER BOARD SCREWED TO NBLxaL plc .—oa1BIS SOLID BLOCKING W/(2)LEDGERLOK SCREWS WT Ulf'4AL IV'o.c.W/JOISTS HANGERS fATT64 ,oQwl�Lc(sP DECK ETAIL b j P.T.6 x 6 POSTS FROM NEW S.F.DECK , P111 BP < DOWN TO 3 1/2"DIA.HELICAL PIERS ' 10 MIN.—PPvoF oP ma,4oeD I TO 1 O'O'BELOW GRADE.VERIFY ALL - N N 0 Bye 'MIL DETAILS W/PIER CONTRACTOR Y""N i t A SECTION DECK -r,duAL 1-IECoL Pi L.L. DETAIL __ a I Tj A6 SCALE: 1/2"= 1'-0" i tNOFM4$�. THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEVI" REMODELING FOR: ��; UD�� ERRORSORONI.ITHEB ARE FWNOON SCALE : DRAWINGNO.: MICHELE wTHESE BE RESPONSIBLE DRAWING SI LE FOR TH cCTONO1R IT 1/411 = 1'-0" u 43 BREWSTER ROAD G„D1L° IN THESE DRAWINGS FORTNECONTEM COMMENCES THESEDRAWINGSIF HOUT NONSYING THN MASHPEE ,MA. 02649 G RE I G RESIDENCE S D n4 �Car RAWIN SAMOSOLELY FOR TH 's"', '�E0151E•Q�Q- THESE.OWNER NOTED. ALELYFORUSEEOO.4E DATE �� PH. (508)274-1166 1 (ON;" yq THESE THE DRAWING REQUIRES ED.AM OTHER USE OF 1 FAX(508)539-9402 93 HAWES A!/E. HYANN IS MA Jq CONOF BBOF SRHEDESIRI RUNDHECTI N 1/18/2017 . �+. ARCHITECTURAL DESIG ER UNDEEC110N ACT OF CTU f ' 6 - � 4 t�oin St. 50 0th 5 a R p NOTES Mam � m 1. DATUM IS NAVD 88 �a o O Co r + .v 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ' Q� -KA T�rEI S i , s`a ° BE USED FOR LOT LINE STAKING OR ANY OTHER A VE Vj J r)`vw PURPOSE. d' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING Ook f� DIGSAFE (1-888-344-7233) AND VERIFYING THE i LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES old St. �osn 50.00' PRIOR TO COMMENCEMENT OF WORK. Lewis 4. PER LAND COURT CONFIRMATION PLAN RECORDED IN Bay I PLAN BOOK 598 PAGE 48 THE PROMENADE IS A FOOTPATH EAONLY FOR LOTS SHOWN o RECORD PLANS FEEMEE INAREA TO LOCUS PER F EN IN WAY STATUTE. 5. EXISTING DWELLING IS CONNECTED_ TO TOWN SEWER Locu Nantucket AND WATER. W Sound o 6. SITE IS LISTED AS "BARRIER BEACH" PER DEP WETLAND CHANGE AREA MAP 7. DISTURBED AREAS, TO INCLUDE AREA OF PATIO LOCUS MAP REMOVAL, SHALL BE VEGETATED WITH AMMOPHILA sp., , w CULMS TO BE PLANTED 12 TO 18" APART, 8" DEEP, SCALE 1 =2000 f O o BETWEEN OCTOBER 15th AND APRIL 1st. o �5 ASSESSORS MAP 323 PARCEL 11 oo LOCUS IS WITHIN FEMA FLOOD ZONE VE (EL 14) AS SHOWN ON COMMUNITY PANEL #25001 CO568J w _ DATED 7/16/2014 ^ w ZONING SUMMARY o GRAVEL DRIVE ZONING DISTRICT: RB DISTRICT MIN. LOT SIZE 43,560 S.F. 20 50 0 MIN. LOT FRONTAGE 20' MIN. FRONT SETBACK 20 MIN. SIDE SETBACK 10' 21.50' MIN-REAR_SETRAGK _.10'____________'________' MAX. BUILDING HEIGHT 30' MAP 323 PARCEL 12 �y • JAMES E & KELLY M z W ° Y SITE IS LOCATED WITHIN THE AQUIrER PURCELL Co \ - PROTECTION OVERLAY DISTRICT 99 HAWES AVE -- 1 HYANNIS, MA 02601 �-OFF•TCB o� = 6 ti MITIGATION CALCULATIONS: Z O 0 1 MAP 323 PARCEL 10. HARDSCAPE 0-50' 50-100' o w TSIEN EDDY LLC co _ do 11 MOUNTAINSIDE DRIVE EXISTING: 1309 SF 859 SF c1 MORRISTOWN, NJ 07960 ^ o PROPOSED: 1195 SF 813 SF 6,8' PATIO o NET CHANGE: -114 SF -46 SF (-160 SF ttl.) 50' OFF rC 6 7' EXIST. EXIST. / -.►...� .. DWELL. DWELL. EXISTING DWELLN 9 TOF .1 SITE PLAN = FFLR = 9.7 OF 8.4' EMOVE STAIRS EMOVE PATIO (FULL #93 HAWES AVENUE DECK .4' HATCHED AREA) HYANNIS MA xwo kU N EXISTING BARREN AREA & AREA VACATED BY L►N BE VEGETATED WITH AMMOPHILA Sp. PREPARED FOR R MEN DE 52•43' Y -X CULMS TO TED MINIMUM 8" DEEP, 12 6 r 3 TO 18" APART FROM OBER 15 TO APRIL 1 HENRY FOX GREIG II COASTAL F83 6 CH pro a o jy ' `' '.,::•.. - DATE: JAN UARY 4, 2017 q,O ° `.� REV: JANUARY 19, 2017 (ADD DIM.) MHW V � o � HEAD l O A7 BULKHEAD) _ '�,• 1 l 41 GF Mgs3 /1/_p��DANI�EEL OF gq SH OF kggs ��N OF,ygS 9Coff 508-362-4541 KY/� �Tr �'y � � �s fox 508-362-9880 tiNNTs L7DANIELA �N c DANIELA. y�N �o`� DANIEL y�� A. 1 HARBOR io OJALA OJALA m A. OJALA downcope.com tl [` " CIVIL CIVIL OJALA No.40960 No.46502 No.46502 No.40980 v �Ao �� WI! cape engineering, //!c. o�Fs G �ss z'f�ss\o Scale: 1"= 20' N NTtilt SU civil engineers SUR land surveyors 939 Main Street ( Rte 6A) ICE # 1 6-4 >9 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 - - - - - _ 167419_-