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0045 CHANNEL POINT ROAD
led. "Er Town of Barnstable , AEASS.CABLE p' Building Department-200 Main Street '°TEOMA+°�00 Hyannis, MA 02601 Tel. (508) 862-4038. ..`. Certificate Of Occupancy Permit Number: B-2015-07046-1 CO Issue Date: 8/8/2016 Parcel ID: 326-103 Zoning Classification: RB Location: 45 CHANNEL POINT ROAD, Proposed Use: „1010 HYANNIS . - Gen Contractor: .PETER CAMPBELL Permit Type: Residential - Comments: • r Building Official. _ Date: n i'0 AD EL P 35.5 EXISTING FOUNDATION 1. d TOF = 15.8'. 16 H SHED FOUNDATION PLOT PLAN DCE #15-074 PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #45 CHANNEL POINT ROAD HYANNIS, MA SCALE .; 1" = 30' DATE 12-21-2015 PREPARED FOR: REFERENCE ; MAP 326 PARCEL 103 PETER CAMPBELL CERT #154997 HEREBY CERTIFY THAT THE STRUCTURE �ZN of Mtiss SHOWN ON THIS.PLAN IS LOCATED ON THE: GROUND AS SHOWN HEREON. moo`' Oil,"aIEL yG� I ,off 508 .2-45i41.ao 0 r' a fax 508-362-9880 v � ( L_A rn downcape.com O q iVC 4U9 v dowa cape engineerh inc, f, . 1 'Fl�Vs o� civil engineers 2- L - �j land surveyors I gNDg���o ------ 939 Moin Street (Rte 6A) ------------ -------- YARMOUTHPORT MA 02675 DATE REG. LAND RVEYOR TOWN OF BARNSTABLE BUILDING PER PLI TI bl �b�oll so � Map 3Z Parcel O� '::��*Application # Health Division 7 Date Issued "Z3-7 T Conservation Division Application Fee 0 Planning Dept. Permit Fee 2_ Date Definitive Plan Approved by Planning Board `� Z� , 0o G•��. 1 Historic - OKH _ Preservation / Hyannis 2- Project Street Address VillageY4k�� Owner u�� (� fie (�. Address Y7 64"W51e .s;"- •`�. Telephone ..�d� 771- `A I P ,, Permit Request v A;�X V4W, 3 aC � ,T c�y�/4•�s, ,em 4,111 6� l�irrs% , ZkoC-7) Square feet: 1 st floor: existing �1'`proposed Aff1Z 2nd floor: existing O proposed 45e Total ng ZRaG Zoning District. R l Flood Plain ,( Groundwater Overlay Project Valuation �s�a k, Construction Type P61041 YW'� Lot Size /� ZZ Grandfathered: ❑Yes Ell No If yes, attach supporting documentation. Dwelling Type: Single Family Wo- Two Family ❑ Multi-Family (# units) Age of Existing Structure /97s'3 Historic House: ❑Yes O'l�lo 'On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other 191-tkh aul- &nrJe_. Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) O (� Number of Baths: Full: existing 9 new Z Half: existing C> new Number of Bedrooms: _ 2 3 existing 3 new Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Other Central Air: 2" es ❑ No Fireplaces: Existing D New O Existing wood/coal stove: ❑Yes 2'Ivo Detached garage: ❑ existing © new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing &ew size _Shed: ia<xisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use '�r.���u-cc, Proposed Use �����c . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c (,l Telephone Number J� 7S 7 Address `/y /34SU-41,k License# C�S -:D 76130�K 4�CY,-A toe, OZG&C) Home Improvement Contractor# /%�6�76Z Email �e'G�ot�ST�vC�.�aw CD a/4eAsty&A9'Worker's Compensation # -Nei - aG4S6y7Z7 -As" ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO sfi-1- G�to (10 SIGNATURE Z DATE - f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ti FOUNDATION FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .y FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigafidns .' 600 Washington Street Boston,MA 02111 www mass.gov/dia 'Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers, Applicant Information 1 ` Please Print Legibly Name (Business/Organization/Individual): Address: /�`.S 4 46, City/State/Zip:s o OVA60 Phone Are you an employer?Check the appropriate bo Type of project(required): I.❑ I am a employer with 4. L1 1 am a general contractor and I employees full and/or part-time).* have hired the sub-contractors ' 6. New construction ( P ) 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, [demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance.1 required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions ' 3.❑ I am a homeowner doing all work officers have exercised their, l l.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof.-repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have. } employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. •�'' Insurance Company Name: t.►'�d+�� Policy#or Self-ins.Lie.#: zz Z —4S— Expiration Dater A /i1/2 Job Site Address: �gr 6_6A"B R-14A City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains penalties ofperjury that the information provided above is true and correct Signature: Date: A Phone#: �. Official use only. Do noWwrite in this area,to be completed by city or town official Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbmg Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not.more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local Iicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner of citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and.should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Inivestigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE 1. MITCHELL RESD. ADDN. AT 45 CHANNEL POINT RD., HYANNIS, MA PAGE 1 OF 4 CHECKLIST OK? 1.1 SCOPE WindSpeed(3-sec. gust)........................................................... ...................................:.............. 110 mph WindExposure Category........................................................... ..............................................................B 1.2 APPLICABILITY Number of Stories ...................................................................... (Fig 2)........... 2_stories <_2 stories Roof Pitch .................................................................................. (Fig 2) ...................._10:12_ <•12:12 Mean Roof Height ..................................................................... (Fig 2)............................_<33 ft <_33' Building Width,W ...................................................................... (Fig 3).......................... — 34.0 ft :580' Building Length, L ..................................................................... (Fig 3)................................. 53.3 ft <_80' Building Aspect Ratio (L/W) ...................................................... (Fig 4)........................_1.56_:1_<_3:1 1.3 FRAMING CONNECTIONS General compliance with framing connections?......................... (Table 2)................................................. 2.1 ANCHORAGE TO FOUNDATION Type of Foundation..................................:................................. (Fig 8)..........._STEMWALL Foundation Anchorage Proprietary Connectors Uplift.............................................................. (Table 3)...............................U=_—plf Lateral............................................................ (Table 3)...............................L==—plf Shear.............................................................. (Table 3)...............................S=_—plf 5/8"Anchor Bolts Bolt Spacing.................................................. (Table 4).................................._36_in. Bolt Embedment............................................ (Fig 5)........................................_7_in. Washer Size.................................................. (Fig 8)..._3_in.x_3_in.x 1/4_in.thick 3.1 FLOORS Floor framing member spans checked?..................................... (IRC or WFCM)....................................... Maximum Floor Opening Dimension.......................................... (Fig 6)...................................__ft <_ 12' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................ (Fig 7)...................................._=ft <_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-Shearwall (Fig 11)...............................__ft <_L/4 Vertical Floor Offsets.................................................................. (Fig 12)..................................=ft <d' Floor Bracing at Endwalls .......................................................... (Fig 13).....................................,............. Floor Sheathing Type..................:.............................................. (IRC or WFCM)........... WSP- Floor Sheathing Thickness......................................................... (IRC or WFCM)......................._3/4_in. Floor Sheathing Fastening......................................................... (Table 2)8d@6"o/c EDGE, 12"o/c FIELD_ 4.1 WALLS Wall Height Loadbearingwalls........................................._............. < . (Fig 14).............................._8_ft _ 10' Non-Loadbearing walls................................................ (Fig 14).........................._<18_ft :520' Wall Stud Spacing...................................................................... (Fig 14)...................._16_in.<_24"o.c. Wall Story Offsets....................................................................... (Fig 14).................................._=ft <_d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................ (Table 5).....2x_6_-_8_ft_+/-_in. Non-Loadbearing walls................................................ (Table 5)....................2x_<18 ft-5—in. Stud Continuity WSP Attic Floor Length ............................................... (Fig 15)..............................__ft <_W/3 Gypsum Ceiling Length ............................................... (Fig 15)..............................24_ft <_W Double Top Plate Splice Length............................................................... (Fig 17)..........................34'wall:_4_ft Splice Connection (no. of 16d common nails)............. (Table 6)......................................._13O Loadbearing Wall Connections: ................................................ N/A, single-STORY ��Of MgSSA Uplift(proprietary connectors) ..................................... (Table 7)...............................U=—_plf LE oyG� Lateral (no. of 16d common nails)............................... (Table 7)........................................ Non-Loadbearing Wall Connections: ......................................... N/A, single-STORY S7/� C. No .34774 �, O,c GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE MITCHELL RESD. ADDN. AT 45 CHANNEL POINT RD., HYANNIS, MA PAGE 1 OF 4 Uplift(proprietary connectors) ..................................... (Table 8)................................U==_plf Lateral (no. of 16d common nails)............................... (Table 8)........................................ Wall Openings, Header Spans.............................................................. (Table 9).................._5 ft=_in. <_ 10, Sill Plate Spans............................................................ (Table 9).................._5 ft_-in. <_ 10' Full Height Studs(no.of studs) ................................... (Table 9)......................................._3_ Connections at each end of header or sill Uplift(proprietary connectors)....................... (Table 9).....................................__Ib. Lateral (proprietary connectors).................... (Table 9)....................................._=Ib. Wall Sheathing Minimum Building Dimension,W Sheathing Type............................................. (Table 10)............................ WSP Edge Nail Spacing......................................... (Table 10)................................._3_in. Field Nail Spacing.......................................... (Table 10).............................._12_in. Shear Connection (no.of 16d common nails)(Table 10)..................................4/FT_ Holddown Capacity ....................................... (Table 10)................................... -_lb. Percent Full-Height Sheathing ....................:. (Table 10)_58%=19.7' OK rear_, NG FRONT Maximum Building Dimension, L Sheathing Type............................................. (Table 11)..........................._WSP Edge Nail Spacing......................................... (Table 11)................................_3_in. Field Nail Spacing.......................... (Table 11).............................._12_in. Shear Connection (no.of 16d common nails)(Table 11).................. ..............._4/FT_ Holddown Capacity ....................................... (Table 11)...................................__lb. Percent Full-Height Sheathing ...................... (Table 11)....................._30%=16' OK Wall Cladding Ratedfor Wind Speed? ............................................... ................................................................ 5.1 ROOFS Roof framing member spans checked?..................................... (IRC or WFCM)....................................... Roof Overhang ................................................................ (Figure 26)..........._<2_ft<_2' or L/2 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors................................................ 34' SPAN: Uplift.............................................................. (Table 12)........................U=_353_plf Lateral............................................................. (Table 12)............................ L=-176_plf Shear............................................................. (Table 12)............................S=_77_plf Ridge Strap Connections—Tension .......................................... (Table 13)COLLAR TIES USED T=- 'plf Gable Rake Overhang...................................................... (Figure 26)............_ft ft<_2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors:............................................... NO OUTLOOKERS: N/A Uplift.............................................................. (Table 14).............................U==_plf Lateral (no. of 16d common nails)................. (Table 14)........................................ -_ Roof Sheathing Type ................................................................. (IRC or WFCM)........... WSP Roof Sheathing Thickness.......................................................... ..........................._7/16_in.>_7/16"wsp Roof Sheathing Fastening.......................................................... (Table 2)...8d @ 6"O/C EDGE& FIELD SEE PAGES 3,4 FOR SHEATHING NAILING DIAGRAMS "ALL FIG. 17 STRAPS/TIES REQUIRED H OFMgss9 �y lE 87 RUCDT�LO No 34774AL y _ ''STEPE���tQ dNAL���N ` AWC Guide to Wood Construction hi HWz Findfireas: 110 fltph Hr7sd Zo e M2sSac-husetts Checklist for Cc 'a ce •Ill �1 Il 7t7D Ctr11Z�3Di__!_I 4. a. From Tables 10 and 11 and location of wall sh-eathing and Building Aspect Rafdo,determine P 'ut Furl-Height Sheathing and Nara-Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows L Panels shall be Installed With strength arcs parallel to studs. il. -All horizontal joints shall D=ir over and be nailed to framing., uL On single story construe ion,panels shall be attached to bDttom plates and top inember f the double top plate. iv. On two story construction,upper panels shall be attached to thd top member of the uppe double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be madi to band Joist and lower attachment made fD lowest plate at first floor framing. v. Ho[innU nail spacing-- double tap plates,band joists, and girders shall be a double row of ad staggered ftt 3 Inches on center per figures below.Vertical and HoiimnW Nailing for Par el Attachment S. Gla dng protection:a)'new house or horizontal addition—required u project Is 1 mile or closer to shore(gen lfy,south of Rte.28 or north of Rte.6) b)vertical addition-not requlred unless there is extensive renovation fo the first floor c)replacement windows—needs energy conservation compllance only(chap 93) S.Wood Frame Construction Manual(WFCM)for 110 MPH, B?osure B may be obtained from the.Amedcan Wr od Council (AWC).websm, ' f WN�ttxea�•-�Parsou _ • u 1 • rt u u I - ! •1 u I . • u 1 11 tad 1 1 � TO 4 - I IL • p ,,1 1-r— 1 { 1 i f 1 ILK ii di Q 1 - i i _ nIf t3 d i ' if I IDaELSrlt�ll6c t 11 1)1- li j! gzp • .� 11 r W I l -. +JS� 1 p id diti 1 1 1 c � - t, If ii i 1 Y i rent STAB r 3•tAltd NA .Si'AG1NG 1u►LPr�TrL�Tt! PM tr— L. PAM�_f Eit WUFV E E 4rLEDGE spAC 40 DE see Detail on NEW Page Vertical and HDriz�trfal Nading Befall Nailin V= for Parini Attachrnent fi�a1 grid Hofizanlal g for Panel Affachrmni ' o�-iHE 7p�'{� Town of Barnstable 0 ' Regulatory Services MARS cE$ Richard V.Scali,Interim Director, 1639. �e oT A �►�. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 r P �eY Pro Owner Must _ Complete. and Sign This. Section If Using A Builder I,�a`h''1�° t � C�✓► t ,as Owner of the subjectptoperiy hereby authorize Cal l to act on mp behalf in all tnattets-relative to wotk authorized by this building permit n !�tjo ,ru�Addtesb) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled ot.utilized before fence is installed and all final inspections are performed and accepted. i Signature of Owner Signatute of Applicant Print Name Print Name O_ 6a If Date Town of Barnstable Regulatory Services oFVE To Richard V.Scab,Interim Director Building.Division - i MUU45TAX£ - Tom Perry,Building Commissioner - �� 1 1w� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-962-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ; Please Print DATE: JOB.LOCATION: number street village "HOMEOWNER": name home phone# work phone i CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A,person who construct more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeownez"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands'the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Appioval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any.homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do'such work,that such Homeowner shall act as supervisor.., Many homeowners who use this exemption are unaware that they are assuming the responsibilities*of a ssperrisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. Y To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. :m 20Q -D2 11118/04 Subsfit¢te DernalRebzull Zt� ug Ordinance Amendment :on amotiara dulymade and-seconded it was ZD : - at C ` 7D�Article III-of fhe Town ofBamstable General Oi inances, fhe Zoning divance,ls h=byamended byinsmtingpamgr$ph'7 to-Section 4-4.Z Nonconforming •ts',to read ss•follows: ' Develop ed LQt Prutecdon—Dmnol *n&R.ekdIding on No'n-conforming Vats: ' Pro-existing le uon-ca g a wIm, ave�b the eosn __ of a aide ar two-family resident-which confm=d to all provisions of fbe zoning ardinancc or bylaw at the time of construction shall be c44i d to campletely._ demalisli the old residmnce and construct thereon a new residence in accordance with ' the following. A) As of Right ` T'hc.proposed d.emohdon and rebuilding sh-allbepmmitted as-of-right on a•pre- a)H t legal non-conforming lot that containt a minimum of 10,000 sq.I of. contiguous upland provided that the Building Con-imi sioner detemlin.es that all of the following cmteda..are met; 1) The proposed new.strnctuQe tonfanns to-all c=tat use and setback require=nts of the zoning district it is located-' 2) The proposed construction conforms to the following requirements of lot coverage, floor area ratio and bm7dingheight: a- Lot Coverage by all building and all•structures shall not exceed twenty percent(20%)or Bic existing lot coverage,whichever is gzeafer; b. The Floor Area Ratio shall not exceed 03 0'or the ex*&ang p`loor Area Ratio of the structure being demolished and rebuilt,whiche Per greater; and c; The building height in feet shall not exceed'thirty(30)feet to the highest Plate, and shall contain no more than 2 %Stones: The building height in feet shall be def ned as the vertical distance from the average grade plane to plate. 3) Further expansion of the rebuilt strn-ctare must conform to Section 4A.2 A)2) :T above, B)By Special Permff: If the proposed demolition and rebuilding cannot satiify the criteria established in Section 4.4.2 7) A) above,then the Zoning Board of Appeals may Oow the demolition and rebmlding byspecial Penn tprovided that th:e$aard finds that; ' The praposed and sebach are equal to ar ater hn he yard•setbac5p of he .• , e)dsting bunding; and All the ciiteria in 4.4.2 7)A)2)j�b & a, abo�zs diet. The proposed new dwt-, i g would not-be substantially more cl tb m uta7 to$ce ATRUEGaf YA`TEST - nationalgr'd November 18, 2015 Peter Campbell 45 Channel Point Rd. Hyannis, MA 02601 To Whom It May Concern: RE: 45 Channel Point Rd. Hyannis, MA 02601. This letter is to confirm that we have cut and capped the gas service to the above property for construction. I can be reached directly at 508-760-7434 should there be any further questions. Sincerely, 7 Bill Ciocca Gas Sales Support Representative Cape Cod. Nov. 13. 2015 11 : 23AM No. 2931 P. 1/1 One NSTARWay EVERS"W"URCE Westwood,Massechusetts02090 ENERGY November,13., 2015 Patricia R Mitchell 44 Hisbank rd South Dennis, Ma . RE: 45 Channel Point Rd Hyannis, Ma. 02801 Dear Patricia R Mitchell: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 11/12/15, the electric service to 45 Channel Point Rd Hyannis, Ma. 02601, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. `L Sincerely, 9"- / .G Dollie Gayle New Customer Connects a a�TMs Department of Public Works s , �► Water Supply Division , , , 16j9. A, Hyannis Water System Operations _ Via Facsimile# Email: pecconstruction@comcastmet November 18, 2015 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 RE: 45 Channel Point Road Hyannis Ma. —ACCT#606280-1 Dear Sir. Please be advised that the above water service was shut off and the meter# 88504454 removed on Tuesday,November 17,2015. The owner has informed us that the building is going to be demolished. If you have any questions,please call the office at(508)775-0063. Sincerely, Kishan(Chris)Manhas Hyannis Water System 47 Old,Yarmouth Rd. Hyannis Ma. 02601 10/21 /2015 9 : 37 : 26 AM 8790 ® 02/02 r $p 710 (MMIDDNYYY) • � CERTIFICATE OF LIABILITY INSURANCE /21 12015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,.EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 04971-001 UWCT April Tarr The Fairway Agency Inc a/c°p.NILo.Ext: FAIc.No.: 479 Turnpike St Unit 6 ADDRESS: service@ thefairwayagency.com South Easton,MA 02375 INSURER(Sl AFFORDING C V RAGE AIC! INSURERA: Associated Employers Insurance Company 33758 INSURED INSURER B: Michael J Dangelo Building 6 Remodeling Inc INSURERC 105 Horseshoe Lane Centerville, MA 02632 INSURERD: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 13Y����PAID CLAIMS. ILTR TYPE OF INSURANCE WSR POLICY NUMBER PMfDDIYYYY MMADY/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ MERCIAL GENERAL LIABILITY DAPoIAGE TO RENTED $ COM PREMISES RENTED CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ -ENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ OLICY LIE OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMSMADE AGGREGATE $ KDEO RETENTION $ �nJCS U TH $ AND EMPLOYERS COMPENSATION X TORY LIMNS MNS OER AN P P /PARTNER/E7�CUTIVE YIN E.L.EACH ACCIDENT $ 100,000.00 A OACEIrM rn �Ex U E ? Y NIA WCC-500-5006733-2014A 12/19/2014 12119/2015 --- �� SSCR (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000.00 f( D� I 9PERATIONSbe1orr E.L.DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) ) CERTIFICATE HOLDER CANCELLATION Peter Campbell Construction 44 Highbank Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE South Dennis,MA 02660 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE _ ©1988.201,6 ACO D CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1'503 CERTIFICATE OF-LIABILITY INSURANCE 3/23/2015 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER: IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Select Dept ext ,66807 NAME: P Eastern Insurance Group LLC PHONE FA (508)651-7700 1 A/C No:(781)586-8244 233-West Central Street -MAIL ADDRESS:selectwork@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERA.Ohio Casualty Insurance Co = INSURED INSURERB:Excelsior .Insurance Company 11045 TC Tyndall & Clark Plumbing & Heating INSURERCAmGuard 42390 18 Atlantic Avenue INSURER D INSURER E South Dennis MA 02660 INSURERF: COVERAGES CERTIFICATE NUMBER-CL14121650222 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 ADD BR - POLICYEFF POLICY EXP LIMITS - LTR POLICY.NUMBER. MMIDDIYYYY MMIDDNYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00, X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED r A CLAIMS-MADE X OCCUR KS PREMISES Ea occurrence_ .$ 300 00 55735990 2/15/2014 2/15/2015 MED EXP(Any one person) . '"$ 15,00t PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,0& GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S 2,000,00' POLICY X PRO- LOC $ JEC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident _ 1,000,00 ANY AUTO BODILY INJURY(Per person) S B ALL OWNED SCHEDULED 1811131 12/15/2014 2/15/2015 AUTOS M AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOSAUTOS Per accident $ Medical payments $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $ 100 001 OFFICER/MEMBEREXCLUDED? F7N NIA CWC655988 /7/2015 /7/2016 (Mandatory in NH) E.L.DISEASE-'EA EMPLOYE9 S 100,001 If yns,describe under DESCRIPTION OF OPERATIONS below -- - .. .E.L.DISEASE--POLICY LIMIT, $ 500 .00t DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Plumbing, HVAC, Electrical Work. ; s CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Peter Campbell - ACCORDANCE WITH THE POLICY PROVISIONS, DBA: Campbell Construction` 44 Hlgilbank Road- AUTHORIZED REPRESENTATIVE South Dennis, MA 02660 . John Koegel/KH3 ---- ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. 7/29/2015 3 : 34 : 14 PM 8T90 ® 02/02 e�I QRt�� CERTIFICATE OF LIABILITY INSURANCE DATE 129/201 Y1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVEL"R 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 poilcy(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 Ileu of such endorsement(s). PRODUCER 00790-001 kp p CT Frank L Morgan insurance Agency Inc AIC;NoNe e.E8: 1508)775-5830 /UG.No.. (508)775-6688 ' P 0 Box 250 IMSS: Hyannis,MA 02601 INSURBtS)AFf INSURER A 'AAM.Mutual Insurance Company 33758 INSURED - - Christopher Leclerc $ Leclerc and Son -P 0 Box 1909 ,. uRsr D•-" Sagamore Beach, MA. 02562 INSI 1 U COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED: NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I R . ...TYPE OF INSURANCE POLICY NUTABER UMrn _ GENERAL LIABILITY - EACH OCCURRENCE $ . COMMERCIAL GENERAL LIABILITY �... PAMA Oa NTED e S CLAIMS-MADE OCCUR. - MEDF)(P(Any one person) S PERSONAL&ADV.INJURY- S _ GENERAL AGGREGATE 5 - E NI.AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/0PAGG Y - OUCY O-, OC_ - AUTOMOBULIA8ILITY COMBINED SINGLE LIMIT : - Ea apal n0 ANY AUTO - BODILY INJURY(Per person) S ALL M74ED SCHEDULEDAUTO BODILY INJURY(Per accident) S HIRED SAL b'N GV^IED � RDAMAGEs AUTOS Par accident UMBRELLA UAB OCCUR '_ - - EACH OCCURRENCE S EXCESSUAS CLAIMS MADE E AGGREGATE 4 yypR�DED RETENTION f - - y�tc.g—Tpiu-- 7 s. ApryNyD pER6I�PpL�O�Y�E7R�PS�'l1qA{B��IUp�TY��p� YIN X. TORY 4,1T5 -.- A MICERRIEMBERE)(CLUDE04 aln�� NIA AWC-400-70301922015A 11272015 1/2712016 El'EACFIRCQOENT 4_-_ t00,000.0D �'(Mandatory InNH) - E.L.DISEASE-EA EMPLOYEE S 100,000.00 Dt5Q21PT10N OF OPERATIONS Who. ... . - � .. E:L.OISEASE-POLICY UMiT f 500,000.00 , DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,.Additional Remarks Schedule,it mom apace Is mpuired) - - The workers compensation policy does not provide Coverage for Christopher LeClere CERTIFICATE HOLDER,. CANCELLATION PEC Construction 44 Highbank Rd. SHOULD ANY OF THE ABOVE DESCRIBED P40LICMS BE CANCELLED BEFORE South:Dennis,MA 02660 THE EXPIRATION DATE THEREOF, NOTICE,WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988.2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1892 DATE(MMIDDIYYYY) RV CERTIFICATE OF LIABILITY INSURANCE 6/26/2015 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 13Y 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; H the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION 18 WAIVED,subject to the terms And condltlons of the polity,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of ouch endorsement s. PRODUCER NAMflCT Krista amgartford Southeastern Insuranco Ag"ay, Inc, �PgN(�O,Nfi (508)997-6061 Na:(5009e0-7731 439 State Rd. E-MAIL khartford08outheasternins.com ADDREes: P.O. Box 7939E INSURER B AFFORDINGCOVERACE NAICy North Dartmouth mh 02747 INSURERA Dtorchants Preferred Insurance Co 12901 INSURED _ INSUAlRB R 6 8 Lafleur LLC, DBA: LAFLEUR ELECTRIC CO INSURERC: 45 Plant Rd Unit 101-102 INSURERD: Hyannis MA 02601-1922 INDURERF COVERAGES CERTIFICATE NUMBER:2015/16 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. NOTWITIASTANDINO 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 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, (NOR LTRTYPE INSURANCE AOD 9Uelt POLICY EFF Policy EXP i1Mi76 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE f! 1,000,000 07— A CLAWIS-MADE I x l OCCUR PREtIIIUS.&Lq.q"Pftvq) .: i 100,000 CW9132923 1/1/2015 7/1/2015 MEO ExP(Any cne Penmen) s 5,000 PERONAL SAW INJURY 1 1,000,000 OEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE. S 2,000,000 X POLICY l--J JECT U LOC PRODUCTS•COMPIOP 406 d 2,000,000 OTHER: COMBINED SINUF LIMIT 8 -- AUTOMOENLELIABILITY It@#SddKIU $ 110001000 A ANY AUTO XCA7D15S00 BODILY INJURY(Per pen0n) 6 ALL D QED x_ SCHEDULED 7/1/2015 7/1/2016 BODILY INJURY(Per seem") 9 AUTOS N0N•OWNED PR PERTY DAMA E 8 X HIRED AUTOS 7C AUT06 Monn Unheuro0 motalef Bl soft trw S 250,000 X UMBRELLA Lune XtCLAIMB-MADE- CC EllCEBa UABUR EACH OCCURRENCE s 1.000,000 - / 1,000,ppq A _ -__ AGGREGATE ofiolil'RETENTIONS 10.000 CUP9143034 7/1/2015 7/1/2016 I WORKERS COMPENSATION X STAT}jTE X ER_ AND EMPLOYERS'LIABILITY EL EACH ACCIDENT S 1 000 ANY PROPRIETORIPARTNERIEXECUTIVE YIN NIA . . ,000, oFFlCEtaly In I)E7CCLUDED7 U WCA9097999 7/9/2015 7/9/2016 000 71 OFFICERIM In ER E,L DISEASE-EA EMPLOYE 6 =. 1 000, DESCRIPTION OF OPERAnON8 bebw Et DISEASE-POLICY LIMIT 11000,000 DEBORIPTION OF 0106RATIONS I LOCATIONS VENICL60 WCORD 101,Add owol Rename SeNsdule,may W anaenad If men apsco b nevlrod)., CERTIFICATE MOLDER CANCELLATION 7509)399-4432 SHOULD ANY OF T14E ABOVE_DESCRIBED POLICIES BE CANCELL[0 BEFORE Peter Campbell -' THE EXPIRATION DATE THEREOF, NOTICE WILL 8E DELIVERED IN Attn i Pater Campbell ACCORDANCE WITH THE POLICY PROVISIONS., 44 High Hank `Road g. Dennis, MN OZ 660 AUTMORnD RiPRGS6NTATIVE' � �p Lora FitzGerald/LHL ptrm. der P r�,,�i�'�` 01988.2014 ACORD CORPORATION. All rights reserved. ACORD 26(20'14J01) The ACORD name and logo are registered marks of ACORD INS0i6 201401) ��,-� %ocm I int-oA I t Vr LIAMILI UT lNbUK�1IMUL 712211e,T�.. . . . PRoDUCEit THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cowan Insurance Agency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 359 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Haverhill MA 01830 INSURERS AFFORDING COVERAGE NAIC;b INSURED Daniel Healy (NSUAER A: EmPloyers Mutual CaRUak Company 4 Sea Meadow Lane INsuRER B: Associated Employers Insurance Company INSURER C: Wareham MA 02571 INSURER D: ' INSURER E: COVERAGES THE POLICIESOF INSURANCELISTEDBELOWHAVEBEENISSUEDTOTHE INSUREDNAMEDABOVEFORTHE POLICYPERiODINDICATED.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 INSURANCEAFFORDED BYTHE POLICIES DESCRIBEDHEREIN IS SUBJECT TO,ALLTHE TERMS;EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rNSR ADDIJPOLICY NUMBER' POLK:Y EFFECTIVE POLICY EXPI T10N LIMITS GENERAL UABILITY OCCURRENCE S1,000,009 A X COMMERCIAL GENER&I IQiLffY 4D50950 03117115 03h7f16' °AMAENTED gET$O(R S 100 000 CLAIMS MADE Exi OCCUR MED EXP 1A#v we pervani 35,000 PERSONAL d ADV INJURY S 11,000,00 GENERALAGGREGATE 12,00000 GEMI AGGREGATE LIMIT APPLIES PER 2000,000 X POLICY 0 PRO• LOC AUTONOWLE LIMIL17Y - - COMBINED q SINGLE LIMIT ANY AUTO S ALL OWNED AUTOS 6001LY INJURY SCHEDULED AUTOS (Per penes) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Par eeddwl) $ PROPERTY DAMAGE 6 (Per ammm) GARAGE LIABILITY -#M ONLY-FA ACCIDENT S ANY AUTO OTHER THAN ADC E AUTO ONLY: AGG 'R EXCESS!UMBRELLA LIAGILRY EACH OCCURRENCE_ S OCCUR CLAMS MADE AGGREGATE S DEDUCTIBLE 3 R ENTION L WORKERS COMPENSATION X WC STATU• oTt+ AND EMPLOYERS'LIABILITY Y/N LIS- 8 ANY PROPRIETORIPARTNER/EXECUTNq,---jT WCC50ON41012013 03128115 03M8118 E.L.EL EACH AccIoE111001000 OFFICENMEMBER EXCLUDED? (Mutdarory In NH) �J E.L.DISEAS,E,•EA EMP OYEd E 100,000 11 e8 dee R Eor E.L.DISEASE.POLICY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 508-398.4432 ^.' Interior finish car .CERTIFICATE HOLDER CANCELLATION SWOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Campbell Construction- DATE THEREOF.THE 13BUING MSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 44 Hlghbank Road NOTICE To THE CERTIFicATE No N TO THE LEFT,MY FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR fLITY OF ANY U N THE INSURER,ITS AGENTS OR South Dennis,MA 02680 WRESENTATIVM AUTHORIZED REPRESENTATIVE ACORD 25(2009101) 01988-2009 ACORD C7OR7 All rights reserved. The ACORD name and logo are registered marks of ACORD I ULK i II-ILA I t OF LIABILITY INSURANCE 7/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ".ERTIFICATE 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. . !MPORTANT:.If the certificate holder is an ADDITIONAL INSURED,the pol(cy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemengs). ODUCER I CONTACT 4CSHEA INSURANCE AGENCY INC PHONE FAX L550 Falmouth Rd Ste #2 a-MAIL E><t: (508)420-9011 Ar ND:(508)420-9010 :enterville, MA 02632 ADDRESS' INSURERS) AFFORDING COVERAGE NAICU INSURERA:Main Street American assurance suREo Terry Walker Excavation Inc INsuReRB:National Grange Mutual Ins Co. P.O. Box 115 INSURER C:Associated Employers Insurance 42 Pleasant St Dennisport , MA 02639 INSURERD: W Harwich, Ma 02671 INSURERS: 508-255-8785 INSURERF: 3VERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE ADDL OR POLICY EFF POLICY EXP Z INSR WV0 POLICY NUMBER MMID MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea Occurrence $ 500,000 CLAIMS-MADE 1�1 OCCUR MED EXP Any one person) $ 10,000 ! MPP5811L 2/7/15 2/7/16 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,0 0 0,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PEO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLELIMIT Ea accident $ ANYAUTO BODILY INJURY(Per person) $ 500,000 ALL OWNED R ULED M1T1737L 8/24/148/24/15 BODILY INJURY(Per accident) $ 11000,000 3 AUTOS SCHEDNON•OWNED 8 j 2 4/15 8/2 4/16 PROPERTY X HIRED AUTOS X AUTOS Per accident DAMAGE $ 500,000 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DEO RETENTION$ $ WORKERS COMPENSATION X 7 RYtfTITS OER AND EMPLOYERS'LIABILITY ' ANFICEWM MBER RIETOREXCWNERIE ECUTME YIN ❑N N!A E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) WCC 5 0 0 5 011714 2/7/15 2/7/16 E.L.DISEASE-EA EMPLOYE:$ 500,000 If yes,descnbeunder DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 SCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101.Additional Remarks Schedule,if more space is required) wner included in WC coverage :ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CAMPBELL CONSTRUCTION THE EXPIRATION DATE THEREOF, NOTICE WILL 'BE DELIVERED IN PETER E CAMPBELL ACCORDANCE WITH THE POLICY PROVISIONS. . 44 HIGH BANK ROAD AUTHORIZED REPRESENTATIVE SOUTH DENNIS MA 02660 ©1988-2010 ACORO CORPORATION. All rights reserved. kCORD25(2010/05) The ACORD name and logo are registered marks of ACORD VG1111rIV/11 G %JF LI/11;PIL11 1 bl4/LU15 THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT , NAME: HON PAYCHEX INSURANCE AGENCY INC (A//C.No.E)d): (ac,No): (888) 443-6112 210705 P: F: (888) 443-6112 E-MAIL PO BOX 33015 INSURER(S)AFFORDING COVERAGE NAIC# SAN ANTONIO TX 78265 INSURERA: Twin City Fire Ins Co 29459 INSURED INSURER B: INSURER C: A AND E FORMS, INC. INSURER D: 32 GENERAL HOLWAY RD INSURERE: SOUTH YARMOUTH MA 02664 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. /NSR TYPE OFINSURANCE ADDL SURR POLICYNUMRER p EFF POLICYEXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS-MADE ❑OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) MED EXP(Any one person) PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY a JECT PRO-❑LOC PRODUCTS-COMPIOPAGG OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLELMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTION$ ' WORKERS COMPENSA TION X PER OTH- ANDEMPLOYERS'LLIBILITY - STATUTE I ER ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $5 0 0, 0 0 0 OFFICER/MEMBER EXCLUDED? AVA A (Mandatory in NH) El76 WEG KZ1964 04/04/2015 04/04/2016 E.L.DISEASE-EA EMPLOYEE 500, 000 If yes,describe under E.L.DISEASE-POLICY LIMIT $5 0 0,0 0 0 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Those usual to the Insured' s Operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Peter Campbell AUTHORIZED REPRESENTATIVE 4 44 HIGHBANK RDA_ SOUTH DENNIS, MA 02660 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY-INSURANCE ` DATE(MI.VDDIYYYY) 107/23/2015 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). IIDDucER NAME: PAUL SCHLEGEL SCHLEGEL INSURANCE BROKERS INC PHONE FAX (AIC,No,Ertl: - (AIC,No .. . 34 MAIN STREET EAIAIL ADDRESS: SCHLEHGELINSURANCE@GMAIL.COM NEST YARMOUTH MA 02673 INSURERIS)AFFORDING COVERAGE NAICd INSURER A:AIM MUTUAL - '3t:UREO INSURERe:NGM INSURANCE COMPANY .-- .14788 fm Construction Corp INSURER 0 L87 Sandehaood .Drive INSURER o. _ INSURER E: - 'J'tuit, MA 02635 - .INSURER F: ' ;OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE 'INSURED NAMED ABOVE :FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY 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. UCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNizRr D POLICY EF�POLICY E7P { TYPE OF INSURANCE INSR WVD POLICY NUMBER th1AVOD_ IYYYY) (MTAIDD/YYY1ry WGtITS 3 GENERAL UABIUTY MPT3157P 07/14/2015 07/14/2016 EACH OCCURRENCE s 1,000,000 xICOMMERCIAL GENERAL LIABILITY 07/14/2014 07/14/2015 l5,"•AIAt;ETO RENTErJ" X_y� �� #, PREMI�s(Ea orzlnrence) 5 500,000 t , _— CLAIMS-MADE iX IOCCUR 07/14/2013`07/14/2014 MEDEX-®(Anroneperson) S 10,000 _ PERSONAL BADV-INJURY S 1,.000,000 GENERAL AGGREGATE {S 2,000,000 GEaLAGGREGTA'T—E—LIMIT APPLIES PER. PRODUCTS-COMP;OP AGO-- 5 2,000,000 POLICY I I PEDT LOG S AUTOMOBILE LIABILITY - _... .. .. _ -.. UYABINEDSINGLELIMIT _ (EaacCdent) S ANYAV?O BODILY INJURY(Per person) S ALL OWNED SCHEDULED - - AUTOS AUTOS BODILY INJURY(Per ace",dent) S (Per acciaenll HIRED AUTOS ANOWUTOS R S UMBRELLA UABOCCUR - EACH.OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED.. RETENTION S S . WORKERS COMPENSATION - - �' VCC. T OT.- t WC-1000543' 12/19/201412/19/2015 TORYLU8ITS ER AND EMPLOYERS'LIABILITY Y/N � - -ANY PROPRIETOPWARTNERtEXECUTIVE - 12/19/201312/19/2014 EL.EACHACCIDEIIT 5 100,000 OFRCE,PMEMBER EXCLUDED? NIA —(Mandatory in NH) 0 - - E.L„DISEASE-EA EMPLOYEE S -100,000 ' sf yes deseribe under - - - DESCRIPTION OF OPERATIONS below _. _ _ _ E L.DISEASE-POLICY OMIT S_.500,000 ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES rlAttach ACORD.10i,Additional Rem As Schepute,it mdra SPacn is requited) .ORPORATE OFFICERS HAVE ELECTED NOT TO BE-COVERED UNDER THEIR WORKERS COMPENSATION POLICY ERTIFICATE HOLDER CANCELLATION ?ETER CAMPBELL 14' HIGH BANK ROAD . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN iOUTH.-DENNIS MA 'N660 ACCORDANCE IMTN THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE` - - IECONSTRUCTION@COMCAST.NET t (IL I -2010 ACORD CORPORATION. All rights.reserved'. CORD 25(201.0105) The ACORD name and toao.are renistered marks of AC01 CERTIFICATE OF LIABILITY INSURANCE °"'E`""°°'"'"Y' 107/23/2015 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 CONSTnUrTE 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 polic/(ies) must be QnponeD. If SUBROGATION 15 WAIVED, subject to the terms and Conditions of the policy, certain policW may require an Bndorallment. A statemerrt on this certificate doss not confer rights to the GBrtificale holder In lieu of such endorsament(s). PADOOCFA I PAUL sC=GEL NAME: SCHLEGEL INSURANCE BRORERS INC PNDJ' AC,1b.En 508-?71-83t21 y508-771-0663 . - IA/C,No. 39 MAIN STIEET aomi=Sa: SCBLEGELINSURANCE@GWUt.COM REST XAP=UTBI b1h 02673 WSURERIBI AFFORDING CDVI!RACe _.. NAICY INSURIUi A:T1ARTlIORD - - INSURED_ - IR8UR1319:wGM INSURANCE COMPNAT i4798 MTD CAPE PAINTER INC - INBURFA C: 20 Nautical Way INBURh-Mo I"SUR 131 E: - Hyannis, wa 02601 INSURIAF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BI.°•EN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF AN" 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.LINDT$SHOWN MAY HAVE BEEN REDUCED B'v'PAID CLAIMS. LTR TYPB OF INSURANCE ASPULIUVOKI INSR YYVD POLICY NUMBER (NrAr00fYYYY) (NMIDOI"" UMI'fi - B OENERALLIABIUTY MPT756ON 05/19/201505/19/2016 EACH OCCURRENCE S 1,000,000 COMNERCUL GENERALLIAkrry 05/19/20 05/19/2015 PREMISES(Eq cm rrmA�) S 500,000 CWMSNAOE ®OCCUR YEDEXP(Any aft Paa0a1 1 10,000 PERSONAL a AOV INJURY S 1,000,000 _ - GENERAL AGGREGATE 1 2,000,000 CENL AGGREGATE U41R APPLIES PER: PROOUMB-COMPIDP AGO 1 2,OO D,000 POUCY g .,,,IT Loc AUTOMOBILE LIABILITY TWHED ictld - i'. ANY AUTO - - BODILY INJURY(Per.PeM 001 IS ALL DINNED SC7£DULED - - BODILY INJURY(Per accldeM) 1 AUTOS AUTOS NON OWNED - DAMAGE1- NIREDAUT08 AUTOS (Pop 00CRION) UMDAR"AUAS .00CUR _ .: .. _. EACHOCCURRENCE IS EXCESS UAB CWMSMAOE : .. AGVMQATE 1 DES) RETENTION S A WORKE-RSCOMPENBA71ON 6$6ODB-6B13281-013 07/17/201407/17/2015 TORYUAia1T8 3t - ANDEMPLVYERS'LUIBILITV - vrro ANY OROPRIETOR/PARTNEAJE�(ECUTNE MIA 07/17/201307/17/2D14 E.L EACH pCC10ENr s 100,000' OFFr..Ewyitt BER EXCtuoED7 ❑ 07/17/201507/17/2016 E.L.DISEASE•eA E%ik0YE9 i 100,000 - (Mandwmr in TIN► , It yes.deson0e under oEBCRIPnON OF OPERATIONS 02*w _ - .. ,. F-L Ols'EABEi-POLICY LIMIT I 500,000 OBSCwJPTION OF OPERATIONS I LOCATIONS r YENICLeS(A%WO ACORD 1a1.AddDlOnel Rems ke schedule,if maro 908CI Is facYtRd) E'EP.b1A=0 MAIA HAS ELECTED NOT TO BE COVERED ONDZR HIS CURRENT WORKERS COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION CAbOBELL CONSTRUCTION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PETER CAMPBELL THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN d d BIGHBAPIK ROAD ACCORDANCE WITH THE POLICY PROVISIONS. SOUTH DENNZS MA-02660 autr>RIMDREPaESENTArne SOS-998^a632 �. '. PECONSTR CTIODNOCOMCA.9T.NET 0170ACdIRWC5RPORATION. All flghta reserved. ACORD 25(2010106) The ACORD name and logo are ngilstofvd marke of ACORD i 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 pol(cy(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 BRYDEN&SULLIVAN OF DENNIS INC rc PHONE Fin°ME cr` AX PO BOX 1497 arc � SOUTH DENNIS, MA 02660 EMAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 8 INSURER A: LM Insurance Corporation 33600 INSURED INSURER B PHILIP GODIN II 4 JACKLYN LANE INSURERc: ' ATTLEBORO MA 02703 INSURER D INSURER E'c INSURER F COVERAGES CERTIFICATE NUMBER: 25724066 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. NSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMID MMID LIMITS COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMGE TO RERTED PREMISES(EaEa occurrence $ MED EXP(Anyone person) $ PERSONAL&ADV INJURY " $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY a JET LOC PRODUCTS-COMPIOPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE 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 Per aaadZI $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIM&MADE AGGREGATE $ DE D RETENTION$ $ A WORKERS COMPENSATION WC5-31S-600805-014 12/24/2014 1,2/24/2015 ,/ ST TUTE. ERH AND EMPLOYERS'LIABILITY ANY PROPRIETORMARTNERIEXECUTIVE Y/N N/A E.L.EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? _ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additianei Remarks Schedule,may attached if more space Is required) WORKERS COMPENSATION INSURANCE COVERAGE APPLIES ONLY TO THE WORKERS COMPENSATION LAWS OF THE STATE OF MA. PHILIP GODIN 11 IS COVERED BY THE WORKERS'COMPENSATION'POLICY This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PETER CAMPBELL THE EXPIRATION DATE THEREOF, NOTICE WILL .BE DELIVERED IN DBA PETER CAMPBELL CONSTRUCTION ACCORDANCE WITH THE POLICY PROVISIONS. 44 HIGHBANK RD DENNIS MA 02638 AUTHORIZED REPRESENTATIVE LM Insurance Corporation O 1988-2014 ACORD CORPORATION. All rights reserved. aenprS75 PJA1AMdl% .. Thm at%nan nomn anti Innn-ara raniatararl msrlre of AL`nan ACORD. CERTIFICATE OF LIABILITY INSURANCE 9... ,..,...,, /22/22�2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O' Neil Insurance Ag PH N, Ext:508 775-1620 FAX 973 lyannough Rd,PO Box 1990 E-MAIL A/c,No: 5087781218 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# 508 775-1620 INSURER A:Penn-America Insurance Company INSURED INSURER B;Associated Employers Insurance All Cape Insulation&Supply,Inc. INSURER C PO Box 1556 INSURER D: South Dennis, MA 02660 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �1R TYPE OF INSURANCE INSRADDLSUBR WVD POLICY NUMBER MM/DDD�F MM/DDD EXP LIMITS A GENERAL LIABILITY PAV0069336 D810412015 08104/2016 EACHG�OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea o�Errence) $250 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 i GENERAL AGGREGATE $2,000,000 j GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JEa LOC $ AUTOMOBILE LIABILITY C Ea OMBa ccINEDident SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050007962015A 1/01/2015 01/01/201 X wCSTATU- OTH- AND EMPLOYERS'LIABILITY ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBER EXCLUDED? N] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEEI$500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. 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 Peter E.Campbell Construction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 44 Highbank Road ACCORDANCE WITH THE POLICY PROVISIONS. South Dennis, MA 02660 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. �7:'19(I<'�l1:11'��5 1_Ottice of Consumer Affairs&Busigess Regulation ME IMPROVEMENT CONTRACTOR y eegistration 148062 Type. xpiration 8l29/2017. DBA raY w :. t�* CAMPBELL CONSTRUCTION,` i- PETER CAMPBELL t 44 HIGH BANK RD.. H SOU DENNIS,MA ' Undersecretary 1 Massachusetts-Department of Public Safety Board of Building Regulations and Standards %OirSiTu@iifrri�iiirei JiSfiT ��>..w License: CS-076304 PETER E CAWBt4� 44 HIGBBANK Rb 137D jt South Dennis MA%026 �..6.+1J 'rif, Expiration Commissioner 05/28/2017 I r;;Aightfax Cl-Z '1/Z7i-LU15 b:'L1 :41 AM PA(al:: z1UU-L Vax Server FATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE T `TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD R. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P ICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED R PRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to he terns and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not con er rights to he certificate holder in lieu of such endorsemen s. PRODUCER CONTACT NAME: BRYDEN&SULLIVAN INS AG PHONE FAX PO BOX 1497 (A/C,No,Ext)i (A/C,No): E-MAIL SOUTH DENNIS,MA 02660 ADDRESS: 75BKG INSURERS)AFFORDING COVERAGE NAIC q INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPA CAMPBELL.PETER E INSURER B: INSURER C: INSURER D: 4.4 HIGHBANK ROAD NSURER E: SOUTH DENNIS,MA 02660 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER. THIS LS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N)TWITHSTANDING 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 BEE N REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER' (MMIDDIYYVY) (MffMmVYVY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. DAMAGE TO RENTED $ PREMISES(Ea occurrence) ED EXP(Any one person) . $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY [:]PROJECT[D LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE is EXCESS LIAB CLAIMS-MADE AGGREGATE Is DEDUCTIBLE $ RETENTION$ $ A WORKER'S COMPENSATION AND Z I WC STATUTORY OTT E EMPLOYER'S LIABILITY Y/N UB-0615N727-15 06/11/2015 06/11/2016 ;LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED" a N/A (Mandatory in NH) x. E.L.DISEASE-EA EMPLOYEE $ 100,000 II yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR CAMPBELL,PETER E. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAI ICELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED 200 MAIN ST IN ACCORDANCE WITH THE POLICY PROVISION"-- i AUTHORIZED REPRESENTATIVE HYANNIS,NIA 02601 �.....mo.....+..�.........won..»......m...mm�a:......ovo�.`A�::.� ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORP OI`AT 7hI:'A Nits reserved. r DATE(MMDD/Yl'W) • `,� CERTIFICATE OF LIABILITY INSURANCE 0E(MMID IYY 7/2412015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY- OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Bryden&Sullivan Ins Agency PHONE Dennis Office FAX of Dennis Inc. c 0508-398-6060 arc No:508-394-2267 485 Route 134,PO Box 1497 E-MAIL So. Dennis,MA 02660 ADDREs - Dennis Office INSURERS AFFORDING COVERAGE NAIC# INSURERA:NGM Insurance Company 14788 INSURED Peter Campbell INSURERS: 44 Highbank Road South Dennis, MA 02660 INsuRERc: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. 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Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAMS 2.0 3100 SP Floor Beam\F604 Dry 1 span No cantilevers 1 0/12 slope October 1, 2015 08:30:54 BC CALL®Design Report _ Build 4137 File Name: botello mitchell Job Name: Mitchell Description:garage door header Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 1 1 1 ► ! i l i l t ( i l l i 1 z 12-06-00 BO 61 Total Horizontal Product Length=12-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,375/0 1,628/0 2,250/0 B1, 3-1/2" 1,375/0 1,628/0 2,250/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 floor Unf. Area(lb/ft"2) L 00-00-00 12-06-00 40 12 05-06-00 2 roof Unf.Area(lb/ft^2) L 00-00-00 12-06-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,605 ft-Ibs 52.4% 115% 3 06-03-00 End Shear 3,593 Ibs 33% 115% 3 01-01-00 Total Load Defl. U329(0.439") 72.8% n/a 3 06-03-00 Live.Load Defl. U527(0.274") 68.3% n/a 6 06-03-00 Max Defl. 0.439" 43.9% n/a 3 06-03-00 Span/Depth 15.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,347 Ibs n/a 47.3% Unspecified B1 Post 3-1/2"x 3-1/2" 4,347 Ibs n/a 47.3% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 t ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F604 Dry 1 span No cantilevers 1 0/12 slope October 1, 2015 08:30:54 BC CALL®Design Report Build 4137 File Name: botello mitchell Job Name: Mitchell Description:garage door header Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • ° • ° • particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e ° ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=4-1/2" (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®, RIM®, VERSA-STRANDRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 a Dry 5 spans No cantilevers 1 0/12 slope October 1, 2015 08:27:09 BC CALL®Design Report Build 4137 File Name: botello mitchell Job Name: Mitchell Description: 1 st floor girder Address: 45 Channel Point Rd Specifier: City, State,Zip: Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: a • 5 07-01-00 07-11-00 05-01-00 06-06-00 07-03-00 BO 131 B2 63 64 B5 Total of Horizontal Design Spans=33-10-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 6,683/ 1,490 1,746/0 0/1 B1 6,094/181 1,930/0 0/0 B2 20,233/1,015 10,926/0 8,199/0 B3 4,831 /1,476 1,096/0 1 /0 B4 5,810/229 1,822/0 0/0 B5 7,784/200 2,414/0 1 /0 ` Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 900/0 115% 160% 125% 1 1 st floor Unf.Area(lb/ft^2) L 00-00-00 33-10-00 40 12 17-01-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 15-00-00 15-00-00 14,738 9,464_ 8,199 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 4,542 1,148 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 -1,180 -1 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) R 00-00-00 00-00-00 5,625 1,774 1 n/a Controls Summary Value %Allowable Duration case Location Pos. Moment 4,325 ft-Ibs 13.6% 100% 3 30-08-10 Neg. Moment -5,769 ft-Ibs 18.1% 100% 5 07-01-00 End Shear 1,835 Ibs 15.5% 100% 3 27-08-10 Cont. Shear 2,996 Ibs 25.3% 100% 5 05-11-06 Uplift -380 Ibs n/a 100% 11 20-01-00 Uplift -380lbs n/a '100% 11 20-01-00 Total Load Defl. U999(0.025") n/a n/a 3 30-05-12 Live Load Defl. U999(0.02") n/a n/a 93 30-04-13 Total Neg. Defl. U999(-0.007") n/a n/a 3 23-11-15 Max Defl. 0.025" n/a n/a 3 30-05-12 Span/Depth 8 n/a n/a 0 00-00-00 Cautions Uplift of-380 Ibs found at span 3- Right. , Uplift of-380 Ibs found at span 4- Left. Notes Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 Dry 15 spans No cantilevers 1 0/12 slope October 1, 2015 08:27:09 BC CALC®Design Report Build 4137 File Name: botello mitchell Job Name: Mitchell Description: 1 st floor girder Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Minimum bearing length for BO is 2-1/8 output as evidence of suitability for Minimum bearinglength for Bi is 2-1/16 ." particular application.Output here based 9 on building code-accepted design Minimum bearing length for B2 is 8-3/16". properties and analysis methods. Minimum bearing length for B3 is 1-1/2". Installation of BOISE engineered wood Minimum bearing length for B4 is 1-15/16" products must be in accordance with. current Installation Guide and applicable Minimum bearing length for B5 is 2-9/16'. building codes.To obtain Installation Guide Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ or ask questions,please call 1/2 intermediate bearing (800)232-0788 before installation. Calculations assume Member is Fully Braced. BC CALCO,BC FRAMER®,AJS-, Design based on Dry Service Condition. ALLJOISTO,BC RIM BOARD-,BCI®, Deflections less than 1/8"were ignored in the results. BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Connection Diagram PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are b d trademarks of Boise Cascade Wood a Products L.L.C. • • • o T o a c • �• e o 0 0 a minimum=2" c=6-7/8" b minimum=3" d=24" e minimum =3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails ®Boise Cascade Triple 1-3/4" x 20" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 Dry 5 spans No cantilevers 1 0/12 slope October 1,2015 08:24:33 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: 1 st floor girder Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: a 5 07-01-00 06-06-00 06-06-00 06-06-00 07-03-00 BO B1 B2 B3 B4 135 Total of Horizontal Design Spans=33-10-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO 6,91112/1,385 1,963/0 128/1 B1 5,695/1,910 849/0 0/851 B2 18,575/977 10,032/0 7,420/0 B3 8,592/1,010 3,612/0 1,870/0 B4 5,780/1,150 1,365/0 0/431 B5 7,921 /198 2,531 /0 64/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1 st floor Unf.Area(lbift^2) L 00-00-00 33-10-00 40 12 17-01-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 15-00-00 15-00-00 14,738 9,464 8,199 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 4,542 1,148 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 00-00-00 00-00-00 -1,180 -1 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) R 00-00-00 00-00-00 5,625 1,774 1 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 18,334 ft-Ibs 21.5% 100% 3 15-00-00 Neg. Moment -15,220 ft-Ibs 17.8% 100% 6 13-07-00 End Shear 1,586 Ibs 8% 100% 3 01-08-14 Cont. Shear 15,782 Ibs 79.1% 100% 6 15-04-12 Uplift -1,222lbs n/a 115% 51 07=01-00 Uplift -1,222 Ibs n/a 115% 51 07-01-00 Total Load Defl. U999(0.014") n/a n/a 45 16-03-09 Live Load Defl. U999(0.009") n/a n/a 135 16-04-10 Total Neg. Defl. U999(-0.008'-) n/a n/a 45 10-11-09 Max Defl. 0.014" n/a n/a 45 16-03-09 Span/Depth 4.3 n/a n/a 0 00-00-00 Cautions Uplift of-1,222 Ibs found at span 1 - Right. Uplift of-1,222 Ibs found at span 2- Left. Notes Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 20" VERSA-LAM®2.0 3100 SP Floor Beam\F1303 Dry 15 spans I No cantilevers 1 0/12 slope October 1, 2015 08:24:33 BC CALC®Design Report Build 4137 " File Name: BC CALC Project Job Name: Mitchell Description: 1 st floor girder Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Minimum bearing length for BO is 2-1/4". output as evidence of suitability for Minimum bearinglength for B1 is 1-11/16" particular application.Output here based 9 . on building code-accepted design Minimum bearing length for B2 is 7-1/2". - properties and analysis methods. Minimum bearing length for B3 is 3-1/8". Installation of BOISE engineered wood Minimum bearing length for B4 is 1-13/16". products must be in accordance with current Installation Guide and applicable Minimum bearing length for B5 is 2-5/8". building codes.To obtain Installation Guide Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing + or ask questions,please call 1/2 intermediate bearing (800)232-0788 before installation. Calculations assume Member is Fully Braced. BC CALCO,BC FRAMER®,AJS-, Design based on Dry Service Condition. ALLJOIST®,BC RIM BOARD-,BCI®, Deflections less than 1/8"were ignored in the results. BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM ConnectionDiagramPLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are y►{b d trademarks of Boise Cascade Wood a Products L.L.C. ° c ° e ° a minimum =2" c=7-1/2" b minimum=3" d=24" e minimum =3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails ®Boise cascade Quadruple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor Beam\171302 Dry 2 spans No cantilevers 1 0/12 slope October 1, 2015 08:17:48 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:2nd floor girder Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 15-00-00 19-03-00 BO 131 132 Total of Horizontal Design Spans=34-03-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 4,542/ 1,180 1,148/0 0/1 B1 14,738/0 9,464/0 8,199/0 B2 5,625/435 1,774/0 1 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 - 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 34-03-00 40 12 17-00-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 15-00-00 15-00-00 4,427 8,199 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 30,001 ft-Ibs 51.7% 100% 3 26-02-11 Neg. Moment -34,999 ft-Ibs 60.3% 100% 1 15-00-00 End Shear 6,268 Ibs 33.7% 100% 3 16-03-12 Cont. Shear 9,402 Ibs 50.5% 100% 1 16-03-12 Uplift -32lbs n/a 100% 3 00-00-00 Total Load Defl. U418(0.552") 57.4% n/a 3 25-05-05 Live Load Defl. U528(0.437") 68.2% n/a 10 25-02-03 Total Neg. Defl. U1,399(-0.129") 17.2% n/a 3 09-04-14 Max Defl. 0.552" 55.2% n/a 3 25-05-05 Span/Depth 16.5 n/a n/a 0 00-00-00 Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria_. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 5-1/16". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Quadruple 1-3/4" x 14 VERSA-LAM®2.0 3100 SP Floor Beam\FB02 Dry 2 spans No cantilevers 1 0/12 slope October 1, 2015 08:17:48 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:2nd floor girder Address: 45 Channel Point Rd Specifier: City, State, Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design •� • properties and analysis methods. Installation of BOISE engineered wood • • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5" (800)232-0788 before installation. b'minimum=2-1/2"d= 12" BC CALC®,BC FRAMER®,AJS-, Calculated Side Load=884.0 Ib/ft ALLJOIST®,BC RIM BOARD- BCI®,BOISE GLULAM-,SIMPLE FRAMING Connection design assumes point load is top-loaded. For connection design of side-loaded SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, point loads, please consult a technical representative or professional of Record. VERSA-STRAND®,VERSA-STUD®are Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from trademarks of Boise Cascade Wood each side. Products L.L.C. Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in. Staggered Through Bolt f ®B.oise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 11 span I No cantilevers 1 0/12 slope October 1, 2015 08:10:48 BC CALL®Design Report Build 4137 r File Name: BC CALC Project Job Name: Mitchell Description:2nd floor girder Address: 45 Channel Point Rd. Specifier: City, State, Zip:Hyannis, MA Designer: Customer: Company:. Code reports: ESR-1040 Misc: i " o ± I 1 f I i ! 6 i i i l i 1 l i r 1 4 1 # i f i 1 ( I i i I ! : ► - - - 19-04-00 BO B1 Total Horizontal Product Length=19-04-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,4" 4,327/0 1,504/0 B1, 3-1/2" 4,308/0 1,498/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 900/0 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 19-04-00 40 12 11-02-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 26,689 ft-Ibs 61.3% 100% 1 09-08-04 End Shear 4,928 lbs 35.3% 100% 1 01-06-00 Total Load Defl. U318(0.71") 75.4% n/a 1 09-08-04 Live Load Defl. U429(0.527") 83.9% n/a 2 09-08-04 Max Defl. 0.71" 71% n/a 1 09-08-04 Span/Depth 16.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 4"x 5-1/4" 5,831 Ibs n/a 37% Unspecified B1 Post 3-1/2"x 3-1/2" 5,806 Ibs n/a 63.2% Unspecified Cautions Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 14 VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 1 0/12 slope October 1, 2015 08:10:48 BC CALC®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:2nd floor girder Address: 45 Channel Point Rd Specifier: City, State, Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for o • o particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C=9" (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARD TM,BCIO, Nailing schedule applies to both sides of the member. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®, RIM®, VERSA-STRANDRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. I ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 Dry 13 spans I Right cantilever 1 0/12 slope October 1, 2015 08:08:19 BC CALCO Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:roof beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12 9 19-06-00 07-06-00 03-06-00 BO B1 B2 Total of Horizontal Design Spans=30-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 1,447/0 2,663/0 B1 2,855/0 5,845/0 B2 1,353/0 3,026/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf. Area(lb/ft"2) L 00-00-00 22-00-00 15 30 11-00-00 2 Reaction from Desi... Conc. Pt. (lbs) R -00-00-00 -00-00-00 1,083 1,942 n/a 3 roof Trapezoidal (lb/ft) L 22-00-00 120 240 n/a 30-06-00 0 0 n/a Controls Summary Value %Aiiowabie Duration Case Location Pos. Moment 16,588 ft-lbs 49.7% 115% 14 08-01-05 Neg. Moment -17,147 ft-lbs 51.4% 115% 13 19-06-00 End Shear 3,479 lbs 32.5% 115% 14 01-02-14 Cont. Shear 5,176 lbs 48.3% 115% 13 18-02-04 Total Load Defl. U381 (0.613") 47.2% - n/a 14 08-09-08 Live Load Defl. U589(0.397") . 40.8% n/a 19 08-09-08 Total Neg. Defl. U999(-0.09") n/a n/a 14 23-01-05 Max Defl. 0.613" 61.3% n/a 14 08-09-08 Cant. Max Defl. 0.208" 20.8% n/a 14 30-06-00 Span/Depth 16.7 n/a n/a 0 00-00-00 Cautions For roof members with.slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 l®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 Dry 13 spans I Right cantilever 1 0/12 slope October 1, 2015 08:08:19 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:roof beam Address: 45 Channel Point Rd Specifier: City, State, Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum (U240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Cantilever Maximum total load deflection criteria. output as evidence of suitability for particular application.Output here based Minimum bearing length for BO is 1-9/16". on building code-accepted design Minimum bearing length for B1 is 3-5/16". properties and analysis methods. Minimum bearing length for B2 is 1-11/16". Installation of BOISE engineered wood Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min.end bearing+ products must be in accordance with current Installation Guide and applicable 1/2 intermediate bearing building codes.To obtain Installation Guide Calculations assume Member is Fully Braced. or ask questions,please call Design based on Dry Service Condition. (800)232-0788 before installation. Deflections less than 1/8"were ignored in the results. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, Connection Diagram BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM �►�b d PLUS®,VERSA-RIM®, a VERSA-STRAND®,VERSA-STUD®are • • • trademarks of Boise Cascade Wood Products L.L.C. c a minimum =2" c= 10" b minimum=3" d= 12" Calculated Side Load=495.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Connectors are: 16d Common Nails ® . Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RBO3 Dry 3 spans I Right cantilever 1 0/12 slope October 1, 2015 08:07:56 BC CALL®Design Report - Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:roof beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12- - - - - - - - - - - - - - - 19-06-00 07-06-00 03-06-00 BO 131 62 Total of Horizontal Design Spans=30-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow wind Roof Live BO 1,478/0 2,663/0 B1 2,929/0 5,845/0 B2 1,366/0 3,026/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf. Area(lb/ft^2) L 00-00-00 22-00-00 15 30 11-00-00 2 Reaction from Desi... Conc. Pt. (lbs) R -00-00-00 -00-00-00 1,083 1,942 n/a 3 roof Trapezoidal (lb/ft) L 22-00-00 120 240 n/a 30-06-00 0 0 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,710 ft-Ibs 45.5% 115% 14 08-01-05 Neg. Moment -17,284 ft-Ibs 47.1% 115% 13 19-06-00 End Shear 3,596 Ibs 26.4% 115% 14 01-00-12 Cont. Shear 5,306 Ibs 39% 115% 13 18-04-06 Total Load Defl. U347(0.675") 51.9% n/a 14 08-09-08 Live Load Defl. U539(0.434") 44.5% n/a 19; 08-09-08 Total Neg. Defl. U999(-0.098") n/a n/a 14 23-01-05 Max Defl. 0.675" 67.5% n/a 14 08-09-08 Cant. Max Defl. 0.228" 22.8% n/a 14 30-06-00 Span/Depth 19.7 n/a n/a 01 00-00-00 Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 Dry 13 spans I Right cantilever 1 0/12 slope October 1,2015 08:07:56 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:roof beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (U240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Cantilever Maximum total load deflection criteria. output as evidence of suitability for Minimum bearinglength for BO is 1-1/2". particular application.Output here based 9 on building code-accepted design Minimum bearing length for B1 is 2-1/4". properties and analysis methods. Minimum bearing length for B2 is 1-1/2". Installation of BOISE engineered wood Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing + products must be in accordance with current Installation Guide and applicable 1/2 intermediate bearing building codes.To obtain Installation Guide Calculations assume Member is Fully Braced. or ask,questions,please call Design based on Dry Service Condition. .(800)232-0788 before installation. Deflections less than 1/8"were ignored in the results. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, Connection Diagram BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM b d PLUS®,VERSA-RIM®, a VERSA-STRANDS,VERSA-STUDS are ° trademarks of Boise Cascade Wood c Products L.L.C. e ° a minimum=2" c=3-7/16" b minimum=3" d= 12" e minimum=3" Calculated Side Load=495.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\131301 Dry 2 spans No cantilevers 1 0/12 slope October 1,2015 08:03:22 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: Ridge beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12 - 0 . t 2 _ 15-03-00 19-00-00 BO B1 B2 Total of Horizontal Design Spans=34-03-00 Reaction Summary(Down/Uplift) (lbs Bearing Live Dead Snow Wind Roof Live BO 1,274/0 2,734/0 B1 4,427/0 8,199/0 B2 2,300/0 4,335/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf.Area(lb/ft^2) L 00-00-00 34-03-00 15 30 08-06-00 2 roof Unf. Area(lb./ft^2) L 00-00-00 03-06-00 15 30 08-06-00 3 roof Trapezoidal(lb/ft) L 03-06-00 90 180 n/a 14-00-00 45 90 n/a 4 roof Unf. Area(lb!ft^2) L 14-00-00 34-03-00 15 30 03-00-00 5 Reaction from Desi... Conc. Pt. (Ibs) R 02-03-00 02-03-00 1,083 1,942 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 19,069 ft-Ibs 57.1% 115% 8 27-05-05 Neg. Moment -23,162 ft-Ibs 69.4% 115% 9 15-03-00 End Shear 5,977 Ibs 55.8% 115% 8 16-06-12 Cont. Shear 5,931 Ibs 55.4% 115% 9 16-06-12 Total Load Defl. U351 (0.65") 51.3% n/a 8 26-00-03 Live Load Defl. U517(0.441") 46.5% n/a 11 25-08-08 Total Neg. Defl. U999(-0.059") n/a n/a 8 12-04-13 Max Defl. 0.65" 65% n/a 8 - 26-00-03 Span/Depth 16.3 n/a n/a 0 00-00-00 Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 L®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 Dry 12 spans I No cantilevers 1 0/12 slope October 1, 2015 08:03:22 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: Ridge beam Address: 45 Channel Point Rd Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum (U180)Total load deflection criteria. Disclosure Design meets Code minimum (U240) Liive load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on output as evidence of suitability for Minimum bearing length for BO is 1-1/2 . particular application.Output here based Minimum bearing length for B1 is 4-13/16". on building code-accepted design Minimum bearing length for B2 is 2-1/2". properties and analysis methods. Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing+ Installation of BOISE engineered wood 1/2 intermediate bearing products must be in accordance with g current Installation Guide and applicable Calculations assume Member is Fully Braced. building codes.To obtain Installation Guide Design based on Dry Service Condition. or ask questions,please call Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Connection Diagram ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING b d SYSTEM®,VERSA-LAM®,VERSA-RIM a PLUS®,VERSA-RIM®, • VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood • T• Products L.L.C. a a minimum=2" c=5" b minimum=3" d= 12" Calculated Side Load=765.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Connectors are: 16d Common Nails ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\131302 Dry 1 span No cantilevers 1 0/12 slope October 1,2015 08:01:42 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description:low ridge beam Address: 45 Channel Point Rd Specifier: City, State,Zip: Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12 18-06-00 BO 131 Total Horizontal Product Length=18-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow wind Roof Live BO 1,083/0 1,942/0 B1 1,083/0 1,942/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 18-06-00 15 30 - 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,678 ft-Ibs 55.9% 115% 4 09-03-00 End Shear 2,647 Ibs 29.1% 115% 4 01-01-14 Total Load Defl. U260 (0.843") 69.2% n/a 4 09-03-00 Live Load Defl. U405(0.541") 59.2% n/a 5 09-03-00 Max Defl. 0.843" 84.3% n/a 4 09-03-00 Span/Depth 18.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x 3-1/2" 3,025 Ibs n/a 57.6% Hanger B1 Hanger 2"x 3-1/2" 3,025 Ibs n/a 57.6% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 I ®Boise Cascade Double 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP Roof Beam\131302 Dry 1 span No cantilevers 0/12 slope October 1,2015 08:01:42 BC CALC®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: low ridge beam Address: 45 Channel Point Rd Specifier: City, State, Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►I b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for c particular application.Output here based on building code-accepted design T' properties and analysis methods. T Installation of BOISE engineered wood a —• products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=3-15/16" (800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJSTM', Calculated Side Load=315.0 Ib/ft ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING Connectors are: 16d Sinker Nails SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\131301 Dry 2 spans No cantilevers 1 0/12 slope October 1, 2015 08:02:50 BC CALC®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: Ridge beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 12 i 2 c s I l 3j I l i i i I t 4 } 15-03-00 19-00-00 BO B1 B2 Total of Horizontal Design Spans=34-03-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO 1,294/0 2,734/0 B1 4,511 /0 8,199/0 B2 2,329/0 4,335/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf.Area(lb/f A2) L 00-00-00 34-03-00 15 30 08-06-00 2 roof Unf. Area(lb/ft^2) L 00-00-00 03-06-00 15 30 08-06-00 3 roof Trapezoidal(lb/ft) L 03-06-00 90 180 n/a 14-00-00 45 90 n/a 4 roof Unf. Area(lb/ft^2) L 14-00-00 34-03-00 15 30 03-00-00 5 Reaction from Desi... Conc. Pt. (Ibs) R 02-03-00 02-03-00 1,083 1,942 n/a Controls Summary Value %Allowable Duration case Location Pos. Moment 19,177 ft-Ibs 52.3% 115% 8 27-05-05 Neg. Moment -23,308 ft-Ibs 63.5% 115% 9 15-03-00 End Shear 6,096 Ibs 44.7% 115% 8 16-04-10 Cont. Shear 6,065 Ibs 44.5% 115% 9 16-04-10 Total Load Defl. U319(0.714") 56.4% n/a 8 26-00-03 Live Load Defl. U473 (0.482") 50.8% n/a 11 25-08-08 Total Neg. Defl. U999(-0.065") n/a n/a 8 12-04-13 Max Defl. 0.714" 71.4% n/a 8 26-00-03 Span/Depth 19.2 n/a n/a 0 00-00-00 Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 C Dry 2 spans No cantilevers 1 0/12 slope October 1,2015 08:02:50 BC CALL®Design Report Build 4137 File Name: BC CALC Project Job Name: Mitchell Description: Ridge beam Address: 45 Channel Point Rd Specifier: City, State,Zip:Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Minimum bearing length for BO is 1-1/2". output as evidence of suitability for Minimum bearinglength for B1 is 3-1/4 ." particular application.Output here based 9 on building code-accepted design Minimum bearing length for B2 is 1-11/16". properties and analysis methods. Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ Installation of BOISE engineered wood 1/2 intermediate bearing products must be in accordance with current Installation Guide and applicable Calculations assume Member is Fully Braced. building codes.To obtain Installation Guide Design based on Dry Service Condition. or ask questions,please call Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSM Connection Diagram ALLJOIST®,BC RIM BOARD-,BCI®, b d BOISE GLULAM- SIMPLE FRAMING L SYSTEM®,VERSA-LAM®,VERSA-RIM a PLUS®,VERSA-RIM®, o 0 VERSA-STRAND®,VERSA-STUD®are c trademarks of Boise Cascade Wood Products L.L.C. e 0 0 0 a minimum=2" c=6-7/8" b minimum=3" d=6" e minimum=3" Calculated Side Load=765.0 ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Connectors are: 16d Common Nails s REScheck Software Version 4.6.1 Compliance Certificate Project 45 Channel Point Rd Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,200 ft2 Glazing Area 12% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 45 Channel Point Rd Peter Campbell Hyannis, MA PEC Constuction 44 Highbank Rd S. Dennis, MA Compliance: 2.9%.Better Than Code Maximum UA: 272 Your UA: 264 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 910 30.0 19.0 0.021 19 Ceiling 2: Cathedral Ceiling 350 30.0 0.0 0.034 12 Wall 1: Wood Frame, 16"D.C. 2,030 21.0 0.0 . 0.057 98 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 200 0.290 58 Door 1: Solid 78 0.310 24 Door 2:Glass 39 0.330 13 Floor 1:All-Wood joistfTruss:Over Unconditioned Space 1,200 30.0 0.0 0.033 40 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other. calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version /4.6.1 and to comply with the mandatory requir ents liste in tbie REScheck Inspection Checklist. Name-Title ignature Date Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Pagel of 8 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 'documentation demonstrate a _ ❑Does Not [PR1]1 energy code compliance for the building envelope. : ❑Not Observable ; ❑Not Applicable ; 103.1, Construction drawings and r ❑Complies 103.2, !documentation demonstrate ❑Does Not ; 403.7 ;energy code compliance forffi; ; [PR3]1 ;lighting and mechanical systems. ri ❑Not Observable Systems serving multiple ,"` ❑Not Applicable ; ;dwelling units must demonstrate ; ;compliance with the IECC e Commercial Provisions. - 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA p = Cooling: Coolirig: !❑Not Observable. ; tl Manual J or other methods Btu/hr Btu/hr ❑Not Applicable' approved by the code official k Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 2 of 8 12012 TIECCFoundation Inspection 7 Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies ; [F011]z protect exposed exterior insulation TIDoes Not and extends a minimum of 6 in. below ;❑Not Observable: grade. :❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies ; [F012]2 installed. ;❑Does Not U ;❑Not Observable; j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 3 of 8 Section Plans Verified Field Verified # Framing/Rough-In inspection Value Value Complies.' Comments/Assumptions &''Req.ID 402.1.1, Door U-factor. U- ; U ;❑Complies ;See the Envelope Assemblies 402.3.4 ; ;❑Does Not ;table for values.[FR . 111 - ;❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ; _ :❑Does Not ;table for values. 402.3.3, 402.3.6, :❑Not Observable 1 . 402.5 i ❑Not Applicable [F R211 ! 1 ! ( ! f 4 1 1 ! 1 ! 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance _ ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. IE]Not Applicable 402.4.1.1 1Air barrier and thermal barrier ( ❑Complies [FR23]1 linstalled per manufacturer's ' •.', ❑Does Not instructions. ` -]Not Observable ' ! 111Not Applicable 402.4.3 Fenestration that is not site built , ❑Complies ; [FR20]1 i is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 k ❑Not Observable or has infiltration rates per NFRC x 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm 4 []Not Observable leakage at 75 Pa. a ❑Not Applicable ; 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies a. , [FR12]1 "insulated to>_R-8.All other ducts R_ R_ ❑Does Not in unconditioned spaces or ; ❑Not Observable ;outside the building envelope are; ; insulated to>_R-6. ;❑Not Applicable 403.2.2 All joints and seams of air ducts, t '. ❑Complies I [FR13]1 :air handlers, and filter boxes are '(.` ❑Does Not ;sealed. _ ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not h, []Not Observable ❑Not Applicable ; N s, 403.3 HVAC piping conveying fluids ; R- R- . ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55 4F are insulated to>_R- ;❑Not Observable 3. 3 ;❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR2411 piping. ❑Does Not r ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes'are insulated to R-• ; R- ;❑Complies [FR18]2, >R-3. ;❑Does Not []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 1 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified Field Verified # framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 1Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air '' ❑Does Not intakes and exhausts. [:]Not Observable ❑Not Applicable ; Additional Comments/Assumptions: } 9 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable' 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values, (IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies ; 402.2.7 i manufacturer's instructions,and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a;, R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ,exterior,the exterior insulation ❑ Steel ❑ Steel :❑Not Applicable requirement applies(FR10). 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ' w ❑Does Not G ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page.6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. : R- R- 1❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, { Steel {❑ Steel 1❑Not Observable 402.2.E[FI1] :❑Not Applicable I 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 1 manufacturer's instructions. []Does Not 1 [FI2]1 Blown insulation marked every 1300 ft2. t ❑Not Observable { . ❑Not Applicable { 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ' ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 :insulation >_R-value of the { ❑Does Not adjacent assembly. { ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = 1❑Complies [FI17]1 ach in Climate Zones 1-2,and { ❑Does Not { <=3 ach in Climate Zones 3-8. { {❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 ; cfm/100 cfm/100 1❑Complies [FI4]1 'cfm/100 ft2 across the system or 1 F2 I ft2 :ODoes Not <=3 cfm/100 ft2 without air 1 1❑Not Observable handler @ 25 Pa.For rough-in : :tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [F124]1 i by manufacturer at<=2%of t ❑Does Not ;design air flow. _ ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed on forced air furnaces. ❑Does Not SJ []Not Observable 1 ❑Not Applicable 403.1.2 I Heat pump thermostat installed [ Complies [FI10]2 on heat pumps. []Does Not lJ ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and'listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable , 404.1 75%of lamps in permanent ❑Complies [FI6]1 i fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy(lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. []Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not J ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 45 Channel Point Rd Report date: 09/17/15 Data filename: Untitled.rck Page 8 of 8 2012 0[ACC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00, Ceiling / Roof 49.00 , Ductwork (unconditioned spaces): ... Maw Window 0.29 Door 0.31 b Heating System: Cooling System: N Water Heater: Name: Date: Comments r E t n XFINITY Connect pecconstruction@comcast.net + Font Size- Thursday Oct 1st From : Deborah Campbell <DCampbell@mariboroughsavings.com> wed, Sep 16,2015 04:49 PM th ttacmen Subject:Thursday Oct 1st 1 attachment . To :JOHN BAGGOTT(jhn.baggott@gmaii.com) <jhn.baggott@gmail.com>,Josephine Baggott (alass63@gmail.com) <alass63@gmail.com>, Ocsrl4@yahoo.com, Peter <pecconstruction@comcast.net>, soupsc@aol.com,J]Campbell@aol.com, soupmrc@aol.com,Tracy Giroux <tgiroux@mspack.com>, Krisanne DeVries (krisanne.devries@gmaii.com) (krisanne.devries@gmail.com <krisanne.devries@gmail.com>,jonnydavid94@gmail.com, stevdevr@netscape.com Cc: David Devries <David_Devries@bose.com> 1 apologize in advance as this is not the proper way to"invite you all but 1 am simply running out of time! (Mom,.don't shoot me J) . Please join us for our Rehearsal dinner on. Thursday October 1 st Location: Riverway Restaurant (next door to AmbassadorsInn) 1338 Route 28 South Yarmouth, MA ; Time: 6:30pm. •Dinner choices: s Grilled Salmon with Casino Butter Chicken Piccata Prime Rib of beef au jus . 'Please.respond back to me with either a YES along with your dinner choice or no by Wednesday September 23rd t Thank you! David & Deborah Deborah M. Campbell Senior Vice President Branch Administrator/ Security Officer Marlborough Savings Bank N M LS# 715855 Direct Line 508-460-4108 Fax 508-481-2673 dcampbell(a)aareatbank.com View E-Card w_ww.acireatbank.com Like us on Facebook: http://%vww.facebook.com/MariboroughSavincisBank Do you Kasasa? Learn More >> This message contains confidential and proprietary information of the sender, and is intended only for the person(s)to whom it is addressed. Any use, distribution, copying or disclosure by any other person is strictly prohibited. If you have received this message in error, please notify the e-mail sender immediately, and delete the original message without making a copy. P Think before you print image001.png 1 KB r &M- HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS,MASS.02601 HAROLD S.13RUNELLE,CHMP ' � . J 5 .. G FIRE PREVENTION BUREAU' Lt.John Cosmo Capt.William Rex Inspector Inspector DUMPSTERS AND RUBBISH CONTAINERS Application Date: /1004//®� Map/Parcel: PERMIT TYPE um ste Rubbish Permit#: zo-CV-s"a Location Name: tl/ Phone: . 5 Location Address: 4,j Contact'... In accordance with Mass General Law Chapter 148-Section 10--to wit: 527 CMR 34.00,1 request permission to: (circle) INSTALL/MODIFY/REPAIR/REMOVE/STORE/USE the following: DUMPSTER Describe work: hX's �s �r.�c•�` Applicant's Name: �/� &(C Address: Phone#: - ;37- Fax#: 4 f6- ",eet,� License Type:^ C,-<,- License#: Expires: Print Name: Signature: Note: Paid: Ck#: RESTRICTIONS: REQUIREMENTS:Attach a drawing that shows location of dumpster in relation to the building "°-----� + f 34.03:Permits Required The owner,lessee or refuse generator of any premises shall obtain a permit from the head of the fire department for rubbish containers, which are emptied by mechanical assistance,of six cubic yards or more in the aggregate of compacted or uncompacted combustible rubbish.Permits shall state container location(s)and'the name and telephone number of the company or person who can be reached in an emergency.No permit shall be required for containers which are delivered to a location and removed in the course of a single business day. Granting Fire Official: Permit granted on: a t / Expires: Id�,.�G�/ THIS APPLICATION IS DEEMED TO BE A VALID PERMIT ONLY WHEN SIGNED BY THE GRANTING OFFICIAL AND STAMPED BELOW. Hyannis Fire Department Pd:$25 Cash[) Check� FPO Stamp... Rev.8/15 Tot Q_1_1 e � Y �`�' � �°µ � �„�. � � �g� I 6 n 6 n 6 n 6 Effective Date: October 21st, 2015 9 5, n Western SuretyCompany 6 n LICENSE AND PERMIT BOND 6 9 6 n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62564901 6 n fi n 6 n W That we, peter Campbell 6 n 6 n of South Dennis State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of n Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sumof Six Hundred Seventy Two and 00/100 -DOLLARS ($672.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until October 21st 2016 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of th>r,fyj ' n cf�.fl,,,,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shaklher�eupon,be relieved from any liability for any acts or omissions of the Principal subsequent to said dad liega-dless� �Vhe number of years this bond shall continue in force, the number of claims made a a ri f his bo A z: he number of premiums which shall be payable or paid, the Surety's total limit of Iia ##zll y shall not be UUThulative from year to year or period to period, and in no event shall the Surety's total hal ty a�a Vat5n�nexceed the amount set forth above. Any revision of the bond amount shall not be n r g7 ' o �r� &�� ga4aSbrK#� n Date"clis��� 21st day of October 2015 6 n fi n 6 n I 6 n 6 Principal 6 n 6 n 6 n Principal WESTE SURET COMPANY 6 n 6 B n 6 y n u Paul T.Bruflat,Stnior Vice President u Form 532-12-2011 n 6 n ' 6 n 6 n ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this I 21st day of October 2015 ,before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. +h5hhh�yhy5shhh�h�h�,hhhyy} s S. PETRIK s s A NOTARY PUBLIC SE L s Is SOUTH DAKOTA s ary Public—South Dakota +hhhSyhhyhSyhyhhhhyhyyhy+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he—executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E ~ U o a 1 aA Qcn �, o z Cd W z a o a o w Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan,Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota ,its regularly elected Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One General Contractor Town of Barnstable bond with bond number 62569901 for Peter Campbell as Principal in the penalty amount not to exceed: $ 672.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney,or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 21st day of October 2015 ATTEST WE TE N / U R E T>7 COMPANY By �LNelsonistant Secretary Paul T ruflat,Vice President gggtA��g'-�S6tPegp� STATE OF SOUTH DAKOTA A"� )} ss COUNTY OF MINNEHAHA On this 21st dayof October 2015 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. ' ++�ih45�sh54hSy�a�a�ihSh4hbh5ht a S. PETRIK s aRSEA-L NOTARY [SEALIS SOUTH DAKOTA s +yhyy5y�ahhhhhyh055hyyyh�it My Commission Expires August 11,2016 Notary Public how Form F1975-1-2012 �� rJOC.7 80/593 10-01-49 01 Q15 • .r Cl'Fii=154937 I) Return to: Attorney Lucille B.Brennan 13MISTABLE LAND COURT REGISTRY Fletcher,Tilton&Whipple,P.C. \- ID6 370 Main Street Worcester,MA 01608 RTYaDSQUITCLAIM DEED CAX 1,ADOLPIIE O.RICHARDS,surviving tenant by the entirety, ' - - of 45 Channel Point Road,Hyannis,MA DATE 16.01.199 FRI for consideration paid,and in full consideration of TAX $330.60 TOTAL,,,. $330.60 ONE HUNDRED FORTY-FIVE THOUSAND DOLLARS($145,000.00) CA§H $330.60 CLERK111 NO.001417 GRANT TO PATRICIA RICHARDS MITCHELL TIME :34 2222 i. of 47 Bonney Street,Westwood,MA WITH QUITCLAIM COVENANTS the land with the improvements thereon situated in Hyannis,in the County of Barnstable,Commonwealth of Massachusetts,known as 45 Channel.Point Road, bounded and described as follows: WESTERLY by a road one hundred five and ten hundredths(105.10)feet; NORTHWESTERLY by the junction of said road with Channel Point Road,on a radius of twenty'(20)feet,twenty-eight and eighty-three hundredths(28.83) l�V feet; NORTHERLY by said Channel Point Road,sixty-two and forty-three hundredths(62.43)feet; PEG 4$ EEDS PEG �� EASTERLY by lot 152,one hundred sixteen and twenty-one hundredths SV t$NSTAELE (116.21)feet;and, 10/01 1119PM 01 SOUTHERLY by Lots 145 and 144,ninety-five ands ven hundredths poop 5439 (95.7)feet. FEE E495.90 Land is shown as Lot 153 on Land Court Plan#7615-B(sheet 1)filed in Land Registration Book 6,Page 11,Barnstable County Registered Land Records. CASH 4:495.90 91 Wiuhdi;hbkhN kr 45O .l Poi.R.A R,-Ad. 1 Quitclaim Deed Richards to Mitchell 45 Channel Point Road Hyannis,MA Page 2. BEING the same premises conveyed to Adolphe O.Richards and Alexandria. Richards by deed of Arthur G.and Elizabeth Brenner registered on , 19 as noted on Certificate No.11310 in Registration Book,Pageylo . WITNESS my hand and seal this .28' day of Sep te ,1999. ADOLP E 0,511THARDS, COMMONWEALTH OF MASSACHUSETTS l ,ss. Septembers 1999 Then personally appeared the above nanM4 Adolphe O.Richards and acknowledged the foregoing to be his fr e t and deed,before me, d v Notary Public My Commission Expires: ' - ..�►� f _/ors h .. - ,,sl a �.// `- n•.%1_'i, k: .•6: II h .^: F BARNS�ABIE REGI��RY 4f DEEDS (Mil{1HII,ftlki+',Oeelk,45CMnel Mm RW.HywWGAM4ckdL hvklt*W kf 0 MMH MIW RNA Hyr ko- Nl�a . .. OUNTY REGI51 RY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER Town of Barnstable ti® Regulatory Services ,5 Thomas F.Geiler,Director w snxxsrABIX Building Division lEn rr►a't" Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 00 PERMIT# c6 5 69 8 FEE; $ SHED REGISTRATION —� 120 square feet or less 1 Locat of shed(address) Village — � t 4? v Property owner's name Telephone number Size of Shed Map/Parcel# o?/ Signature Date Hyannis Main Street Waterfront Historic District. Old King's Highway Historic District Commission jurisdiction? 73 .-�• Conservation Commission(signature re4uired) 1 r PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE (K' A/ COMMISSIONS,'THERE MAY A REVIEW PROCESS AND APPLICATION FEE. OF -712- PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. 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SCALE:1/8".1'-0" ¢ f TO = uanwM� "s Y b=roaR ►f n — ADA `\ i BATH �� 4 I ° SHEAR WALL KEY O v / a 1PDR Q —^T'� <'�' M NOTE FOR SHEAR WALLS 8d IS FOR GALVANIZED BOX NAIL OR COMMON NAIL `v ' ❑ DOUBLEHEADER 0 > AT ALL EXTERIOR WALLS AND WHERE NOTED a o� __ a DOUBLE TOP PLATE \ m I I/2"OR 5/S"GDX WITH Bd Al 6"O.C.AT PANEL S 20-0 y v PLATE UPLIFT STRAP EDGES AND 12"O.G.FIELD. STUDS AT I6' O.C.MAX. O LIVING m REFER TO TABLE 7 OR 8 u a 1/2"OR 5/8"CDX WITH Sal AT 4"O.C.AT PANEL j 1 EDGES AND 12"O.C.FIELD. STUDS AT 16"O.C.MAX. �\ FULL HGT.STUD v I MASTER Q m a b� HEADER REFER TO TABLE 9 STRAP �� a ® I/2"CDX OR OSB WITH IOd AT 3"O.C.AT PANEL _--- �. EDGES AND i2"O.G.FIELD. USE 4 O.C.AT ALL JACK STUD VERTICAL EDGES. STUDS AT 16" .C.MAX. w SILL PLATE S l.11 UP Y a o 12''9" BOOKSHELVE6 BELOW m f ` OR A35 V 3'-0" WINDOW 9EAT TWI446 TW3446 =is P6050 BOTTOM PLATE a BOX BAY IST FLOOR PLAN STRAP TO FOUNDATION C's 4'-6" 4'-5° 3'-2" SCALE,1/8"•1'-0" 1568.E SF, SIMPSON STHD14 3-9" 6�-9" 6'5" I�'-0" REVISION 8 24 15 ORFJA/FSA 34'-O" 2�_8113 OR HD SERIES W/ APPROVED: 4-8113 CS COUPLER U1FCM GUIDE 110 EXP.B REVISED: TYPICAL APPLICATION AT OPENING M.-I October 15,WIS USE SIMPSON COIL STRAPS CSI& A 2 ram` 22'-0" V-o,, TW2436 I'_5° I �I I Egg,stamp IB'-B" 1 \ in v I - AlTIC STORAGE \ aiv O In 24 �n r Daun 6$�� SCALE: - d ��SII P V � IDRAWN BY: EAVES wkdesign. r�Z\ M—d.y O.at-1%2015 LINEN <7! ALL L4. BEDROOM - I �— f cn cn BEDROOM I I Jo= SHEAR WALL KEY ..... _... NOTE FOR SHEAR WALLS Sol IS FOR GALVANIZED BOX NAIL OR COMMON NAIL DOUBLE HEADER _ s' DOUBLE TOP PLATE AT ALL EXTERIOR WALLS AND WHERE NOTED PLATE UPLIFT STRAP I/2"OR 5/8"GDx WITH 8d AT 6"o.c.A7 PANEL REFER TO TABLE 7 OR 8 EDGES AND 12"O.C-FIELD. STUDS AT I6' O.C.MAX.In ~ a1/2'OR 5/8'COX WITH 8d AT 4. O.G.At PANEL EDGES AND 12"O.G.FIELD. STUDS AT 16"O.G.MAX. HEADER UPLIFT STRAP FULLREFER TO TABLE 9 \\ 4-8 '^ EAVES \ "' 4'-B" \ \ © 1/2"CDX OR OSB WITH IOd AT 3' O.C.AT PANEL ACK STUD D EDGES A 6 AND 12"O.G-FIELD. USE 4x 'e AT ALL SILL PLATE \\\ \ \ \ VERTICAL EDGES. STUDS AT 16"O.C.MAX. XIU25310 \TW25310 6-O 5 1 \ 5-T\ 6-0 - OR A3S a34'-0" a BOTTOM PLATE STRAP TO FOUNDATION APPROVED: 2ND FLOOR PLAN SIMPSON STHD14ORFJA/FSA REVISED: Gc E:115"•1'-0- OR HS 5-813 OR HD SERIES W/ M.",oc L—15,2015 4_8D CS COUPLER U1FCM GUIDE 110 EXP.B TYPICAL APPLICATION AT OPENING USE SIMPSON COIL STRAPS CSI6 43 J%$ 34'4° HOLD DOWN KEY 22'-3" SIMPSON LSTHDB OR LSTHDBRJ(FOR RIM JOIST APPLICATION)WITH 24-16d O SINKERS INTO A DBL STUD,EDGE NAIL SHEAR TO BOTH STUDS. AT FOUNDATION USE Egg,stamp t 8"CONCRETE EMBEDMENT WITH-4 REBAR ABOVE THE EMBEDMENT PORTION. 7•- ................................-------------- --•-•--•------•-- FLOOR USE SIMPSON MSTC40 WITH 36-I&d SINKERS USE 18-I6d ............................................................° ,° ° ,.,a 4x STUD ABOVE FLOOR,BELOW FLOOR USE 18-16d SINKERS TO DEL OR - •• 2 PAN ' NAILS TO DBL OR 4x STUD OR HEADER. SEE DETAIL FROM SIMPSON CATALOG. 16"CLEAR SPAN. • ; HD5 WITH 14-SOS 1/4"x3"WOOD SCREWS INTO DBL OR 4x STUD, O EDGE NAIL SHEAR TO BOTH STUDS. AT FOUNDATION USE SIMPSON 8ST1320 ANCHOR BOLT WITH IS"CONCRETE EMBEDMENT WITH SINGLE POUR FOUNDATION. IF REQUIRED, USE CONNECTOR NUT AND CONTINUOUS ALLTHREAD TO CONNECT ANCHOR BOLT TO HOLD DOWN. .O OTO CLEAR SPAN FLOOR USE SIMPSON MSTCTB WITH SO-16d SINKERS. USE 40-16d NAILS TO DEL OR 4x STUD ABOVE FLOOR,BELOW FLOOR USE 40-16d SINKERS TO DEL OR POURED 4"CONCRETE FLOOR 4x STUD. SEE DETAIL FROM SIMPSON CATALOG. IB"CLEAR SPAN. PITCH 1/4"PER FOOT TOWARD DOOR '3 - ;2 O SIMPSON STHDIO OR STWDIORJ(FOR RIM JOIST APPLICATION)WITH 28-16d SINKERS INTO A DEL STUD,EDGE NAIL SHEAR TO BOTH STUDS. AT FOUNDATION USE 10"CONCRETE EMBEDMENT WITH-4 REBAR ABOVE THE EMBEDMENT PORTION. _ SCALE:Q] t 8i$u 8i$n 1�811 — II 4J O O• DRAWN BY: mLIN "© wkdesign 8'X4'POURED CONCRETE FOUNDATION O- ° NOT LE85 THAN A 5"TO FMISN BLAB .________. ; VERIFY FOR DROP IN FOUNDATION Is,zo5 SET UPON 10"X 20" KEYED FOOTING ' ....�Samol g6ff ENI�7P1R�...' .... .......a.... L n o� F 8"X i'-10" POURED CONCRETE FOUNDATION IX 0 - TO ACHIEVE 3000 PSI IN 28 DAYS `^ r_ SET UPON A 10"X 20"KEYED FOOTING } W/(2)5/8"REBAR THROUGHOUT, O L uP rat O VINYL WINDOWS SUPPLIED BY FOUNDATION CONTRACTOR 2ND FLOOR G 8"X4'FOUNDATION a GARAGE UPON 10"X 20" •` 6'-T" 6•-6° 6'-6" 6'$" 6'_9" r KEYED FOOTING. z O WATERPROOFING BY CONTRACTOR \ 5 8"XI2 ANCHOR BOLTS W/ - \ m eEAn 3"X3" "XI/4 PLATE WASHERS • • O Q POCKETS , POCKETS; - ; ••. a b'OG. LVL BEAM BY OTHER T-10" t n vJ 4"POURED CONCRETE FLOOR THROUGHOUT o z U III111" z: 8"X4'SONOTUBE W/BIGFOOT BASE O � N 30"X30"XIO"CONCRETE FOOTING ; ............ ...................'--"........... W/3 I/2"GONG. FILLED STEEL LALLY. O O ................... __..•••....... .. 5 ]4X16 LIDER O APPROVED: 34'-3" REVISED: FOUNDATION PLAN nobs Dc,ob�IS,2015 SCALE: I/0'.I O" A 4 3 ��m ` Ij I -J Funnel BEAM BY OTHER - POST TO FOUNDATION l nano:' r - - - - - - - - - - - - - - - - - - - - - , Ene,stamp I I f• 1 DOUBLE UP JOISTS AT DORMER WALLS on orlus I GARAGE 2XI26 16" OC I I r HU5210-2 SCALE: '. HUS210 I I u- ?,••r DRAWN BY: MIU3.56/11 mlu SOLID BLOCKING UNDER WALLS Pow TO FOUNDATION 3'-2" wkdesign IUSI.81/88 Monday Oeleb-19,70I5 3 1 3/4" X 11 1/8" TJI 110 SERIES 9 16"OC. et = LL T II 1/8"TJI IIO SERIES o Ir."or- > � SOLID BLOCKING fj POST TO HEADER Mfu USI.81/11.88 BEAM BELOW BY OTHER /FOUNDATION (SEE FOUNDATION PLAN) \ 14 FLUSH BEAM BY OTHER O T EA POST N HEADER (� O TI /FOUDATION SOLID BLOCKING BENEATH WALLS SOLID BLOCKING II 1/8"TJI IIO SERIES o 16"OG M HU w v 13/4" X 11 1/8" TJI 110 SERIES o 16" OC. PLUMBING DROPS 1ST FLOOR FRAMING PLAN APPROVED: - 2ND FLOOR FRAMING PLAN REVISED, KALE:I/8"-I'O" Monday,Oetober 19,]015 PLUMBING DROPS a 0 A O tt� � A m X N O 1 N X . 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D 8 Z m rT O O A u A 3 A N 3 R � o NEW l40mjg R � � D N A r oWilliam Kwaak m m 45 CkANNEL PO/NT Ra, 01 . .' � - 5W Male Stt 02645 A4'rANN/S MA, 02601 � "a�� 2�5 ! 5082418X5 � t _X xkeesign�irsn.wm ,s ? _.� -�-� "-, .��' m�' e._ � ��� �� '�' .,.,4� v FZONING SUMMARY NOTES ZONING DISTRICT: RB DISTRICT 1. DATUM is NAVD88 Not REQUIRED: EXISTING: PROPOSED: I MIN. LOT SIZE 43,560 S.F. 10,372 S.F. 10,372 S.F. 2. MUNICIPAL WATER IS EXISTING MIN. LOT FRONTAGE 20' 62.4' 62.4' South Locus 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MIN. LOT WIDTH 100' 82.6' 82.6' BE USED FOR LOT LINE STAKING OR ANY OTHER MIN. FRONT SETBACK 20' 30.8' 29.2' PURPOSE. MIN. SIDE SETBACK 10' 16.3' 16.2' Q) /_0 cl� Cb 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING (b -M MIN. REAR SETBACK 10' — — Q. DIGSAFE (1-888-344-7233) AND VERIFYING THE MAX. BUILDING HEIGHT 30' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES IOR TO COMMENCEMENT OF WORK.R MAX. LOT COVERAGE 20% 10.92% 17.53% P 1 x V-6 xv MAX. F.A.R. 30% 8.76% 23.79% SITE 1S LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT f Gosoold St. UNFINISHED BASEMENT NOT HEATED SPACE Lewis . ....................... Bay LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 326 PARCEL 103 LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PCT ANNUAL CHANCE FLOOD HAZARD) & AE 0 (EL 11) AS SHOWN ON COMMUNITY PANEL 9 #25001CO569J DATED 7/16/2014 670 67- LOT 153 N 10,3 72 SF N rcz� OWNER OF RECORD 0.24 AC. PATRICIA R MITCHELL 47 BONNEY STREET WESTWOOD, MA 02090 q A 12\— 6A 16. REFERENCES C) VIA LCP 7615 B eOA AVI D"' 35- Tr I PROPOSED /All 1PROPOSED DWELLING; 2' HIGH �' ROCK WALL QD 0 C) ki N \\ .........", "A PLAN (`%F LANU Q OF NE X [13] �' � 0629593 #45 CHANNEL POINT ROAD \2' HYANNIS, MA LEGEND- PREPARED FOR 99— EXISTING CONTOUR PETER C A M P B E L L X 99-1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR DATE: OCT. 19, 2015 198-41 PROPOSED SPOT EL. TH1 Scale: 1"= 20' TEST HOLE YYY 0 10 20 30 40 50 FEET SLOPE OF GROUND off 508-362-4541 DANIEL fax 508-362-9880 DANI L UTILITY POLE A. o OJA downcope.com @ OJAI-A FIRE HYDRANT CIVIL Cn No.40980 d*WJ7 CdAilf e df fift,r, id C. fl 5 NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING P A C, 0, S ,\()t s .�Z OAF 01 T civil engineers 10-\O1-N S/ONAL land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 9J-9 Main Street ( Rte 6A) DCE # 15-074 YARMOUTHPORT MA 02675 ----------- ------