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0020 MARSH LANE
i i i ��, �r� f t__ _.. t SED ETECTW-1 REVIEWED MOK -- - f DATE F j BARNSTABLE BUILDING DEPT. --'— t . FIRE DEPART — - -- I TE _ I L L" . 1' 11 BOTH SIGNATURES ARE REQUIRED FOR PERM I j ---- : LE �t rt a � LI 4. i ( : : - - - - -- -- l IMPORTANT-UPGRADE REQUIRED CARBONMDryD�DEAIAq STATE BUILDING CODE REQUIRES THE UPGRADING F - I: " I F :'-� .. .I MUSTBEINSiAILEDPERS. SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN 1 La MASSACHOSETTSfjUILDING COD E ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, p=I..t �_ _- ., �. —T i j NOTE: A SEPARATE'PERMIT IS REQUIREDJOR THE FT L INSTALLATION OF SMOKE DETECTORS-THE ELECTRIC L _T _ t I- _ - `- PERMIT DOES NOT SATISFY THIS REQUIREMENT. EJ I —_l :t�j_T �f7lf�C$ N I IDU , ..__-- va- - DONALD I.MEYER - - - - — Professional Building Designer .. ._... I P.O.-332 - :_. G.S..a._.{i�__.�_.:.Q. ._. S.Ysmout'M m2 (SM)3943296 1 ' F q+4- .r a I P rwo� Ikit. IT • _ .� � .NI1 ro� —� I i � s 11 1J i a � ! a is Znll-o2� { - - --- - _ �-�t ' it ik Igi.fir �f-'L¢127— 0 �B�T`->tr --. - l�'.=.��-fie.-.__ �• , iu,� -T'T X._'�{(—Ln¢. 0 -F--fl au- -}�--��—��, T-Tie{ -• ' 9. Ye1LlC .... xu I &:TC9 ._. r6e.,e .. 77 -- - .�: } 41. DONALD I MEYER-.-� .MEYY�-- - - Professional Building Designer S.Y u M 5 0266G - (508)39F52% Application number.... Q.0.....Gl...Y KEPT Fee ...................... .....NG MAR 17 ZOZO Building Inspectors Initials.... .. ............................. s V//V OF BAR Date Issued........ ....................................................... NSTAB LE Map/Parcel....�...o�..Z c� ................... TOWN°OF BARNSTABLE EXPEDITED PERMIT APPLICATION: SWANNED ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION MAR 17 2020 PROPERTY INFORMATION Address of Project: BER STREET VILLA PE Owner's Name: L Phone Number D�a �f " d 1.33 Email Address: � Cell Phone Number �#f v 0133 Project cost$ Ch ck one Residential V Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize t4 le to make application fo a building permit in accordance Ath 780 CMR Owner Signature: ' /G � Date: Vi 1 b TYPE OF WORK Siding ❑ Windows (no header change) # ❑ Doors (no header.change)# ❑Insulation/Weatherization ED Roof(not applying more than 1 layer of shingles) Commercial Doors require an inspector's review Construction Debris will be going to Certificate of occupancy with no`construction(complete below) Occupant/family relationship or business name or Existing`sarnnesty�apartment(attach.a copy of recorded comprehensive permit)1, } 'CONTRACTOR'S INFORMATIONvV ti, Contractor's name '� Homc Improvement Contractors Registration(if applicable)#�$Ld'h7 _„ %k i(attach copy) Construction Supervisor's License# { SOS (attach copy), q Email of Contractor CO 'f'rt VG'r+0''t �i COP" Phone number 'l Z �'•�tG 6 ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR/F THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ f *For Tents Only* Date Tent(s)will be erected Removed on'` number of tents total * i , Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. C,.::;/,Purpose of Event Check one: this event is a: for profit non-profit event rk ? `Check'one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent Fuel source being used LP tank 20 lbs. or> Yes No , if yes, a gas permit is required. Natural Gas Yes ,' No , if yes, a,gas periiiit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES* atY'rs,' i Manufacturer# Model /I.D. Fuel Type "' ' y Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the To n of Ba st bl . IVY Signature Date APPLICANT'S SI?GT1A 'ZJRE Signature Date (J ZOW All permit ap ications are subject to a building'official's approval prior to issuance. f a ,�� e,y. •�', �iI 'S� k*�. a'',.' m�1 4a,'�Lty "� ob."y,t'y` x.y.'"R' '._'"R,F�`,� '� :4 J d �A„ � .5 r2 ib"`•� � tl �4� i• q.D' i6 tl'.�a y; •l;� The Commonwealth of Massachusetts De artment o Industrial Accidents r P .� ` Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �L4 Ve_ tNlc�c V1. _- Address: � ' City/Statee/Zip: IN�► Phone#: 7 Z L e 5'� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I a a employer with 4. ❑.I am a general contractor and 1 6. ❑New construction ployees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑Building addition. [No workers' comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions. 3.❑ I am a homeowner doing all work officers have exercised their I I.❑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: -- Policy#or Self-ins.Lic.#: Expiration Date: Job Site Addres A 1511 61 City/State/Zip:X vl ft S 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 cern underthepaimis and p nalties of perjury that the information provided above is true and correct. Si afore: Dater -31 17l=P Phone#: SZ Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i t 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 thann,tUpe.apa A66 and wh6 resides therein,or the occupant of the dwelling house of another who employs persons to do�mauitenance,c6n tfuction�or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not b'pause;of such° m�loym�yt be,,de'eMed,to lie ad;rfilij er." A...t f�il, f Jpf„' 1a MGL chafit f-1`52,:§25C(6)also'�tdttes 1hdt %very state or local licensingage0y;shup wjtbh,6ldrthe issuance or renewal of a license or permit'to3operate 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 carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant d.; •. that must sui;mltiple peit/license applications in any given year,need only submit one affidavit indip g current policy inforriiation ffQ&aty)and under Job Site Address the applicant should wriie$all`tticE-6s in __ (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. a t ti The Department's addressh5telphone`and fax number: i 4 a.d••i kx The Commonwealth of Massaohusetts Department of Indust hal Accidents Office of Investigations 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.mar>s.gov/dia ' OH e oonsumea7rs seg lation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE Individual I before the expiration date. If found return to: Realstratlon Enirstion Office of Consumer Affairs and Business Regulation 184667k 02/22/2022 1000 Washington Street -Suite 710 KYLE A MARTIN r Boston,MA•02118 KYLE MARTIN 466 BOXBERRY HILL AD >' � '� 4. - t EAST FALMOUTH,MA 02536 Not valid without signature Undersecretary . } Commonwealth of Massachusetts Construction Supervisor Division of Professional Licensure Unrestricted Buildings of any use.group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed h- Board of Building Regulations and Standards space. Cons�r }� '' 1�pfjrvisor , CS-094654 t. KYLE A MARiN fir, fc�pires: 11/11/2021 466 BOXBERRy Hit EAST FALMOUTH •f��S�1:1L�& Failure to f Possess a current edition of the Massachusetts State Building Code is Cause for.reVOcation of this license. COrnmissiOner For information about this license % Call(617)7273200 or visit WWW.rnass,gov/dpl Ld Short Form • '��WrI JF1t5oft oa Date:e: May 21,2012. Entire House By: R.J. Franey Mechanical Services, Inc. 56-AN icoletta's Way, Mash pee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:rjfraney@comcast.net Web:www.rjfraney.com License:2263 Project,Information For: Jan Cook 20 Marsh Lane Hyannisport D- • ih Information Htg Clg Infiltration Outside db (OF) 14 82 Method Simplified Inside db(OF) 70 70 Construction quality Semi-tight Design TD (OF) 56 12 Fireplaces 1 (Average) , Daily range - L Inside humidity (%) 43 50 Moisture difference(gr/lb) 39 48 HEATING EQUIPMENT COOLING EQUIPMENT Make York Make York Trade YORK Trade AIRSTAR, TFC, MERIDIAN Model TG9SO4OAO8MP11 Cond YCJD18S41S1 AHRI ref no2008578 Coil ASL*2412A26E++D AHRI ref no4311672 Efficiency 95.5AFUE Efficiency 11.0 EER, 13 SEER Heating input 40000 Btuh Sensible cooling 12040 Btuh Heating output 39000 Btuh,, Latent cooling 5160 Btuh Temperature rise 50 OF Total cooling 17200 Bfuh Actual air flow 712 cfm Actual air flow 573 cfm Air flow factor. 0.033 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure - 0 in H2O Static pressure 0 in,H2O Space thermostat Load sensible heat ratio 0.96 ROOM NAME Area Htg load Clg load Htg AVF `Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) second floor p -612 6298 3529. 208 182 (Rest of House) p -1380 15226 11433 504 589 (Unconditioned) p 1380 0 - 0. .0 0 Entire House d 3372 21524 11000 712 573 Other equip loads 0 0 Equip. @ 0.87 RSM 9570 Latent cooling -452 TOTALS 3372 21524 10022 712 573 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'1 htSOft 2012-May-2214:34:35 Q Right-Suite®Universal 2012 12.0.03 RSU019710 Page 1 ACCA Project 1.rup Calc=M J 8 Front Door faces: W Date:Short Form D -�- Wrightsoft® Date: May 21,2012 (Rest of House) By: R.J. Franey Mechanical Services, Inc. 56-A Nicolelta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:rjfraney@comcast.net Web:www.rjfraney.com License:2263 Project • • For: Jan Cook 20 Marsh Lane Hyannisport Design Information Htg Clg Infiltration Outside db (OF) 14 82 Method Simplified Inside db(OF) 70 70 Construction quality Semi-tight Design TD (OF) 56 12 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 46 48 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF 02) (Btuh) (Btuh) (cfm) (cfm) Room4 768 8872 7551 294 389 Rooms 612 6354 3882 210 200 (Rest of House) p 1380 15226 11433 504 589 Other equip loads 0 0 Equip. @ 0.87 RSM 9947 Latent cooling 291 TOTALS 1380 15226 10238 504 589 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-22 14:34:35 ti wrightsoft Right-Suites Universal 2012 12.0.03 RSU01970 Page 2 /ICCA Projectl.rup Calc=MJ8 Front Door faces: W Load Short Form -�° wrightsoft® ' '- • Date: May 21,2012 (Unconditioned) By: R.J. Franey Mechanical Services,Inc. 56-A Nicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668. Fax 508-539-8665 Email:rjfraney@comcast.net Web:www.rjfraney.com License:2263 Projecflnf6triiation For: Jan Cook 20 Marsh Lane Hyannisport D- • • • Htg Clg Infiltration Outside db (OF) 14 82 Method Simplified Inside db.(OF) 70 .70 Construction quality Semi-tight Design TD (OF) 56 12 Fireplaces _ 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/lb) 46 48 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency rVa Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh. Temperature rise 0 OF Total cooling 0 Btuh - Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) •(Btuh) (cfm) (cfm) Room1 612 0 . 0 0 0 Room2 768 0 0 0 0 I (Unconditioned) p 1380 0 . 0 0 0 Other equip loads 0 0 Equip. @ 0.87 RSM 0 Latent cooling - 0 TOTALS 1380 0 - 0 0 0 - Calculations approved by ACCA•to meet all requirements of Manual J 8th Ed: 2012-May-22 14:34:35 .z wrightsoft" Right-Suite®Universal 2012 12.0.03 RSU01970 Page 3 ACCK Projectl.rup Calc=MJB Front Door faces: W Load Short Form Job: 'Wrlght50ft Date: May 21,2012 second floor By: R.J. Franey Mechanical Services, Inc. 56-ANicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 50B-539-8665 Email:ofraney@comcast.net Web:www.rjfraney.com License:2263 Project • • For: Jan Cook 20 Marsh Lane Hyannisport Desidn, • • Htg Clg Infiltration Outside db (OF) 14 82 Method Simplified . Inside db(OF) 70 70 Construction quality Semi-tight Design TD (OF) 56 12 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/lb) 24 48 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Room6 612 6298 3529 208 182 second floor p 612 6298 3529 208 182 Other equip loads 0 0 Equip. @ 0.87 RSM 3070 Latent cooling 161 TOTALS 1 612 1 6298 3231 208 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-22 14:34:35 wrightsoft" Right-suites Universal 2012'12.0.03 RSU01970 Page 4 ACCA Projectl.rup Calc=MJ8 Front Door faces: W Project Summary Dat +wrightsoft® Date: May.21,2012 Entire House By: R.J. Franey Mechanical Services, Inc. 56-A Nicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax:508-539-8665 Email:r franey@comcast.net'Web:www.dfraney.com License:2263 Proiect Information For: Jan Cook 20 Marsh Lane Hyannisport Notes: Des ig h.lnformabon!�: Weather: . East Falmouth, Otis Angb, MA, US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 70 OF Design TD '56 OF Design TD 12 OF Daily range L Relative humidity 50 % Moisture difference 48 gr/lb . Heating Summary Sensible Cooling Equipment Load Sizing Structure 21524 Btuh Structure 11000 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0'Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21524 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 9570 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure x 452 Btuh Ducts 0 Btuh Heatingg Co 199g Central vent (0-cfm) 0 Btuh Area(ft2 1992, 2 Equipment latent load 452 Btuh Volume?ft') 5976 5976 Air changes/hour 0.46 0.14 Equipment total load 10022 Btuh Equiv.AVF (cfm) 46 14 Req. total capacity at 0.70 SHR 1.1 ton Heating. Equipment Summary . Cooling Equipment Summary Make York Make York " Trade YORK Trade AIRSTAR, TFC, MERIDIAN Model TG9SO4OAO8MP11 Cond YCJD18S41S1 AHRI ref nc2008578 Coil ASL*2412A26E++D AH R I ref no4311672 Efficiency 95.5AFUE Efficiency 11.0 EER, 13 SEER Heating input 40000 Btuh Sensible cooling 12040 Btuh Heating output 39000 Btuh Latent cooling 5160 Btuh Temperature rise 50 OF Total cooling 17200 Btuh Actual air flow 712 cfm Actual air flow 573 cfm Air flow factor 0.033 cfm/Btuh . Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WPI htSOft" 2012-May-2214:34:35 y 9 Right-SuRe®Universal 2012 12.0.03 RSU01970 Page 1 E ACCA Projectl.rup Calc=MJ8 Front Door faces: W f Job: - - wrightsoft' Project Summary Date: May 21,2012 (Rest of House) By: R.J. Franey Mechanical Services, Inc. 56-AN icoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:ryraney@comcast.net Web:www.rjfraney.com License:2263 Proiect Information For: Jan Cook 20 Marsh Lane Hyannisport Notes: DeSiOn Wdrmation: Weather: East Falmouth, Otis Angb, MA, US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 70 OF Design TD 56 OF Design TD 12 OF Daily range L Relative humidity 50 % Moisture difference 48 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15226 Btuh Structure 11433 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15226 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 9947 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Sernktlght Fireplaces 1 (Average) Structure 291 Btuh Ducts 0 Btuh Heating Coolingg Central vent (0 cfm) 0 Btuh Area(ftZ 1380 1380 Equipment latent load 291 Btuh Volume k 4140 4140 Air changes/hour 0.43 0.13 Equipment total load 10238 Btuh Equiv.AVF (cfm) 30 9 Req. total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WTI htsoft• 2012-May-2214:34:35 9 Right-Suite®Universal 2012 12.0.03 RSU01970 Page 2 ACCA Projectl.rup Calc=MJ8 Front Door faces: W Project Summary Job: ' wrightsoft® Date: May 21,2012 (Unconditioned) By: R.J. Franey Mechanical Services, Inc. 56-A Nicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:rjfraney@comcast.net Web:WWW.rjfraney.com License:2263 Pr • •rmation For: Jan Cook 20 Marsh Lane Hyannisport Notes: D- • • • Weather: East Falmouth, Otis Angb, MA, US Winter Design Conditions Summer Design Conditions ' Outside db `14 OF Outside db 82 OF Inside db 70 OF Inside db 70 OF Design TD 56 OF Design TD 12 OF Daily range L Relative humidity' 50 % Moisture difference 48 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure. 0 Btuh Structure 0 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 'Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 0 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight - Fireplaces 1 (Average) Structure 0 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area(ft2 0 0 Equipment latent load 0 .Btuh Volume�ft-) 0 0 Air changes/hour 0 0 Equipment total load 0 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling .0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor .0 cfm/Btuh Static pressure 0 in H2O Static pressure 0. in H2O Space thermostat i/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WTI htsoftp 2012-May-2214:34:35 9 Right-Suites Universal 2012 12.0.03 RSU01970 Page 3 ACCA Projectl.rup Calc=MJ8 Front Door faces: W ro ect Summary. Job: P wrightsoft� � Date: May 21,2012 second floor By: R.J. Franey Mechanical Services, Inc. 56-A Nicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:rjfraney@comcast.net Web:www.rj raney.com License:2263 Pr • • • For: Jan Cook 20 Marsh Lane Hyannisport Notes: D- • • • Weather: East Falmouth, Otis Angb, MA, US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 70 OF Design TD 56 OF Design TD 12 OF Daily.range L Relative humidity 50 % Moisture difference 48 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6298 Btuh Structure 3529 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6298 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 3070 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 161 Btuh Ducts 0 Btuh Heatingg Coolingg Central vent (0 cfm) 0 Btuh Area (ftZ 612 612 Equipment latent load 161 Btuh Volume k 1836 1836 Air changes/hour 0.53 0.16 Equipment total load 3231 Btuh Equiv.AVF (cfm) 16 5 Req. total capacity at 0.70 SHR 0.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make . n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-22 14:34:35 .� wrightsoft` Right-Suite®Universal 2012 12.0.03 RSU01970 Page 4 ACC % Projectl.rup Calc=MJ8 Front Door faces: W I N Basement Room2 3 Room1 r , c � , ' C i Job#: R.J. Franey Mechanical Services, Inc. Scale: 1':89 Performed for: Page 1 Jan Cook 56-A Nicoletta's Way Right-Suite®Universal 2012 20 Marsh Lane Hyannisport Mashpee,MA02649., 12.0.03 RSU01970 Phone: 508-539-8668 Fax:508-539-8665 2012-May-2214:34:50 www.rjfraney.com rjfraney@comcast.net Projectl.rup First Floor 99 o G'" 6 Room4 a liX I s G � oom5 7�1 Job #: R.J. Franey Mechanical Services, Inc. Scale: 1 : 89 Performed for: Page 2 Jan Cook 56-A Nicoletta's Way Right-Suite®Universal 2012 20 Marsh Lane Hyannisport Mashpee, MA02649 12.0.03 RSU01970 2012-May-22 14:34:50 Phone:508-539-8668 Fax:508-539-8665 Projectl.rup www.rjfraney.com rjfraney@comcast.net N . 3 kill second floor Room6 r Job#: Scale: 1 :89 Performed for: R.J. Franey'Mechanical Services, Inc. Page§ Jan Cook 56-A Nicoletta's Way Right-suite®Universal 2012 20 Marsh Lane Hyannisport Mashpee,MA02649 12.0.03 RSU-01970 Phone: 508-539-8668 Fax:508-539-8665 2012-May-2214:34:50 www.rjfranEiy.com rjfraney@comcast.net Projectl.rup Duct System Summary Job: • -�- wrightsoftw y � Date: May 21,2012 Entire House By: R.J. Franey Mechanical Services, Inc. 56-A Nicoletta's Way,Mashpee,MA 02649 Phone:508-539-8668 Fax 508-539-8665 Email:rjfraney@comcast.net Web:www.fjfraney.com License:2263 • • • For: Jan Cook 20 Marsh Lane Hyannisport Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/ return available pressure 0.00/0.00 in H2O 0.00/0.00 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 712 cfm 573 cfm - Total effective length (TEL) 0 ft Su • • i • Design Htg r Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Room4 C 3775 147 195 0 0 OXO ShMt 0 0 Room4-A c 3775 147 195 0 0 Ox0 ShMt 0 0 Room5 h 3882 210 200 0 0 Ox0 ShMt 0 0 Rooms h 35291 208 182 1 0 0 Ox0 ShMt 0 0 Return,Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 712 771 0 0 0 0 Ox 0 ShMt 2012-May-22 14:34:35 + - wrightSIDW Right-Sufte®Universal 2012 12.0.03 RSU01970 Page 1 )OM Project1.rup Calc=MJ8 Front Door faces: W Commonwealth of Massachusetts Sheet Metal Permit M:� Parcel Date: 5 a` 7i Permit OO l c� Z Estimated Job Cost: $ 9000. Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Applicant License# Z2-6o Business Information: Property Owner_/Job Location Information: Name: a%A . Name: Street: 6-A- A)\CD Street: .. RV- City/Town: �s� �L®i' City/Townr'`�A* &-tv- ' Telephone: t (C Telephone: O "2 1 p 0 ��3 P --+ a- Photo I.D. required/Copy.of Photo I.D. attached: YES NO Staff Initial' J-1 nrestricted license J-2/M-2-restricted to dwellm* s 3-stories or less and commercial up to 10,000 sq. ft. /2.stories o c..less Residential: 1-2 family Multi-family Condo/Townhouses Commercial: Office Retail Industrial Educational I -Fire Dept.Approval Institutional Other Squ v Footage: under 10,000 sq. ftY. zover 10,000 sq. ft. Number,of Stories:' Shea,.:metal work to be completed: New Work:2 Renovation: HVAC- Metal'Watershed Roofing. Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: eke INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes ❑ If you ha' -checked Y=,'indicate the type of coverage by checking the appropriate box below: A liability-insurance policy ❑', Other type of indemnity ❑ Bond- ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter.112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement.. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent. , 3y checking this bo ,/1hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO ' Progress Inspections Date Comments Final Inspection Date Comments Type of License: iy k Master _ 'itle Waster-Restricted j ay/Town ❑Journeyperson Signature of Licensee 'ermit# ❑Joumeyperson-Restricted License Number, 2 Z C 'ee$ ❑ Check at www.mass.gov/dnl ispector Signature of Permit Approval ty_ The Commonwealth of Massachusetts: Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 _ www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers .Pplicant Information Please Print LegibIR ly Name(Business/Organization/Individual): ,I Address: c::;16 City/State/Zip: Phone.#: '-5®SS SIR 46-6� Are.you an employer?Check the appropriate box: Type.of inject(require:; 1.[ I am a employer with .4• ❑ I am a general contractor and I have hired$ie sub=comcactors 6. New constructian . . employees(full and/or part-time). .. . + 2.❑ I am a'sole Proprietor or partner- listed on the'aitached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers'camp.insurance comp.isurance. required.] 5. FT We are a corporation and its 10.❑-Electrical repairs or additions '3.❑ I am a homeowner doing all work' officers have exercised their 11.❑Plumbing repairs or additions • myself [No wor]ers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and$hen hire outside contractors must submit anew 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 subcontractors have employees,1hey 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: 4.S k_-, e-v_ Policy#or Self ins.Lic.#k E irationDate: xp lob Site Address: Cry/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 staternadt may be forwarded to the Office,of Investi.zations of the DIA for insurance coverage verification I do hereby certify nder e s and penalties of perjury that the information provided ab a AisP a and correc4 S' tore: Date: Phone# � Official use only. .Do not write in this area, to be completed by city or.town officiaL.. City or Town: Permit/License# Issuing Authority(circle one): .1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Town of Barnstable • Regulatory Services swa,vernHr.�. yes Thomas F.Geiler,Director i639. � ` Building Division Tom Perry,Building.Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Si This s Sectio n If Using A.Builder as Owner of the subject ro �,` l P .PAY hereby authorize ` � e CLSU to act on mY b ehal{ in all matters relative to work authorized by this building pemsit µ t �(Ad=��f Job) i **Pool fences and alarms are the responsibility of the applicant- pools is are not to be filled-before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. /trA_ Signature of Owner Signature of A plicant Print Name Print Name' Date Q:FORMS:OWNERPERMsSIONPOOLS IME Town of Barnstable Regulatory Services r r seantsMLE, : Thomas F.Geller,Director tw�es. o 9. �.� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code y . 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. � ,I 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 constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. 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 Approval 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 dhgages a persons)for hire to do such work,'that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15)_This lack of awareness often results in serious problems,particularly. when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forr✓certification for use in your community. Q:forms:homeexempt Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 5/24/2012 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 NAME: Select Dept ext 66807 Eastern Insurance Group LLC-Main PHONE t 08- 51-770 FAX,cNo:508-653-8 89 233 West Central Street EMAIL Natick MA 01760 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Pee rleSS Indemnity Insurance 18333 INSURED 35716 INSURER B Peerless 4198 RJ Franey Mechanical Services, Inc. INSURERC: 56A Nicoletta's Way INSURER D: Mashpee MA 02649 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1539455871 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 ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A GENERAL LIABILITY CBP8768941 /22/2012 /22/2013 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100.000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $15,000 PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY 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 accident $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION C8629736 /22/2012 /22/2013 X WC STATU-R 'I O R AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA E.L.EACH ACCIDENT $1,000,000 D OFFICER/MEMBER EXCLUDE (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Regulatory Services/Attention:Thomas Geiler I 200 Main Street - AUTHORIZED REPRESENTATIVE ' Hyannis MA 02061 ©1988-2010 ACORD CORPORATION. All rights reserved., ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD .,.. .W,o U.OxVupVtl OiIIC tlV LL.(Pp L'm tl 11 II V.4tl tlVtlWCL CJWl90 tlVL OYI'�L tl cy . - SHEET RAL O S . .AS:A BUSINESS t ISSUES THE ABOVE LICENSE TO: p ROBERT 'J FRANEY :R ' J. FRANEY MECHANICAL S:ERVICE 56 A :NICOLETTAS WAY MASHPEE MA 02649-000.0 � . 62 09/20/12 970038 COMMONWEALTH GIF MASSACF�H]L9SE dU S D o o ••e ® oo ® o SKEET METAL WORKERS A5 A.MASTER-UNRESTRIO'TEI1 r-'.ISSUES THE ABOVE LICENSE TO: h"OBr- I Rf J FRANEY Al_PERBR0OK- LN W BARNSTABLE MA 026.68 2263 05/28/12 871862 I . . • =� t' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _r Parcel I Application ® 5 Health Division Date Issued vls�o Conservation DivisionApplication Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Stree Address '3 Village Eb&t @ _ Owner �4E-J Address �1i)6 3� 1 Telephone Permit Request i4 "�' �° c rCb • v� s i s 1%v r •Q- Square feet: 1 st floor: existing bproposed ;l 41nd floor: existing ID proposed Total new Zoning District 95 Flood Plain Groundwater Overlay Project Valuation ��®,�® Construction Type 4f� � Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W""_ Two Family ❑ Multi-Family (# units) Age of Existing Structure *— Historic House: ❑Yes Ao On Old King's Highway: ❑Yes ❑ No Basement Type: O Full ❑ Crawl dWalkout ❑ Other Basement Finished Area(sq.ft.) D. Basement Unfinished Area (sq.ft) A Number of Baths: Full: existing new " Half: existing new o, Number of Bedrooms: 10A0 _ existing new Total Room Count (not including baths): existing new + First Floor Room Count Heat Type and Fuel: &tas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes WNo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes dNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ n�gv sip o— Attached garage:,IOKexisting ❑ new siz hed: ❑ existing ❑ new size — Other: !�zy s; 1� C> Zoning Board of Appeals Authorization ❑ Appeal # ' Recorded ❑ e Commercial ❑Yes jw to If yes, site plan review# Current Used -°' Proposed Use I'� I' - ~- w,4 f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� RI Telephone Number J�®� �1�� ` 2 `�- • Address License # � ,f l Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 15+J E r-& I SIGNATURE DATE . FOR OFFICIAL USE ONLY •l. r APPLICATION# DATEISSUED MAP/PARCEL N0. " ADDRESS VILLAGE OWNER' r i Y } A DATE OF INSPECTION: FOUNDATION ' I A � S r FRAME iK chi _1 t INSULATION (killix FIREPLACE -' ELECTRICAL: ROUGH FINAL`S' PLUMBING: ROUGH FINAL F GAS: ROUGH FINAL FINAL BUILDING = 4` DATE CLOSED OUT ASSOCIATION PLAN NO. Town Of Barnstable Reg latory Ser�lce_s g` Thomas F. Geiler, Director b"rob ;' Building Division Thomas Perry, CBO, Building Commissioner 200 Main street,. Hyanms,lvfk 0260 r w-".town.barnsta ble.ma.us 'Officec 568-862-4038 Fax: 508-790-623C PLAN REVMW OWvner. <I ec3o(� Map/Pamal: Project Address Buildez- Jr- •+,: /r/''� Nv-t �!/Z E The follo-rving items were noted on reviewing: w �a .Pk-- nT!eC.-TO N. Reviewed by: �"-'� A The Commonwealth ofMassachusetts Department of industrial Accidents _ Office of Investigations T 600 Washington Street Boston, MA 62111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lebly Name (Business/Organization/IndMduaI): e e o i Address: c City/State/Zip: ov Phone#: �Qg G CSC Are you an employer. eck the appropriate bog: 1.� I Z� 4. I am a general contractor and I Type of project(required): i am a employer with ❑ employees(full and/or part-time).* have hired the sub-contractors 6•.F ' []NeW construction , 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. remodeling ship and have no employees These sub-contractors have g ❑Demolition working for me in any capacity, employees and have workers' [No workers co insurance Y comp.insurance.t 9. ❑Building addition comp. P required.] 5. ❑ We area corporation and its 10:❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11. Plumbing myself ' ❑ g repairs or additions ys [No workers comp. right of exemption per MGL insurance required] t C. 152, §1(4), and we have no 12:❑Roof repairs 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 newa'afidavit 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:_ &,Odl 0 fZh On � Policy#or Self-ins,Lic.#: to S G BV]3 99 6 8 L 66 - 3 l' Expiration Date: Job Site Address.C26 2 _ck J14J7e City/State/Zip: 6ZG . Attach a copy of the workers' compensation policy declaration page(showing the policy tier and expira1 6-tion date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification.'` I do hereby ce under the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: 3 —� - /Z Phone#:. a -- g F only. Do not write in this area to be completed by city or town official n: Permit/License# hority(circle on2e):Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY r TYPE AR INFORMATION PAGE WC 00 00 Ot { A) :POLICY NUMBER: (GS60UB-9903,L06 RENEWAL OF (GS60UB-9903L06 8 i )i INSURER: HARTFORD UNDERWRITERS INSURANCE COMPANY NCCI CO.CODE: 80411 t. PRODUCER: INSURED: JOSEPH FTNNEMORE BRYDEN & .SULLIVAN INS 485 RTE .' 134. HARNEY'S PLAZA; HOUSEWRIGHT LLC PO BOX 1497` 34 COCHESET PATH SOUTH DENNIS MA 02660' WEST YARMOUTH`MA 02673 Insured.IS.A LIMITED LIABILITY COMPANY Other work places and identification numbers are shown in the schedules) attached. The olic period is'from 01,-01,-1.2 to 01-0171 3 12:01. A 2 .M. at the insured mailing address policy. 3. A. WORKERS COMPENSATION INSURANCE. 'Part One of the policy applies to the,Workers Compensation Law of the state(s)listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each,state listed in item 3.A.-The limits of our liability under Part Two are: ' Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 5o000o Policy Limit Bodily Injury by Disease: ' 100000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here AGE.REPLACED ,BY ENDORSEMENT WC 20 03 OGAII . COVER . In D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE c o 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and'Rau�tc p o Plans. All required'information is subject to verification and..change by:audit to be made aNNUAL�Y ST ASSIGN. ..f . DATE OF ISSUE: 1,2-22-11 WC OFFICE: ORLANDO. DA HTFD 05G 759KG PRODUCER: BRYDEN & SULLIVAN INS 003985 Z I OZ "£Z tianjga j 'AiDpsinyl r ' !AH' A . A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 civet 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..............................................:............................................. ...........................110 mph WindExposure Category.........................................::..........:................ .........:::..............:...............I......................B 1.2 APPLICABILITY / Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)' Z stories 5 2 stories V RoofPitch ..............................................................................(Fig 2) ..............:.............................._i-- 512:12 MeanRoof Height ................................................. ...............(Fig 2)..................................................14 ft 5 33' ✓ Building Width,W..................................................................(Fig 3)................:::............-..............1$ ' 580, ✓ BuildingLength,L .................................................................(Fig 3)................................................... 1W ft 5 80' ✓ Buildin As ect Ratio L ...................................... 9 P ( /VV) ........... ............(Fig 4)................................................... .Z 5 3:1 Nominal Height of Tallest Opening2 ........:...............: (Fig 4)..................................................kj_5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)-..........-..,........:....::..................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...............................................-............ ................................................................., Concrete Masonry ........ .............................................................. ........ . b... ...... .......................................... ......... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an aftemative in concrete on Bolt Spacing-general ..........................................(Table 4)......................................... 1�0 in. Bolt Embedment-concrete ..........................................-(Fig 5) .... ............................... $ .. 5 i .12" Boft Spacing from end/joint of late ........................... (Fig 5)...................................................�in'z 7" Bolt Embedment-masonry......................................... (Fig 5).............................................. in.- 15" =15. PlateWasher.........................:.........................:............::(Fig 5)........:........................................z 3"x 3"x%' 3.1 FLOORS / Y.lG S M !!! Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... ✓ Maximum Floor Opening Dimension..................... . IZ ft 512' P 9 . .............(Fig 6).....................:.....................:.... ..._ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... 1� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)................ .:.....: ......_ft 5 d Maximum Cantilevered Supporting Loadbearing Walls or Shearwall....:............(Fig 8).......................................................—ft 5 d �!�► Floor Bracing at Endwalls......................................................(Fig 9)................ ......... .... ✓ Floor Sheathing Type ...........................................................(per 780 CMR Chapter 55)....... ... ..::......... Floor Sheathing Thickness ...................................................(per 780 CMR Chapter 55)........................ in. Floor Sheathing Fastening....................................................(Table 2)..:_d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls:.......: ......... .........(Fig 10 and Table 5)..... ................... ft 5 10, ✓ Non-Loadbearing walls..................................................(Fig 10 and Table 5).......................d.._ft 5 20' �/ Wall Stud Spacing .... ...........................(Fig 10 and Table 5) ..................1(0 in.5 24"a.c. Wall Story Offsets (Figs 7&8)...... ........................... ft 5 d 4.2 EXTERIOR WALLS' Wood Studs o / Loadbearing walls......... .................................(Table 5)........... .2x - g ft- in 1/ Non-Loadbearing walls ..............................................(Table 5)........... .................2x-4- b�ft. in. . Gable End Wall Bracing Full Height Endwall Studs......... ...............................(Fig 10). ......... ..:.:....: ......... .: :.......... ' WSP Attic Floor Length..................................................(Fig 11)............................................... . ft zW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).......................................LAO ft>_0.9W and.2 x 4 Continuous Lateral Brace @ 6 ft.o c. ..(Fig 11):. ........ . or 1 x 3 ceiling furring strips @ 16"spacing min-with 2 x 4 blocking @ 4 ft,spacing in end joist or truss bays Double Top Plate Splice Length .................................................... (Fig 13 and Table 6) 6 ft Splice Connection(no.of 16d common nails)... .........(Table 6)............ ........ .................... .........f� r AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMA 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails).................................(Tables 7).........................................................Z. ✓ Non-Loadbearing Wall Connections / Lateral(no.of 16d common nails)......::.........................(Table 8)........................................................... 2. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Tab 9) / Header Spans (Table 9).................................... ft in.5 11' / ......... ............ ................................... SillPlate Spans ....................:...............:......................(Table 9).......................::........... ft_in.:5 11' Full Height Studs (no.of studs).....................................(Table 9)........................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance tATable 9) ✓Header Spans...... .........................................................(Table 9).................................... ft_in.512' Sill Plate Spans...:..........................................................(Table 9).........................:.......... ft_in.512" Y Full Height Studs(no.of studs).....................................(Table 9)...................................:....................:.. 2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneouslya Minimum Building Dimension,W •b / Nominal Height of Tallest Opening2 .. �An. '8" �/ SheathingType ., note 4 I Edge Nail Spacing................................ ..:......(Table 10 or note 4 if less)......... ............ Field Nail Spacing p g............................................(Table 10)....................................................7Z in, Shear Connection(no.of 16d common nails)(Table 10).................................................... Percent Full-Height Sheathing........................(Table 10)........................:.............................:LIP % ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................:... Maximum Building Dimension, L Nominal Height of Tallest Opernng2 ..�p�5 8" ��... Sheathing Type (note 4). 1 j. . Edge Nail Spacing...... .... .... ... (Table 11 or note 4 if less) .... ........A�_in. Field Nail Spacing............................................(Table 11)................:...................................L9—in. ii Shear Connection(no.of 16d common nails)(Table 11).............:::........................................... Percent Full-Height Sheathing........................(Table 11)..................................................._: % " 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...................... i Wall Cladding ` Rated for Wind Speed?................................................:................ .................. 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) I✓ Roof Overhang .........................................................(Figure 19) ............... ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors / Uplift..:...............................................(Table 12)...............................................U=1026`7L'pIf Lateral..................................:......:.....(Table 12).....................................:.........L=f pf Shear.................................................(Table 12)...............................................S= pff Ridge Strap Connections,if collar ties not used per page 21... (Table 13).................................T= ptf Gable Rake Outlooker...........................................(Figure 20) .............. ft 5 smaller of 2'or U2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ' Uplift..................................................(Table 14)...............................................U= lb. V Lateral(no.of 16d common nails)...(Table 14)........................................L= lb. Roof SheathingF p `............Ype:.....................................................(per 780 CMR Cha ters 58X5.)Roof Sheathing Thickness...:....:........:.....................................:.......:........................... n.z 7/16" P ✓ Roof Sheathing Fastening.............................................(Table 2)..................... J /6'OX . . ... .. .. ............. .. Notes: _ 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: ` a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs.. ^ ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to.the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made tp band joist and lower attachment made.to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment --WHEN THIS EDGE RESTS ON FRAMING LW NAILS ATfibc. 11 11 Y 1-1 - it 11 11 1 - ' 11 II 11 11 Ir ' II 11 11 1 1 11 IL G 11 II I N - • • .. 11 Y 11 Ii � 1 - ' Il O 11 it Q 1 - r F /i Ir a O 1Ed li 'Ij led IL 1 Z ^ m n 61 IJ 11 11 n I t ll1 - II ii 11 Frg 1 _ - ' I! 11 Ir 11i 1 - 11 •¢ 11 II W - la f • 1 W,, n r1 11 0 USLE>EUGE -------- NAILSPACMG 1 t 1 PANEL d v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' a 1 ' 2U 1 1 1 Qp I • i i CJQ I 1 ! a 1 I ' FRAMING MEMBERS � �I I; p i EDGE 90ERMEMAT£ "�1 e 1 - Z 1 N S"MiN. i STAGGERED NAIL PATTERN � PANEL PAW-EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment f �I i,tiI hus tis.. menunt PuJihi safit� Roardot BuiFdin°� R �jul ituin� ind:�tind:.i�tfs Gonstr.uction Supervisor License License: CS 55665 ` o Restricted to:;_ 00 d d JOSEPH R `FINNEMORE w y 34 COCHESET.PATH ' " W YARMOU.TH MA 02673*� c �""�"'� Expiration 5/12/2012 Tr# 25278 � .� � Cbwn. N Office bfohsi�"`SC� '�s Pa HOME IMPROVEMENT CONTRACTOR . t c. °�'' p, y Re tstration 100222 Type. 1. .p `� Expiration 6/12/2012 Individual`: - J H R:FINNEMORE — Joseph Finnemore.� 34_Cochesef Path rv� W Yarmouth;MA 02 73 Undersecretary - -• a ._' , Town of Barnstabk • Regulatory Services` Thomas F.Ceder,D1reMr wilding Division Tom Perry,BaQding Gbmmi njoner 200 Main S&w;Hyannis,MA 02601 wwwACWMbarestabie.ma.us Office. 509-8624038 Fax: 509-790-6230 Property Owner Must Complete and Sign This Section If 1Ong A Builder1-7 } as Owna of tiie subject P=Perty ' hereby authorize - to act an my behalf, in an M2ttess z&EvIe to work authobzed by dais building p=13iL (Address of Job) **Pool fences and alarmsare the responsibili of the applicant Po are not to be Stlled before fence is installed and pools are ols p not to be _ utilized until aU final inspections are performed and accepted. *Of Owner bq;=tute of Applicant Punt Name Punt Nsme Date QY0RMS:0WNERPERA,=row00LS �-d f ) T'd 2b2T06L80ST:0i :WONJ U20 80 2T02 9-NUW ®Boise cascade Triple 1-3/4" x 9-1/2".VERSA-LAM®2.0 3100 SP Floor Seam\F1301 BC CALL®3.0 Design Report-US 1 span I-No cantilevers 1 0/12 slope Tuesday, March 06, 2012 Build 517 File Name: J Finnemore_Marsh Ln Job Name: Description: FB01 Address: 21 Marsh Lane Specifier: Joe Madera City,State,Zip:Hyannis, MA Designer: f Customer: Joe Finnemore Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: ° .i';. ,gym v a€e.++•': HI '� "hb,`r a ,. ,� °;r, i' ' w ; .,,,...„ €.•:. z, `.:.. 13-06-00 - B0,3-1/2" B1,3-1/2"' LL 3,240 lbs ILL.3,240 lbs DL 905 lbs DL 905 lbs Total Horizontal Product Length=13-06-00 Live - Dead Snow Wind Roof Live Trib. Load Summary Tag Description- Load Type. Ref. Start End . 100% 90% 115% - .133% 125% ' 1 Standard Load Unf.Area(psf) L 00-00-00 13-06-00 40 10 12-00-00 Controls Summary Value %Allowable :Duration Case Span Disclosure Pos: Moment 13,055 ft-lbs 62.4% 100% 1 1 -Internal Completeness and accuracy of input must End Shear . '- 3,480 lbs 36.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U294(0.533") - 81.7% - 1 1-• output as evidence of suitability for 0.416" '95.8% particular application.Output here based Live Load Defl. U376( ) 1 1 on building code-accepted design Max Defl. 0.533 53.3% 1 1 properties and analysis methods. Span/Depth 16.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guideor ask questions,please call BO Post 3-1/2"x 3-1/2" 4,1.45 lbs n/a 45.1% Unspecified. (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 4,145 Ibs ` n/a 45.1% Unspecified' BC CALCO,BC FRAMER®,AJSTM' ALUOISTO,BC RIM BOARD-;BCI®, Cautions $OISE GLULAMTm,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAMB,VERSA-RIM Member is not fully supported at post B1. A connector is required,at this bearing. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade Wood Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. " Design meets arbitrary(11 Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) 1 ` Page 1 of 2 ,x ®Boise Cascade Tripled-3/4".x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\F1301 BC CALCO 3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope. Tuesday, March 06, 2012 Build 517 File Name: J Finnemore Marsh Ln Job Name: Description: FB01 Address: 21 Marsh Lane Specifier: Joe Madera City,State,Zip:Hyannis,MA t Designer: Customer: Joe Finnemore Company: Shepley Wood Products, Inc. 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 particular application.Output here based 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 e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=`5-1/2" (800)232-0788 before installation. b minimum==4 d='24" "e minimum=1" BC CALCO,BC FRAMER@,AJS- ALLJOIST®,BC RIM BOARDTM' BCI®, Ail TrussLm screws may 4iir`istalted-from one side of multiple ply VERSA-LAM beams. BOISE GLULAM- SIMPLE FRAMING ` All Tru§s61L61i screws may be;ifttaiied_from one side of multiply Versa-Lam beams. sYSTEM®,VERSA-LANI®,VERSA RIM PLUS®,VERSA-RIM®, Member h'as n0 side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL005 a 'y trademarks of Boise Cascade Wood Products L.L.C. Page 2of2 - Assessor's map and lot number :... _ �` C77' Sewage' Permit number .......................................................... ��FTHETD�y TOWN OF BARNSTABLE Z HARNSTABLE. i "639 A'' BUILDING INSPECTOR 'e0 MPy r APPLICATION FOR PERMIT TO ..... �.., r��# �� .�� At r,�n................................. ' TYPE OF CONSTRUCTION ............ .............. ........... f TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 1V�wr� , Fk.nA�•.�ti n ...............................1 (�hiA`................................ .... .... .. ....... ProposedUse ......r/......... .........v..............t.................................................................. `..... Zoning District ............Z. .............................................Fire District ::.... .:ln ............................................... Name of Owner ..� ....'":.^"� a: .:. ..' A Address ..................... � S.1G .... Name of Builder � , „ "nrr� T � � Address #�i pit'-) .... 4� �� U .... ...,.....`........ .......... ........ ,........... Nameof Architect ..................................................................Address ................�.........................................................,............ Number of Rooms �.........................................Foundation .... ....... .. � ►.� Lam . tExterior .......................... -,le�`n. n.I .. ..................................Roofing ........7- ... Floors +!R..h� Interior ...... ;r.r.. ... a� ra� .!"r^:.,........................ ............................................................. q tt �� -- Heating S �+.r.. Ln�� A.....;.."_-:, ....Plumbing ....:..� nW �.... ................................................. .............._ �� Fireplace ......•1)4 .'A �: A,��.,..................................................Approximate Cost ................... q. � ................................ Definitive Plan Approved by Planning Board ________________________________19-------- . Area ......... ............................. Diagram of Lot and Building with Dimensions Fee l .� I SUBJECT TO APPROVAL OF BOARD OF HEALTH �} i 4- Of. 7j a �S� t X J s � • N 1a-r-+ r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... �� ................................................... Cook, Barbara A=324-1f6� r 19905 one--itory No Permit for single family dwelling - ............................................................................... jMarsh Lane LocationdLv........... ........................................... Hyannis ............................................................................... Owner Barbara Cook .................................................................. frame Type of Construction .......................................... ..................................................... ... . ?-------- 12 & 14 Plot ........................ Lot ....... ................... January 18 78 Permit Granted ........................................19 Date of Inspection ....................................19 Date Completed ......................................19 IT FU ................ ......... 19 ... /t-�F-T ......................................... ... ....................................:;��................. ..... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... - 77 Assessor's map and lot•number E.j -�� SEPTIC SYSTEM MUST B •1 �� 7�11 , INSTALLED IN COMPL1AiV�� Sewageft Permit number ........................ u CLE II STATE _ 4... _ WITH.A€t r� - - � SRNITRR`( CODE AND TOWS • ., Of?NETS TOWN OF BARN;SIA�BLE Z SAiNSTADLE, 6 9 4" 39, 0 . BU LDIHG : INSPECTOR i �� u� Ark r 3 • �t � e•, ,t APPLICATION FOR.PERMIT 'TO_ .#...... .......................... TYPE OF CONSTRUCTION ..........j . . lY'1�......................................... ... ............................ ........ d ..Jt� �'�"1. ................19........ TO THE INSPECTOR-OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: l {Location .................4M. 4 ).m.. .......� A 4"... mt..................�. ................... ....+.�'.F... . . ..... . . . . .. .�.............. ProposedUse ...... Q .a .-..............:...................................................................................................................... Zoning District ..... ..............................................Fire District ..... .................................................. 11` .Address 1 Name of Owner- . -.:� 1�: -.t..�'�ll';�tAR�....�AO� ......................�Q,��S�.:�Ct.D.'K'c.,,.....4!L'Y,yOt��.1S.... Name of Builder . ... .............Address ..... .t.... .��... 4V' . ,,.. .. lJ ` Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................... '.........................................Foundation ........14�j,Q�L� ..�.6t1'U�-:. 6... :. Exterior ........�.C.1 ,...... t...�Qs. ................................. Roofing ........�T(� ................... Floors \�1'Et�Pt .r.........:............................................lnterior ..... )% A. ;........................ 4T 9 U Heating ....T�-�� g 1 'Fireplace ....... .. p�. . . .................:.............................Approximate Cost .....................F,L�.3.Q9f.............................. Definitive Plan Approved by Planning Board ________________________________19--------. Area Diagram of Lot and Building with Dimensions Feec SUBJECT TO APPROVAL OF BOARD OF HEALTH t i� N I hereby -agree to conform to all the Rules and Regulations of the Town of Barnst ble regarding the above construction. Name ..... e..... .............. Cook, Barbara 'r19905 one story No l.............. Permit for..................................... .................................... "I single family dwelling ........................................................................ Marsh Lane Locatiorf .10,11W. - ......................... ........................................... Owner, Barbara Cook.....:..... Type of Construction ........frame....................... ........... .................................................................... Plot ............................ Lot ...lZk.&.......14 .. .............. Permit Grant January 18-- 9 78 .....Granted .... Date of Inspection -71 Date Completed .... 64.... ...... r PERMIT REFUSED ............................................................ .... 19 ..........................:..................................................... ............................................. ................................... .......................................................... ..................... 5i ............................................................................. Approved ................................................ 19 ............................................................................... ............................................................................... ..Lam. FoJH G 4-1 ol y ,vim WIMAM 1 C. yl U., yt 4r IA • L OCAATI O" - 14Y& .�Nts, ►ate . ' 3U' MATE CS1• l �73 GC�LZTit;�( `r"AT T;(4,c-- 1:-CsUU©AcT ow Staotiv►J pl.;: ,t.l R�F'EtZEtJGE 4-��.QE�E•.t G�aMPI_�!S .. �r�/tTN THE StD'�.t,.t�E+ At.tt� SETI3ACV- VC-[4UljzemE►.1TS OP T"e L oTK.) PAIM � '� '� G f� 13Q.XTGR, uYt~ t-..3G_ t�cGts t z`� LAtjo 5uzva Yo" ` TNIS �7�-,AF-1 IS �-loT 8�►SE� �-+�-� A�J oSTEQ�/lLl-C. o A,CASS. IW�UMENT �,utzv��f �TNt= oF�S�_�S St��oa�t.� APPt_t GA.t�.lT' �2 � tJGT E3L U S�c> To D e:r u v- 'w & �.oT l_t i�t`S �LL a, URZAf?A. Jr. Foundation Certification in 'HZannis, : MA . Prepared For: Jan R. Cook Assessor's Map: 324 Parcel: 122 Baxter Nye. Engineering & Surveying Community. Panel Number 250001 0006 D Registered Professional F.I.R.M. Map Zones: B & A9 (EL 11) Engineers and Land Surveyors Plan Reference: Lot 12 .0 LCPI 17595 1 & Lot 62 ® LCPI 17595 P 78 North Street, 3rd Floor ' - Certificate of Title: 147279 Hyannis, MA 02601Phone -. (508) 771-7502 Fax - (508)-771-7622 Owners: Jan R. Cook Job Number: 2011-066-AB Scale : 1 20' Date 04-12-2012 DEP File No. SE -3 . 4990 I't Ii 1 MAP 324 PARCEL 122 Al—s !I t 1 14,703 SQ. FT. f 0.34 ACRES f O 1 UPLAND" AREA = 1 1 10,241 S.F.f AL 1 I CL 1 U-) LO �0 II 1 MAP 324 PARCEL 020 rnrn �o o N/F 0 II II RUTH A. NORRIS U U 29 1 1 AL 1' CB/DH FOUND WF A15 I AL O O STATE DEFINED AL ' J _j COASTAL BANKIk I 1 MAP 324 PARCEL 106 �'h`L I I N N/F h AL o P BRIAR W. & SHIRLEY A. 1 WF Al-4 1 III 9 n y COOK �•y6 EXISTING HAY 1 I= N n �6 BALES & SILT ,u� I t r FENCE AL1 I N v o 1 I LOCATION DATE: 1 11 w Z APRIL 11, 2012AIL I o Al 1 II m CB/DH FOUND WF A1-3 ,L 11 1 q tio . lop �s 1 ryL �-0 FOUNDATION A, O ` s� do 1 = CB DH FOUND LOCATION DATE: \ `F`y APRIL 11, 2012 ` 00 0 A 1 �� p 0 \. -WF A1-2 1 ALLLJ AL I 1 APO •?�, ` WF Al-1 I all ZpN• of 1 a ER ZONE 1�4.30 a W � I � 1 OF 7?p5 52 01 00Cl) I 1 STATE DEFINED 0 1 O COASTAL BANK N N 1 N CB/DH FOUND \ MAP 324 PARCEL 013 Z 7- (� "2, I I N m ,�o N/F r^ y 1 1 N 0\0 LYDIA J. DAMS, ET AL N to L.f —o $ 0 2 a � II III 1 3 m v 0, 1 CB/DH FOUND 0 r. Q 40' � I �o a 1 o I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE NEW FOUNDATION SHOWN HEREON IS IN z COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK CD w REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS WITHIN A SPECIAL �'� FLOOD HAZARD AREA B. R. > THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. S 29874 0 � E o a4 - t2- Z. , i o REGISTERED PROFESSIONAL LAN6 SURVEY O N BAXTER NYE ENGINEERING & SURVEYING DATE N q - 2-k2 0 N O BAXTER NYE ! 1 ENGINEERING & "' D.E.P. File # s�- 3- �/��t o > SURVEYING z w- Order of Conditions Expires: Oak Nect l:eme'my `J11 m CONSERVATION NOTES: �' � Registered Professional Engineers P41� oak and Land Surveyors 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WITH REQUIRED ' PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. RdE004 78 North Street - 3rd Floor CONSIST OF HAl'BALES AND SILT FENCING N Hyannis, Massachusetts 02601 2. LIMIT OF WORK SHALL CONS TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLEnON OF PROJECT. 1 -- ee as Go�St Ma�aam • Phone - (508) 771-7502 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO THE CONSERVATION COMMISSION. m' / st C C«� Fax - (508) 771-7622 � www.boxter-nye.com 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. R 5. A MITIGATION PLANTING PLAN SHALL BE PREPARED IN CONSULTATION / RRR - a_ STAMP STAMP WITH CONSERVATION COMMISSION STAFF. to to I -MN rn a) a of r / ��s� s���,� �O ^ HEN y,r k 2 lf) In 11Y, '� 5 L.om Map Scale: 1" = 20W ) AL a: FL In.J9216 J J 9�9`G S T EFi Fj. F,1 MAP 324 PARCEL 020 F ,k�• 1� N/F 2 2 SSrCNAL tiN� RUTH A. NORRIS -" AL (D 9.5 O ~O CONSULTANT STATE DEFINED 1k'p ' PREP J -J'4' COASTAL BANK % � � GENERAL NOTES R\�`OFFS i 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED WORK AT LOCUS • `- t t. _, AL " " 2.) LOCUS AREA IS COMPRISED Of AL " - � CONSULTANT `~ 1 ASSESSOR'S MAP 324 PARCEL. 122 90 LOT 12 - LAND COURT PLAN 17595 1 ti,k�•�. r, r. WF Al-5 LOT 62 - LAND COURT PLM! 17595 P i CB/bH FOUND , _ / CERTiFiCJIIE OF TITLE 14T.T9 OWNER' MS. JAN FL COOK 208 JOHN JOSEPH ROAD PREPARED FOR : R i AL HARW�CGH, AK. 02645 . 12 8 OP �' 3.) PRO►IECT 90041A LK: I t N L SI (NOf G MAR)SH LANE Ms. Jan R. Cook 2.7 BE XW4RI( ESTABLISHED BY LETCA RX 1250 TC GPS •k1' . _ CONVERTED TO NGw29 USING ooRPs�P16 ,,RE 208 John Joseph Road �, Harwich, MA., 02645 ' , 0 4•) ZONING NFORWWN ZONNG DISTRICT . RB (ftWdw") Q 1 I WF A1-4 n 4'�, 4-P s CURRENTMUM W ZOPANf' •` • • • • • , • 1 PVC PIPE; MN. LOT AREA - 43,560 S.F. MAP 324 PARCEL 105 • , . • • ' •. •.• INV. = 9.9 • • • AIN. LOT FRONTAGE - 20' N/F ' • ` BRIAR W. & SHIRLEY A. • ALAM. LOT WIDTH = 100' PROP ••' FRONT YARD - 20' SEE & REAR YARD = 10' / 10' • 9.0 COOK KT�G x i•2.6 •• ITH STEPS TO AIL \ (MADE ,,6, OVERLAY DISTRICTS: AP 1 '.O • • ��' \ 'STONE-------- 5.) A TIRE MARCH WAS NOT BEIR POWMED FOR THIS SIZE F DEIERWO 1 i 3.8 ••°y '� _ 4" PVC PIPE4, 51' RE`TAINING T `^ TO BE NECESSARY, A TITLE SEIRCN SHALL BE POVOR1ED BY OTHERS ;NV. 14.6 1a ,7 4$ALLS A °: 6•) THE PROPERTY LIVE INI MMTDN SHOWN S BASED ON a RENT AMICABLE REC011D \ '• AL NFMWTION CONSMW OF FANS AND DEEDS. ••' ',: �s `� Qc t1�% THE DOW FEA'RXIES SFM HEREON HERE OBTAW FROM AN ON TIC GROUND FIELD 6.7 SURVEY PERFORMED BY BUM? NYE ENGIEEIlM & SLW*TNG ON NOVEIIIERR 29, 2011. 7. . • `' i o •' �' OFFSETS AND MA DNG DIMIONS FROM TRIM BOARDS AND SOW x 15.0 �F / •• 9.L 0. 7. COAIAN1Nl11Y PMIEI. PNAIER 250001 0006D . MAP 324 PARCEL 122 ; �� �� R ��-3 ) 1 AL LOT 12 - LCPI 17595 1 BE MAP 324 PARCEL 015 ♦ �1• p CB/DH FOUND LOT 62 - LCPI 1 7595 P �'�~ / 8'l RETAINING N/F THE FLOOD f1;SURIINCE RATE MYIP OEFHNES TM AREA AS ?OFFS B a A9 (EL10� 1xr 5.4 p t 'S ✓ �.', JEAN F. DAMS-GAVIN O- BELOW DECK 0 8 14,703 SO. FT. t / 5�, ) DIVIROMMM 00 1, 0.34 ACRES f ��� ENSTNG C NEEY <`L� � �in�`, • Jd,, = TO BE REMOVED ��2a�'��, •SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRMCAL ENVIRONIMOVTAL CONCERN). 7� \ UPLAND AREA = �� OVA <°��c • SITE 6NOT BIRN AN AREA OF ESIfAM1ED HABRAT Of RARE IILDLFE PER O 10,2 41 S.F.t / 1 PIHESP MAP OCIDBER 1, 2010 �'SIYAIED NNBITATS OF RITE WI.DLFE• C °� ` 0�_ DITCH IS FOUR-FEET WIDE PER BAXTER do FOR USE WH THE WATIONRS (310 AMt 10).' � N Olt'' 2 �- •� NYE. INC. FIELD NOTEBOOK 16. •SITE DOES NOT CONTAN A COIFED VERNAL FOOL PER ME'SP AMP OCIOBER 1, 2010 W .j*Mir O _�, � S 7 pA - --- t 1. PROJECT FOR NALIJAM COOK FIELD LOCATION � VERNAL "S � -__ CB/bH FOUND �� "'� SEWER r'O ° �0``�,8 DATE: 09-27-1977 •SITE LS NOT WIM A PRIORITY HABITAT PER IrfE'SP MAP OCTOBER 1. 2010 'PRIORITY S 85'10 10 - ^" o - WIBITATS OF RARE SPECES•FOR SPECIES INDER THE ENAANGQLED N E mow% CLEANOUT ••\ o� 13.0 A LW • SPLxES ALT, REStRATIONS (321 CM"Q0 0 Cc JIL a,w-__ON ,� p1 i � ; �% x •SITE IS NOT WIM A STALE AIPROVED ZONE I GROUND MAZER RECHARGE PROTECTpN1 W C -'�` 1P/LP 524/V2 ` L� /• '�- 13.3 � AREJI C Al-2 0►��.�• O 41 j, 18PUSH q�. 219q P•'N�; �l •SITE LS NOT WOW A ZONE OT CI=R UTON fi A SALTMI= EMIARY (BIRNSTABLE B.O.H. a O �+ - - - \ `ti 5 R��R L N REG. 380-45� N _ G 5 '1 2. jER� !R'� -- - ---- •- r� 4 ��• , t d1'� p,R�P s' FSE� F • NIERM DBJGTM 19Y LCRI MaDOPIN.D. M.S., PXS. OF 6AM N* ENGIN MM & 5 gad 1 vRii SURVEYNrG N N04EAIBER 29, 2011. s ` OF r• ST ? �` x 1 4 BRICK TEPSI & 5.. ] t z jOq��`� T �,�• 5 WAL WAY', .�; O 9.) UTILITY N DRMA M SHHOIMN HH a. -- - °ti i •THE OQIIRACTOR 9H1Y1 OONTACT DIG SAFE AT 1-aDD-01� AND c c \ \ / \'. 20 15.3 ( SAFE) UTILITY COWANES TD LOCATE U c s \ 1P // \ F�, VIA Al-1 ALL EXH M UWXT AT LEAST 72 HIM PRIOR TO THE START OF CONSTRIIXI . THE LOCATION OF CO L; URJ ES, CONDUITS APO LIVES ARE SI MN N AN APPROXBATE W \ `� 1 MAY ONLY ANY NOT BE LACE) TO THOSE SHOMM HEREN AND HAVE BEEN RMWCHED BASED ON THE 0 \\ � \ ,, �Qj X i 5.6 \ �` : _ 0g',�, ,,� 9� 4 E)OSTNG LADERCIOIA�D IHFRASTRIJf"R1R c \ �' AVHIABLE UMff RECORDS NWED HEREON. THE CONTRACTOR AGREES TO BE FULLY RE'SPONSI9.E FOR NVI ' PyANY AND ALL DAA M *W H YAIT BE OMIISIONED Br THE CONIRAC`Mn FMM TO LOCATE SADw � %�/ y s i C // ���,� /l 1 100 13V �,,gVFFER 12.5 p�^id $1 PFRIIIIISTRICYtHE AND UTIITES EXACTLY. F FIELD CONDITIONS OFFERS FROM PLAN NF'ORAATION, THE W w \� c 60 , C'% A t • �/ \\ // �p 2`� ; i 13 66 C +r� '� ' CONTRACIi7R SHWl NOTFY TF[ ENIGIED! YEDATELY fOR P E REDIEM F \ 0, 91_ / p / �� �jQ{ x8.3 Q -------- a� �'O �j _ 14.9 \ \ / / // 1 .30 M W N , • DCRS'M SEWER MAN AND CONNECnCIN PER TOWN OF BARNSTABLE DPW CERTIFICATE OF � � F� \ -, �.0 / 15.5 p5 52 x 10.7 COMPLWVCE (PERMIT/ 3370). DATED 7/9/90. } / 77' 1rn ' m T \ / STATE DEFINED • MON MAZER AVM AND SOW SI MN ON DIS PUW FROM WYANM1S IMTER SYSTEM x 14.6 x 13.9 COASTAL BANK ^ m 11 O SIfETCH �3253 (No OAIE) RECEIVED rM FAX ON 11/23/2011. z MAP 324 PARCEL 013 �^ . OVERHEAD ELECTRIC LIVE FROM UTILITY POLE 24 2 TD SERVICE BOX AT LOCUS WAS FIELD % x 14.7 N/F01 ' LOCATED BY THIS OFFICE REMA " SECONDARY/OVERHEAD HARES ON PLAN PER NSTAR SKETCH SHEET TITLE LYDIA J. DAMS, ET AL oo. \ \ \ \ / CB/DH FOUND .� ' PROVIDED VN EA/M DAZED NOVEAEER 29, 2011. --N �� _ Wetlands Permit Plan 4.s OOy ` `St\ ? \ \� N \\ \ ` ,,-''R Pt 9tn ' • (PER EMAM. RECEHVED ON i W07ES THAT 1HE]E ARE NO RECORDS IDEJITNG OOPd1R N IARSFH LADE ■ ■ O 'eo `� \� • ° \ \ EDGE of wP� ,. N roposed Addition oR�� N c' BENCHMARK M A G SET \ ' GAS LN6 NO SOW CTbN PER UNQATED NATIONAL GRID SC}EIM11G EL = 14.82' \ \ .� SHEET NO O \ NGV029 \ 11 T � 1 �� FOUND 1 DATE : 01 25 2012 10 0 10 20 SCALE IN FEET SCALE : 1"= 10' DRAWN/DESIGN BY: MTM CHECKED BY: MWE JOB NO: 2011-066 C A D D FILE: 2011-066%PP.dWCg