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0074 HAWES AVENUE
f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a Parcel"' 'Application # ��`=> Health Division Date Issued Conservation Division ,_:Application Fee Planning:Dept: Permit Fee Date Definitive Plan Approved by Planning Board � --- Historic - 0KH Preservation / Hyannis Project Street Address -7 4 R'"V) Ayt' Village Owner �IF1 NYZ �iSOl._\ .Address C(�►P PR 1 T*)6, Telephone Permit Request ` rows y-c.,r A ZZ�X 20"�Ayp t o d3 O ?�Hv-PtyA-(L Square feet: 1 st floor: existingV*roposed nd floor:.existing proposed Total new 44Q Zoning District Flood Plain Groundwater Overlay Project Valuation (o14,00%o Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Q Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) k11V _, Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new �6d Half: existing N new Number of Bedrooms: ? existing _new Total Room Count (not including �baths): existing new First Floor Room Count Heat Type and Fuel: ❑ GG Y Oil ❑ Electric ❑ Other Central Air: ❑Yes 7 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Flo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ ex sting Ql;new; size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: d, Co Ln Zoning Board of AppealVNo orization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# Current Use 9n, Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r�t'�D"� F OQ Telephone Number(5'0 � Address A0 'A"f l t("y-A License # C i.f c , 7 VLAk D 16' Home Improvement Contractor# g Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE - DATE ®. 9 1 1 1 FOR OFFICIAL USE ONLY a - APPLICATION# DATE ISSUED MAP/PARCEL N0. t _ J 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION '• '7-��c� oK f'R.._ 7-® J; ofC FRAME 7-��� 1 if PfZ-, �7 �'-a9 0r— INSULATION Xf- -e X- Pfz- _ S-`�7-a 9 afc FIREPLACE ELECTRICAL: ROUGH _ FINAL PLUMBING: ROUGH FINAL GAS: ROUGH • FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. S f %-The Commonwealth of Massachusetts .Department of Industrial Accidents r Office of Investigations- 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation �Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information O Oyy��� roo-u Please Print LedblY Name(Business/Organization/Individual): kOO DQQN,Vjt &1N)-0 Cr\L2'^-' Address: 10 'IkT�*C—PJ '. 3 City/State/Zip: ��� '�� N0 Phone.#: Are yo employer? Check the appropriate box: Type of project(required): 1. I am a employer with .3 4. I am a general contractor and I employees (full and/or part-tim.e). * have hired the sub-contractors 6. ❑New construction ..2.0 I am a sole proprietor or'partfter- listed on the'attached sheet. T. Q Remodeling ship and have no employees These sub-contractors have 8. 'E]Demolition working for me in any capacity. employees and have workers' 9 [0 9>� g addition [No workers'•comp.•insurauce comp. insurance.t 5. We are a corporation and its '10. l�trical repairs or additions required.] ,L-'�1/ ' 3.❑ I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions _ myself. [No workers' comp. right of exemption per MGL 12.0 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 fin 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. lContraetors 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. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: A-t — Policy#or Self-ins.Lic.M %�©�-1010 Lv L � j�r� y f Expiration Date: 2V 1 � Job Site Address:-1 AAJ City/State/Zip: RYAN i` -f- 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 tip 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 WA for insurance coverage verification - Ido hereby certify under the pains andpenalties ofperjuty that the information provided above is true and correct Si attire: 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. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: � r Information and Insttuctions 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'thefein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in.the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants - 1 Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),-addresses)and.phone number(s) along with their certificates)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or rovided to the town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be p applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit crust 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 bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations. 600 Washington Street Boston, MA 02111 TO. #617-727-490.0 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 11-22-06 www.mass.gov/dia I l� i '7 Board of Building Regulations and Standards. License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration 139811 One Ashburton Place Rm 1301 Expiration 8/25/2009 Tr#;:259616 i Boston,Ma.02108 Type P;croate Corporation MOUDOURIS CONSTRUCTION"hc GEORGE MOUDO�URIS' '} i 12 ATHENS WAY �r W.YARMOUTH, MA 02673- Administrator N " valid without signature , - oard of Building Regulations and Standards 'I E Construction Supervisor License k, r ,l Lic e: CS -66290 � iElxpi�raltio~ 212009 Tr# 502 I F1 Reitnction yi GEORGE MOUDOURIS 12 ATHENS WAY W Y_ARMOUTH,'M..02673 Commiss►oner y u . • • . • � lti»ii�t�l� NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. 0071991-00 WC 006-78-3974 13072 ----------------------------------------- 013-82-0509-00 MOUDOURIS CONSTRUCTION, INC. 10 ATHENS WAY WEST YARMOUTH, MA 02673-0000 EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE- WC990610 I.D# MA UI#: • • .. CLUETT COMMERCIAL INSURANCE AGENCY INC WORKERS COMPENSATION AND EMPLOYERS 8 PEMBROKE ST ., LIABILITY POLICY INFORMATION PAGE KINGSTON, MA .02364-1109 INSURED IS PREVIOUS POLICY NUMBER CORPORATION RENEWAL 006414241 OTHER WORKPLACES NOT SHOWN ABOVE: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE- WC990610 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the Insured's mailing address FROM 05/03/09 TO 05/03/10 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the.policy applies to the states, if any, listed here: AK AL AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ NM NV NY OK OR PA RI SC SD TN UT VA VT WI WV D. This policy includes these SEE EXTENSION OF ITEM 3.D. OF THE INFORMATION PAGE - WC990612 ITEM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Estimated Total Rate Per Estimated Classifications Cade Number Remuneration $100 OF Re- Premium X Annual❑3 Year muneration Annual ❑3 Year SEE EXTENSION OF ITEM 4. OF THE INFORMATION PAGE,- WC7754 TAXES/ASSESSMENTS/SURCHARGES $476 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $ 8 MA MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $$ 1 88 If indicated below,interim adjustments of premium shall be made: ❑ Semi-Annually ❑ tluarterly Monthly DEPOSITPREMIUM $7 05/29/09 PARSIPPANY 82 Issue Date Issuing Office Authorized Representative WC 00 00 01 39967(ReJd 04/08) { w 'de to Wood Constmcdoit�in High Wind Areas:110 ntplt lfind Zile WAG sl�� chusetts Checklist for Compliance(780'CNIR 5301:2.1.1)' r� } Check �.7?IC]F ' L :f Compliance ' 1.1 SCOPE d WindSpeed(3-sec dust).................................................. ............................... ................... 110 mph Wind Exposure Category Wind Exposure Category................Engineering Required For Entire Protect.......................................0 1.2 APPLICABIL.nY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) sto` "s s 2 stories erg 4 ;. Roof Pitch....................I, (Fiig 2) ................................:...�.:�L r9 s 12:12 .......................................................... MeanRoof Height ..... ........................................................(Fig 2). ........... . ........ .......... I It s 33',. Building Width,W ...................................................... . .(Fig 3)....................................... :�i► 'ft s 80' Building Length,L .............................................:..............(Fig 3)......................:,'............ :. Ift <80'• 1�f N, Building Aspect Ratio(L/W) ............................................... Fig 4)....................... _( + <3.1 1/ Nominal Heigi#t of Tallest Opening2 ...........:............. ...:..(Fig 4).....:............................�.... wig s s18' •<? y» „11.3 FRAMDA CONNECTIONS Ge feral corhpl►ance with framing connections.`.:. ...........(Table 2).................................................. ......... �A FOUNDATION"# Foundation Walls meeting requirements of780 CMR 5404.1 Concr lew ........................................ ' ' ' ` ... r�/✓d Concrete Masonry.:............ . ........ f :'j` :..`..........`. 2.2 ANCHORAGETOFOUNDATION'� - 5%8",Anch"rolts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only,,, / +q +Boit•'6a,cing_'general ....... . ............. '. (Table 4)....... in. ✓ . . Bolt Spacing from,end/joint of plate Or' (Fig 5).......:.." �' '— 2" in.s6 1 .� *� - Bolt Embedment-!concrete.. Y (Fig 5)...:. '.::...... ........--��-in.>7' Bolt Embedment—mason '"ry................ . ........... .. .(Fig 5)............t.................... .. rn._'15' ,. N ..... ..... . .... .. Plate Washer....:..:.....:.......................:...:.:....:.........::::.(Fig 5)....:.........................................>_3'z 3'x 3.1 FLOORS ` Floorfrarriin.member s F ans checked (per 780 CMR Chapter 55! Maximum Floor Opening Oimension:":. ............ .......:':::.....(Fig 6).............................................. ._ •ft 5.12'':'. Full height Wall Studs at Floor"'ppnings less tha;P 2'from Exterior Wall(Fig -�................... Maximum Floor Joist Setbacks ' Supporting Loadbearing Watts or Shearwall.:.:.::.:.::.:.:(Fig 7).................. ............................. _d z Maximum Cantilevered Floor Joists ; Supporting Loadbearing Walls or.ShearwaBP...::..':....'.:(Fig 8}..................................... — »P. ft s d A' s FloorBracing at Endwalls........................................ ...(Fig 9) ........ ......::.. .... 780,CMR Chapter 55 ......... ....... .�'*; ,. un-'•�"••Floor Sheathing Type :..... �"'�'� ................ .......(per � p )... ......... Floor Sheathing Thickness ................................................(per 780.CMR Chapter 55 .6r in: s.a Floor Sheathing Fastening.........................7.........................(Table 2)..&d nails at 4V, in edge field '4x1-WALightLS • Wall He *N,�T a' ��M f Loadbearing walls (Fig 10 and Table 5) . ........ <10' _ _�✓, x . Non-Loadbearing walls ......................... (Fig 10 and Table 5)..................,-. • ft s 20',, 'Wall Stud Spacing '` t�. ...... ... Fig 10 and Table 5)................. r-;24'o.c. - �' iWall Story Offsets F. :'...... r ?......... '..............(Figs 7&8) ............................'. ... ft :5d , ;s i ✓ •S a.�c t' {; 'f>F Yftk'rv, ..,.5 M'+.-, » �: •: :1 u i..'�f: - .. ti 1 4.2 EXTERIOR•WALLS' ,•�ii.: r' ,,• , r �; L.' , Wood Studs Loadbearing walls........................................................(Table 5•).................... .:.......2x�- .It in. - • Non-Loadbearing walls.......................•..... ... . .....(Table 5)............................:.2x� � •�in.Gable End Wall Bracing' a Full HeightEndwall-Studs...........................................(Fig 10). ............. ............... .......: WSP..•Attic Floor Length................................................(Fig 11).......................................:..� ft zW/3 A Gypsum Ceiling Length(if WSP not used)....:..............(Fig 11).........................:.............# ft a 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,russ bays_ v Double Top Plate Splice Length .................. .............(Fig13 and Table 6 .. ft . .... . . .............. ::.:&..NO � • n.•c....n........,.�:.,.» L.., .,f 1R'1=•nmmnn n�ilcl 1Tah10 Rl Atk 1 3V idde to Wood Construction in High 111ind Areas 110 hiPh jlYnid Zope ca0MBROGS21 6 achfisetts Checklist for`6n-i fiance (7so CM5301A2.V LoaM in onnections f 16d common nails) (T ) �• .,, g Wall Connections no.of 16d common nails) ( ) ............................................................................. Table 8 ..... Load Bearing Wall'Openings(record largest opening but check all openings for complianr�d Table 9) Header Spans .(Table 9)............:....:...... ft in.s 11' ' •gin Siff Plate Spans ........................................... (Table 9)... :.......... ft iri: ................... Full Hei ht Studs no.of studs .................................., able 9 •.. Non-Load Bearing Wall Op`pnings,(record largest opening but check ail openings for compliarip to'Table 9 Header Spans.. .. .....: ........... .... ........(Table'9)........ ff�&n.s 12' .ti„ • Sill Plate Spans..:: .......................................................(Table 9)........ :.:....:..... . ft j_in.s 1 - 1 k. f Full Height 5tuc( :{no.of studs).......................:.. .......(Table 9):................... .. .. . ✓� .. r Exterior W611,Sheathing to Resist Uplift and Shear Simultaneously" -,- Minimum�uilding Dimension,W / Noinlnal Height of Tallest Opening .... 8" r 9 s s 6' Sheattiin Type .r' note 4) ... :.....:. —!(L g m_ .. .( 'Edge Nail Spacing:....: ...................:.:..:.......(Table 10 or note 4 if less).........,..... n. Field Nail Spacing. .................. .. ....(Table 10). ................................. Shear Connection no.of 16d common nails able 10 Percent Full-Height Sheathing t ° I - 5%Additional Sheathing for Wall with Opening>6'84_.(Design Concepts).............~. Maximum Building Dimension, L Nominal Height of Tallest Opening ................ Sheathing Type..............................................(note 4).. Edge Nail Spacing....................................... .(Table 11 or note 4 if less).......... .. i Field Nail Spacing..................................:.......(Table 11)................... .... .... in ` 1 Shear Connection(no.of 16d common nails)(Table 11).............................. i. �''� ti —Percent Full-Height Sheathing........................(Table 11)............. ................................ % 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)..............:..: a s; Wall Cladding Ratedfor.Wind Speed?.. ............. . ............... ................ .......... .. ::...................................-- . , 5.1 ROOFS , `r Roof framing member spans checked?..: ..............(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ................................ .......(Figure 19) .... .8 y_jt s smaller of 2'or L/3 .i, $ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....... .................. ........... .(Table 12). ........... ..................... U=V i /plf. Lateral............................................(Table 12)................. .........:.................L. ti 0,�'y, Shear............................:.......... (Table 12). .......................... I .........S= off Ridge Strap Connections,if collar ties not used per page 21... (Table 13) ............7 __A.*JMl Gable Rake.Outlpoker...:.:'...,. ....... .,;.::.. .(Figure 20). .,., ft s smaller of 2'o ... �- " Truss or Rafter Connections at Non-Loadbearing Walls , Proprietary Connectors <.. . ' 4 Uplift................................................(Table 14)............................................U&A>6 A Lateral(no.of 16d common nails)...(Table 14)............................. . L if,Roof Sheathing Type...................................................(per 780 CMR Chapters 58 a �� '{ Roof SheathingsThickness.......................................................................................9`-�-in.a 7/16 .WSP `,` Roof Sheathing Fastening-............................................(Table 2). ................. tR..,.. ........ .. Notes: o'' ��} `� , . $': ��... r I 'This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the reo—wremeng3ff 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 Or theWFCM 110 mph Guide: a. Steel'Straps per Figure 5 = ' . 1 b. 20 Gabe Straps per Figure 11 .. c. Uplift Straps per Figure 14 ' d. All Straps per Figure 17 . . r e. Comer Stud Hold Downs per Figure 18a and Figure 18b s , 2:',..Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing' s rryquirernents shown in Tables 10 and 11.' 3. The bottom sill plate in exfenor walls shaji be a minimum 2 in.nominal thickness pressure treated#2-grade. Town of Barnstable Regulatory Services EARNWABLE, Thomas F. Geiler,Director r� NAS& �f16.39.�1� 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 Property Owner Must Complete and Sign This Section If Using A Builder X , T6 �. ,as Owner of the subject property �y v� c hereby authorize �� � to act on my behalf, in all matters relative to work authorized by this building permit application for. 4vf C".A� (Address of Job) -27 S�ignkure of Owner Date Print Name h If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMIS SION W-W Town of ]Barnstable o Regulatory Services s &UMSreB Thomas F.Geiler,Director HAS& , 1639. Building Division TEn MAC a 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 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 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 engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 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 form/certification for use in your community. Q:\WPFILES\FORMS\homeexernpt.DOC ENERGY,CONSERVATION APPLICATION FORM FOR ENERGY EFF'ICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CNN 61.00) Applicant Name: � �> P/" Site Address: print Town: Applicant Phone: A t Signature: Date of Application: CTION: c oose ONE of the foHowin two o lions QQ 780 CIRZR TABLE 6107.1 o PRESCRIPTIVE ENVELOPE ,� b O E COMPONENT CRITERIA FOR Ma ;oo6: NEW ONE-AND TWO-FAMILY BUILDINGS ,� Ivt]NIlvlUM s; Ceiling or Slab Fenestration exposed Wall Floor BasementPerimeter U-factor floors R Value R-Value wall R Value AFUE HSPF SEER RValue R-Value and Depth R-10 National Appliance•Encw .35 R-3 8 R-19 R=19 R-10 , C°ns=Tatioh Act(NAECA)d 4 fL• 1997 as amended,minimums or atcr as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at Wp://www.energycodes.jzov/rescheek/ ADDTO()NS.ORALT)�RATIONS.TO EXISTING BUMDTNd$.'b-ER 5 PEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gros Wall & Ceiling Area equals Formula: (100 x b-a) SF 100 x 14 I D Z= °�o of glazing (b) Glazing area egiialsq.4MF b a If azing is<:40%.uge the chart below. If gi azin is >40 % roceed to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA.ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MINIMUM Fenestration .Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value P Value and De th .39 — - a R-13 . R-19 R-10 R-10, 4 feet a R 30 ceiling insulation may be used in place of R- a insulation achieves the full R-value over the tire ceiling area(i.e.not corn ressed over exterior walls,and including any access o enin s). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in Appendix 120.P OWNER OF RECORD I HEREBY CERTIFY THAT THE EXISTING Janice A. Frisoh FOUNDATION SHOWN HEREON IS LOCATED Deed Book 5998, Page 2GG AS IT EXISTS ON THE GROUND. Plan Book 9, Page 103 DATE Assessors' Map 324, Parcel 104 IF P.L.S. .jcmry 2 M. o O'REILLY - �. � D � C-3 NO.46733 C/'b I , � s S URNE��� vvvv y O O m 6� BENCHMARK: Sa Bu{fer Top of Rebar Zone EL=8.3± (M5L 1929 NGVD Datum) fl N z O o,o Rebar 2 p, A"roFe�2ooN Found 1 a.9 Held 11 1 ^� • / � J 00,8u ofFo� n9 D Zo der naat y e//ih ne Rebar Found b �^ Held LOT5 174 175 Area= 10,000 SF± Q � O,9 /00, op D` `7 2�5 R 20�2 A3 CERTIFIED PLOT PLAN Tin N�� Railroad Spike- SHOWING AOUNDATION l/1/ayJ Found, Held e-74-hA-WE5'AVEN-U E-,-hYA�N.N_i5;_MA PREPARED FOR FLANK f RI50 L1 0 30 GO 90 SCALE I "=30' JULY 14, 2009 GAAAJobs\PrisoliG 184\dwg\G 184.cpp.dwg Drawn by: fcc JMO-G 184 J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 TOWN OF BARNSTABLE Building Department - Foundation Permit Date (� - `-f-- Permit # M" , Name �- , �� rz-r S Location `7 4 (41 - 14 a , v Insp. of Bidgs. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �r - i 1� Map O Parcel lr �C as`7' 0 f Permit# � OF BARNSTABLE Health Division 3535 d �'� Date Issued. Conservation Division t ,�' 5 , ® 2004 MA Y -3 PM 1: 3 7 Application Fee Tax Collector Permit Fee Treasurer Planning Dept. APPUC'MUST OBTAIN AWM CONNECTION PE WT FROM THS Date Definitive Plan Approved by Planning Board ENGINEMC DIVISION plaoR To CONSTRUCTION. Historic-OKH Preservation/Hyannis Project Street Address `7 4_&22 J3$9L &AIL Village 141 at) n o 5 m &- Owner Address —7 �o-� TelephoneJ U — 717 U— l 7 Permit Request 4 4 YQ'I ) dLdy_ sos-6m L�A_dze_n JD),i i a , kC10 yr V Cc n Ck Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation l q/ q Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Q Dwelling Type: Single Family U--' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes & o On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name 0 %2. . ) roVfnVA Telephone Number Ea Address to 4 JV< ,,ram ( , License# Home Improvement Contractor# CS 05703 A Worker's Compensation# 4:A 1/e 'VZ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �/.�'m f_T��T sa L � SIGNATURE Gh c ' DATEE-- ��0� 7 0 FOR OFFICIAL USE ONLY s i 1 PERMIT NO. DATE ISSUED { MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Y s DATE CLOSED OUT J i ' ASSOCIATION PLAN NO. ��o J� The Cotrrrttott iveallh of Massach usells Ueparttttetrt of hidustrial it cciderits 01116e 01IOMCSUff8000s 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit 4' location• / r.rly nhonc N (] 1 am a homeowner performing all work thyself. (] I am a sole proprietor and have no one working in any capacity [] I am an employer providing woikcrs' compensation for my employees working on this job. 1 corn�anYnitms A71?�A �; I-O V-C f A �LNI city: f , insstrsnces9 il I� �CCL/' �z -_L�G3jval�sy N � .. %. 1 am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who .lie following workers' compensation polices: comnanv name• ' i>sfd ress nlfone N• ' Lni;itrrtnce cti P91icy N s9utllanv name• city: phone N• Is _tttt.tt co: nolicy ff Failure to secure coverage as required under Section 15A of MGL 151 can lead to the imposition of criminal penalties of a fine up to SI.500.00 ondnv one yea"'Imprisonment as well as civil penalties in the form of it STOP SVORK OLDER and a fine of$100.00 a day against tne. 1 understand that a copy of this statemenl may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalries of perjury char the inforrrrarion provided above is true and correcL Signature Date Print name -rA ` -ai=tJ'4 7 r. 1'Ironc N official use only do not write in this area io be completed by city or town official city or town: permit/license N Onuilding Department [)Ucensing Board F: check if immediate response is required I]Scleetrintn's Office 4 011eallh t)ihactmcm contact pe"on: phone tl; t'1(31hEr'"° j ►, 1 frc ;ied 3193 rrAi i Lx ✓�n '�oosrr�nosac�a. c o. .aeea i• ,±,:r1�. Iloerd of Ilullding Itcgulellons end Standards \i IiOME IMPROVEMENT CONTRACTOR I Registration: 100740 Expiration: 612312004 Type: Private Corporallon CAPIZZI I TOME IMPROVEMENT,I Yclomas Capizzl,Jr. 1645 Newton Rd. Culuil,IAA 02635 Administrator �• • '�.`�. ✓1te too�rrmw�ecueall� o�.h�taeeae/ueelYe 130ARD OF BUILDING REGULATIONS License: CpNSTRUCTiON SUPERVISOR Number. GS 057032 Expires: 09/261.2005 Tr.no: 7171.0 Restrlcted: .010 i TNOMAS X CAPIZZI JR I 1645 NEWTOWN RD zzz * I COTUIT, MA 02635 Administrator it S e � Cu � I i I -v Er Town of Barnstable . nor . o� Regulatory Services Thomas F.Geller,Director 9 16 ��� Building Division �prFo Mpt� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Off ce: 508-862-4038 permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW $UPj3jyMENT TO PERMIT APPLICATION M GL c.142A requires that the"reconstruction,alterations,renovation,rep ehexmis� w3W o�cc pied ion, improvement removal,demolition,or construction of an addition to any p g bg containing at Least one but not more than four dwelling units or to struptures nh other nt to such residence or building be done by registered contractors with certain exce bons, g wlth requirements. _ Estimated Cost 14____. Type of Work: Address of Work• h Owner's j ,J Date of Application: I hereby certify that: geostretion is not required for the following reason(s): []Work excluded by law []lob Under.S 1,000 []Building not ovrmer-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OGLE ME IMPROVEMENT Wpj�UT OR i)EALING WITH O UNREGISTERED OWNERS S.�.YE CONTRACTORS FOR APPLICAB ACCSS TO THE ARBITRATION PRO GRAM OR GUARANTY FUND UNDER MGL c.142A. E SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the went of the r: ` I31 U Re istration l�io. Con actor Name S Date OR r, Owner's Name TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J 2 y Parcel I �Ll Permit# 429 Health Divisior> 62v�;l �uir�,f / Date Issued 6-q-� 'VV1 Conservation Division �'��I o�� �C� Fee3 Tax Collector �•-. .� -��� `�6/DO Treasurer i " .c.� dc-�QfCP�G 7/ Zav MW �00NNEC.ION PERMIST OM THE Planning Dept. MVGINEEi DIVISION PRIOR m Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 7�( O CL W cS Au(2, i Village C' a o'.%&V ,'J 1�. a � Owner �"'t`cc v�'f�. ` �a r Address a� t g cKS T � I x Telephone Permit Request ec6u--kcy ®� �CttAay� �ec.�lav� �o ctwcQ �c,L�� OtCG� Square feet: 1st floor: existing_1 QL'Z�O proposed 2nd floor: existing proposed Total new ValuationD,De;�e Zoning District Flood Plain Groundwater Overlay Construction Type CUootK- -w L Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Y Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes . OdNo On Old King's Highway: ❑Yes 4 No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Type a Heat T e and Fuel: ❑Gas ❑Oil ❑Electric ❑Other �\ Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use � " , (( BUILDER INFORMATION Name_ (k2&\qYV\ 1ti�\YY�av�a�Y1e�1 Telephone Number </c,)_� Address J t�\r`Ni 1�4 License.# 00 d4I''So�SL�, L1 Home Improvement Contractor# f I 09 O Workers Compensation# (/J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOa,�►n �i L I SIGNATURE DATE v 00 l FOR OFFICIAL USE ONLY r r • 9 r f - 1 PERMIT NO. _ DATE ISSUED °� MAP/PARCEL NO. ADDRESS' VILLAGE OWNER' DATE OF INSPECTION FOUNDATION FRAME p, INSULATION FIREPLACE `� J ELECTRICAL: ROUGH FINAL f. k PLUMBING: ROUGH is '`^= FINAL ` -GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED,OUT ASSOCIATION PLAN NO. � r 1 Frisoli Residence 74 Hawes Ave. Hyannis, MA drawn by Bill Liimatainen 428 - 9303 Existing House Dn (x� P Existing Roof ti Replace eAsting deck Match footprint Wood Platform over Wrubber roof CO 14 8" x 6 P (0 I Remove roof section and add Dnv 2 x 12 joists sistered to e)dsfing taper sheathing 1/8"/ft Add two platforms and stairs \ balusters SS"o.c. \�\\ Mm,- H-I IF Frisolli Residence 74 Hawes Ave. H;yanlnis, ''MA LOT 176 STAKE & TACK FND & HELD `r6�j •2Q, . ST_4KE &- TACK pp FND & .HELD , 00 LOT 175 jpp pp, LOT 173lb ,00 DECK �a8 --- -- = -= -----_ \ STAKE ____HSE #74 TA CK SET ��G�,` I� lI � PROTECT LOCATIONT 74 HA WES AVENUE �� 00 HYANNIS, 02601 LOT 174 � � APPLrcANrF,RANK FRISOLI JOp �- YANKEE SUR VEY CONSULTANTS UNIT 5, 40B INDUSTRY ROAD ���✓✓✓ P.O. BOX 265 AfARSTONS MILLS, MA. 02648 RAILROAD TEL 428-005.5, FAX 420-5553 SPIKE SET SCALE 30' DArE \\ IN ASPHALT WITH PUNCH REV.• REV HOLE _ \` ✓oB No. 50 45 n sxEETl of 1 The ommonw D eperrtment of Ind�rial Accidents J -= OlflerDfLDYe'S7f98 OHS• -= ^= (x ,s- ; —, on Street --- 6D0 �aslungt Boston,MO= 02111 -4 workers' eomvsation Insurance davit m location. _ hone cityLW;Nl Vyt n vKv&.MyscIE am a homeowacr p oste is anv aad I am a sole rr�� oathis job. xH:':.},mot..:m.:...... .... . an emVIOM p I I am ........1::.....:.xr,4. :•,....t<:. .rr..... ,:.:�{d{}.•.: ,v;:H.{,U}•iC:;h•vA.00M. •.:. ... ...:.:i•:i'ii•:..}4vv:i'}•;;',•i:•::•;i.�i::•.�::::: .:.;�.::....... .. .... .. .................::.:.:'.:ivv;;i.•�.A4:61Y•x:•�.:v?ti�:?b:<!:}:...Y•:,':{4:•.. .?•^!'. .. ., .. .. \.....N .!.... .... 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" Feral cssatrac�r,Or homQ' ° � dYhCm listed fx I am a sole have 31 th--following' .....::•.y:.:v::....::..: ....:9.....x:ww••}}:$}}}TxJ•''!P•:•.. ...'.•.�... •.K :.:wu.N�:. h, INS ...... .. ...�::::.... ,. .. .. ... v.� 00A, .. .:.xv rrrr,,, _.................,:,.;..... yam•.. / ....,.:- � :rcrx Cdfi�f9{YN;{S',;}"•y,•,:•,:::::'t; .:::::?.:::�S:22Y:�;}:;:::;:}:::•:<;•::::�:.:::.:.. . 44=�/���/����/ �:::::-:v:•':::::::••rwy'ti•}!:v,:'+4} C?,? ,`v.a, v• w ':{:4:4. ..r h vi} r, •..........:r..::...............:}::::^::.,...:.:'.. . {,,{ ,t•5.,.`,-?.n'jC•�:"`�f„3.1v ......::.. t ... . :.,};.}:•}:{.,:::!•-:...}w:a.. :C;Y,S,:•:, ?{3.J. : .v•:, .. :'?�4.Q�Y{:!�::;'rti.:L:.{::tii;?:ti+{? {✓:.::. ........... CC} 4.a:4...•v:::v:.. ....... .:-• :.YiCy{�'.�.196r}Y.i,H,.•-•',.v,'.L4iiv:;:}ti�ivi?l;}•J,'{?:•,:.?{ti�::}:;:::J.:v}�i:::•}$ti4: ........... ... ....::::::•:.;..::.:•{:•:::::{•,w. -:,yr�s»,e,};,j;M,r} .<Uxti.•;ria..r_a .. ::>:.... w•}•archww•w ca�avc`Pacmeece .: .,y }?tat:;:. 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L1tF'' :. a•arcN{...:}rer.:r{ ,•:. ; :rx ...................................... ter :«��.:w ,9,. of— toS23l�.00aadror ._: atatlaaQp tot3bysi that a ,,..... �der6attoa2SA oiMGL14 emlttad �a tea of 5100.00 a day apiast�• I�0�d FaIIm'e to seearz eotrer=t{a i� in tha ftnra Of a STOP WM t one v�l tmprnsoranertt as well as 42M p� eo"easie to tlta OIDea of Ian°t�DtAtot' ropy of this statarrentntay be fo�" in famitadm QbOw it"P and eorre t I do herehy certify under tl�rPaiw MI prttall:a OpfFITimythadw $-�C� - o. — act,V-^ Jill oIDdsl Aw'oMd:i use only do not write to this area to be by�7 ort� _Ogt>ilding D��ent Pia 0I,ieensutg ' dty or tot+n: ❑Selecemen's oMce. : onse is required ❑Health Deprttent check ifiaun resp ❑Qther�� ghameI- contact tenon: -:= w w 8 a o �< o" � W. � G• u to � NA to t �o rt ; q to 1-i to ,� ••ty �, to � ..c••• rOn p: � ►off b ...• � � er �! It It, � CiD � p. \ eon ti \ _e'-i• .Q. p R. n � IIQ � Iti 0 to o �y 't] o r`"" b' H to oy F-� `C p .d •S •c]Y to y g O t**' y L to gEs Et 03 M w o 41 g �, •t, n O o Ch Ca �. �. g o o � w • . A• cy o . tn tj O% M S , o 14 'If rr Cal O' �� p Orto o Flo o ►c �' �' .ti y p to to t.t rr 43 1-0 cr 1 �1 S4 \ ro o n� cr • to p+ [T :4. "1 py tD gat ii tst !p ., . -•�..: •cl , n:,.;:rx • _,,, o•t � ,t. 't• :1` �: oil; •., ti: _ r•,t ..,t .7 � 1 j++' (�ctY�,= q'.. .I "► ►I lq a ESTINA TEC PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X S115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X S57/sq. foot= GARAGE (UNFINISHED) square feet X=/sq.foot= PORCH square feetX$20/sq.foot= DECK square feet X S15/sq. foot= OTHER kAA ���� square feet X$??/sq. foot= _ ea Total.Estimated Project Cost • S -TIe �omurealt! o��aaaac�euaelt BOARD OF BUILDING REGULATIONS 4 - License: CONSTRUCTION SUPERVISOR Number. CS 001414 Expires 11/29/2001 Tr.no: 18250 r Restricted To• 00 WILLIAM UIMATAINEN 541 FLINT ST MARSTONS MILLS, MA 02648 Administrator RT t,Q ��'�R��rc�3-"�"'�f'Rye s ✓ ::e`' t�= OME:_INPROVEMENTC9NTRACTOR Registratiori_�117090 a � ypeti TNDI DUAL 2- r� zP c-fl6 118/23/00 ILLIAN LIIMATAINENYBUILDER: .= ' I IAN AIIMATAINEN FLINT ST , t s>= `QVADMIN►STRATOR ^�; MARSTONS MILLS NA 02648 F1HE The Town of Barnstable M � w BAM�� r �0� Department of Health Safety and Environmental Services iOrEo Ma+A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other. requirements. ,> 0 0 6 124L d Oc.� K uy JU 'ro 0-�S E ated Cost 0p 6 Type of Work: —� Address of Work: Owner's Name: Date of Application: c�CS•Ll y I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: c J� c�O l✓Vl `mac It I�t 1 �Clv\ 0 \r r� Date Contractor Name Registration No. OR Date Owner's Name gl6mis:Affidav `---NW7 PF T"Er°�y TOWN OF BARNSTABLE BAHHSTOBLB, i b 9 O Y BUILDING INSPECTOR CFPY�'' . APPLICATION FOR PERMIT TO ... ST2rlLTv/2e:.......................................... TYPE OF CONSTRUCTION ..... ! ld m .......................................................................................................... .......................y.....07.............192 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: '7/-5/ - Location ....... 6.12..........t��!O Ge?E .....V X4! ::....t...4l.//Alw.9y...!V egg'............................../. ................................. ProposedUse .........L/„v,/.1/ ......A2E ................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner'. '!?!? ��r.' �yf'!? � ..�`, S u t c/v.✓i?/ Address ... STa3a,2o S, Name of Builder ..4rPk,9XA..../(/:.. 1.2?t7.D,Y.....................Address a?{� .. aJ;Jy/�7ird S„T. - ..0 s t3g?za., i?7!..SS: Nameof Architect ..................................................................Address .............................................................. ... .............. Number of Rooms Foundation gyp.,,,,,., Exierior .... ootv..... Azhw6,LC'S y T �! ........Roofing .�i�5A!VO ;.. ................. ......�.X..../`.... Floors C 6uo y` C'A,2��T...................................Interior ...� ,e „GvALL Heating .....5.7s', /Y..........................................................Plumbing ............................... �- ....Approximate Cost oo, Fireplace ..:........................................................................... .....3� ...................................................... Definitive Plan Approved by Planning Board ________________________________19 . /7/ Dimensions Diagram of Lot and Building with Dim n e s OS)S SUBJECT TO APPROVAL OF BOARD OF HEALTH Ile ,y A w Es A V45. /oo ' O C (D CL k�- � N ... U) > W w � m W f1.• �? O` w I I O q �- ruwK J J O Q 0 N Uj wz Qf'12oPO5E0 4DD/7/On/ 6' O Q a. J 3 4' O Q J z c LU C.1) � � v i I hereby agree::-to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Namej ........................... ......... Sullivan, Henry R. & A�rie C. No ....��002 add to single ........ Permit for .................................... family dwelling I ing . ................................................................:.............. Location .......Hawes & Wheddon Ave............... ........... ... ............... ...... . yannis .........................H........... Owner .............Henry..R &..Mar.i.e..C.....Sullivan ........... ........ Type of Construction ..........frame ................................ ................................................................................ Plot ............................ Lot ................................ May 2 19 72 Permit Granted ........... T........ 4.*V 40-;en 116AI Date of Inspection .........................19 Date Completed ....... .....................19 C6ftftEW PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... . ................................................................................ .......................................................................... Approved ................................................. 19 ................................................................................ ............................................................................... Engineering'Dept.-(3rd floor) Map, Parcel ermit# 69 House# --ZYP� c/ Date Issued ,.� �o - lb 9 Board of Health(3rd floor)(8:15 - 9:30/1:00-4:30), =Fee ` 0Z Conservation Office.(4th floor)(8:30'- 9:30/1:00-2:00) 1 Planning Dept.(1st floor/School Admin. Bldg.) �rNE Defin h e Plan Approved by Planning Board 19 ; BARNSTABLE, MASS 59, TOWN OF BARNSTABLE Building Permit Application roject Street Address dZLV* e_ S Village �`,(4 00k, V%) Owner C'r—o,v,kC Fwk e.a I 1 > Address t Telephone Permit Request Ncj� �v�� bu c�'► P 6v C, �y . f First Floor l square feet Second Floor square feet Construction Type Estimated Project Cost $ —T Zoning,District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No. On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name �.(�t �a VO., I Vn e ✓\ Telephone Number Address L4:' �`�,,,nn License# CXI / e, \1�� _ �� rJ 6a6q<� Home Improvement Contractor# IC-2 OJ'ZD Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE,��/ ,L{� DATE c,9-2 B �11N�GPERMIT D. F FOLLOWING REASON(S) . . ' FOR OFFICIAL USE ONLY kRMIT NO. _ DATE ISSUED ♦i.- MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ! ' FRAME INSULATION FIREPLACE LL " ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL I _ GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT } k ASSOCIATION PLAN NO. ` t F �tHE The Town of Barnstable Department of Health Safety and Environmental Services BuiIding Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-?90-6Z27 BuiIding Comrr Fax: 508-790-6230 For office use only Permit no. Date ' AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Y Type of Work•�� �-�� c-o�." ou-�e— Est.Cost 0, Address of Work: 7 I ���+a Owner's Name �vlcl Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMWROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. �. LLII lS9 (�t/ �.t� �+alv�� l l -?09 C) (AA Date Contractor Name Registration No. Tlic• Cat nnott N'ealllt of.1 tassachusclt v Departttu•111 of Industrial Accidents i pcPallmrestlgatlans 6(1(1 f f iasltitr(;tutr Strcct Bustutt.Mass. (12111 r ' Corn cnsation InsuranceAfridavit i ii�tn inf rnt ion• Went• n• C.� `. l+�, . Cin I am a homeowner performing all wort; myself. I am a sole proprietor and have no one working, in any capacity --- [1 I am an employer providing workers' compensation for my employees working on this lob. enin tam• name: - 'Iticlrecc• • hnnc 0• n.. it Incur�ncc cn �a�aw _ [j ( am a sole proprietor. ;eneral contractor. or homeowner(circle onc) and have hired the contractors listed beto« w the i-ollowina workers' compensation polices: cnm am• name• :fdtirrcc- hnnc a• tits•- niiev incnr-inrr rn. --- _.-� `- ---•_ rT•-.-....a: r. cnm nn%• nnmt•- addresc- hnnc#• rite•- Wile•� ^_.�.. insurance cry, Attach additio_n21 sheet if neeaia_rvt Ll �.� Fsiiiurc to secure ctiverat:e as required under aeetton:SA of,%IGL 15_can lead to the Imposition of cnminal penalties of a line up to S1S0U.Ul unc+cars• imprisonment as%veil:is ciril Penalties in the form of a STOP M-ORK ORDER and a fine of sI00.00 a day against me. 1 undcrstanc cope c)f this statcnicut may be forn•nrded to the Ofticc of Invcstit;gtions of the D1A for coverage verification. ms at pcttalticj of perlun•that the information prodded above is true and correct 1 rto/rrrcht•crnlft•"tiller the pal C We 7A �Si=natu Printnamc "N completed by tiny or town official '�officiai use only do Witt Ivritc is this area to 6c Pertnit/liccnse d Building Department ., cite or tmt•n: �Licensinq Huard aseieetmen's Office Ocnartmcnt r iassachusetts General Laws chapter 152 section 25 requires all emplovcrs to provide workers* coinprnsation for thci nployees. As quoted From the "law". an esipinree is defined as every person in the service of another under an\• nrtract of hirer express or implied. onil or\%TittCti. - •i c•n pJnrrr ic-`defined as an individual. partnership. association. corporation or other legal entity. or any two or more forcgoina en;_aged in a,joint enterprise. and including the legal representatives of a decaascd employer, or the 'civcr or trustee of an individual . partnership. association or other legal entity, employing employees. However tlic ,ner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the -cilin" house of another who employs persons to do maintenance , construction or repair work on such dwelling_ tiou; oti the ;_rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. 3L chapter 152 section 25 also states that even-state or local licensing nvency shall withhold the issuance or iciv tl of a license or Kermit to operate a business or to construct buildings in the commonvcalth for any -)licant who tins not produced acceptable evidence of compliance with the insurance coverage required ditionali•.. neither the commonwealth nor am• of its political subdivisions shall enter into any contract for the forniatice of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha ri presented to the contracting authority. )hcants sc fill in the workers' compensation affidavit completely, by checking the box that applies to your situ---,:oil and )Iying company names. address and phone numbers as all affidavits may be submitted to the Department of strial Accidents for confirmation of insurance coverage. Also be sure to sign and elate the aMdavit. Tile ovit should be returned to the city or town that the application for the permit or license is being requested. lie Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required :gin a workers* cotnpetisation policy. please call the Department at the number listed below. �r Towns t be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of idavit for you to fill out in the event the Office of Investigations has to contact you re_arding the applicant. Pleas -e to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to _partment by mail or FAX unless other arrangements have been made. -f ice of Investigations would like to thank you in advance for you cooperation and should you have any questions. do not liesitate to _ive us a cell. eparttnent's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents r i office of Investigations 600 NA'ashinaton Street Boston,Ma. 02I11 fax #: (6I7) 727-7749 phone (6I7) 727-4900 ext. 406, 409 or 375 J F C-4-ow t -- .i .I• i j r a.ry�'i-lf' ,fi. �Tw1t'''�� "Et .. .. - - e•t 0 e=n .+""r`.� r'rr t vs r r't r en Ca$ . '—•.. =,' � r"�' -Dia r-•� --to Me Mon!T t = rT— - a .a'.. —� a $ r N:Z p i? r+'•n+ ►'• O 115 - . ♦.. � -c - ,� 7� yt 5 +k4 r fc�a'sf,.ak i41 t-� � - :` /w I� �„R ka j+xii era l�u c a.�?:•'�'�•�fPr�'.Ym 5 - ..i `oF,ME,o,,ti Town of Barnstable % BARNSTABLE. • Regulatory Services 9 MASS. 1679• ♦0 Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection L i Location --� A ��� Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0 /Z �r Please call: 8-862-4038 or re-inspection. 1 Inspected by Date —.Assessor's office(1st Floor):, , Assessor's map and lot number C/ c�THE T Conservation(4th Floor): Boraifloor) ' / • Sewage Permit number (P ti�yinie ' Engineering Department(3rd floor): °o,.�.639.`\�d° House number o err Definitive Plan Approved by Planning Board 19 a APPLICATIONS PROCESSED 8:30-9:36 A.M.and 1:00-2:00 P.M.only F TOWN . OF BARNSIABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according t /h/e following infor a' n: Location 74/ Proposed Use �J` Zoning District Fire District Name of Owner � Address' Name of Builder C�• Address I Name of Architect / �✓ Address Number of Rooms Foundation X/ Exterior Roofing Floors `'1✓�l� Interior Heating ����'" Plumbing Fireplace / " Approximate Cost I�CiCJ Area 5� ®� Diagram of Lot and Building with Dimensions Fee . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding t ove7consion. Name ! �Y Construction Si vr,�KLideKs�G�� Co q 3 'r FRIS,1 JAN1� " 'r No Permit For Replace Dormer g single Family Dwelling 74 Hawes Road Location - ,�`%,Hyannis i !• Owner, _Janice Frisoli Type of Construction Frame 'T Plot Lot y Permit Granted March 31 , 1 g 9 4 Date of Inspection: '' % Frame >•19 Insulation �19 _ Fireplace 19 l Date Completed 19 r � � y e ; 0, E -'E.N --F `y.CTC- S Rl—`-�R`,TION Board c)-, at n s an a 1-IC!a-l"G"S Roo 3c m sto'n Massac i nusett-s 02108 HOME IMPR0VEMENT �CONTRACTOR eg .r,,a t :on A fO 6-9-4y Expiration 4al IVIO,3X94 Type 'RP-IIVATE� QQR,PORAT I ON a. v .COMPANY' INC - M PA N V LIGUORI .39 WILBUR.,ST--BOX -3 LOWELL MA. 01851 ' f e Lc:� L t.:'�d � :^£a 5 ..{ ;'.�•;y ,g a Y�s,�s�kx �. � "y.1FY5� .,t�r.VH'��s �' .5.. `-i .;�°.eG•� t � � n: r�'R: ,'et d3•,•fi �!"' � •�� ,�'"ae a -ji- .,`F. _e3. � tmr.�q sid.S a. r:'tF..,- ..s ,x� '7,. :r....S',,�• ;} .r .5. :... 3;; ll• G >' , `t ntYi r v' ». 1. eF:t._ ^I 3 , rs..:p, A,. .- .f . ...,,. .:: .:. ,:,. ...o,t -.:: ,4,., ,. _, r! -:k.,>f. :4.<:�.� , "}jr ^ai '} ...,..-.4:..: ,..,,?`Y. ._: ::. ... 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'Cr- c.s Sccp t:7C Si�nc2 this � ��/ 2y0 , 79 I-'«n=cdT'crmircc Liccn:orlPcrtnirtor I LSBIE ut�st�ie�Rt LSBO Selector Software Draft contents of report generated by LSB Selector software 1.0 Disclaimer The technical data,product specifications and product performance data included as part of the LSB Selector Software are not a substitute forthe professional expertise,recommendations and judgment of a certified engineering professional after consideration of important factors like specific project objectives,anticipated structural demands,environmental and climate conditions,and governmental code requirements.The Software and its use under any circumstances are not intended to replace or eliminate the need for the advce of a qualified Professional Engineer.Byinstalling and using the Licensed Product,Licensee assumes complete responsibility for the selection,Use,efficiency,and suitability of the Licensed Product and for the suitabilityand performance ofanyproduct of Licensor selected and used by Licensee in reliance on the Licensed Product.Licensorshall have no liability to Licensee or third parties for a failure of the Licensed Product as a design tool or otherwise or for any failure of any product of Licensor to perform or suffice for any purpose.LiteSteel Beam is a trademark,and LSB is a registered trademark of LiteSteel Technologies. Project Data Project Name =George Moudouris Project Number = Project Location =74 Hawes Avenue,Hyannis MA Description =Ridge Beams Date =06/12/2009 F` , Designer r Program Settings s g, Application version =LSB Selector software 1.0Y v r Design Method =ASD Units =US(Imperial) i Program Mode =Manually Picked �t'r Web Stiffeners =No-Program checks Web Crippling Allowable Live Deflection =360 Allowable Total Deflection =240 Beam Data LSB Beam size =1000LSB300-118 Back to Back Spans =1 Spent 20 ft-4 in. Left End Constraint =Pinned Right End Constraint =Pinned Web Stiffeners =No-Program checks Web Crippling Bearing Length =3 in i LSB beam Dimensions and Properties Beam Depth(d) =9.85 in. Beam Width(b) =5.91 in. Flange Depth(df) =1.97 in. Beam Web Thickness(t) =0.236 in. Ro =0.354 in. Riw =0.236 in. Area =5.27 in? Weight/ft =17.93 lb Ix =77.0 in4 Sx =15.65 in3 Rx =7.65 in. ly =5.67 in4 Syl =5.82 in3 Syr =2.86 in3 Ry =2.07 in. m =2.32 in. G X =8842 k in? J =1.574 in4 CW =84.4in6 Loading Data . Area Loads Width Dead Live Wind Seismic Snow Load Combinations Allowable Stress Design(ASD) Al:D AnaWls Details Reaction at Support 1 =1859.8 lb(Unfactored) Reaction at Support 2 =1859.8 lb(Unfactored) Design Checks Maximum Overall: Bending Capacity =49434.46 lb-ft Positive Bending Moment =9453.82 lb-ft Ratio =0.19 Critical LC =A3 Bending Capacity =49434.46 lb-ft Negative Bending Moment =0 lb-ft Ratio =0 Critical LC =A6 Shear Capacity =29342.11 lb Actual Shear =1859.79 lb Ratio =0.08 Critical LC =A3 Deflection Limit =1.02 in.(Ll240) Deflection =0.31 in. Ratio =0.3 Critical LC =Total Web Crippling Capacity =9189.19 lb Actual Web Crippling =1859.79 lb Ratio =0.2 Critical LC =A3 Span Maximums Spent Span2 Span3 Span4 Span5 LC RC Bending Capacity(lb-ft) 49434.46 Positive Bending Moment(lb-ft) 9453.82 Ratio 0.19 Critical LC A3 Bending Capacity(lb-ft) 49434.46 Negative Bending Moment(lb-ft) 0 Ratio 0 Critical LC A6 Shear Capacity(lb) 29342.11 Actual Shear(lb) 1859.79 Ratio 0.06 Critical LC A3 Deflection Limit(in.) 1.02(L/240) Deflection(in.) 0.31 Ratio 0.3 Critical LC Total Web Crippling Capacity(lb) 9189.19 Actual Web Crippling(lb) 1859.79 Ratio 0.2 Critical LC A9 Web Crippling Check Ok Messages List p OverallSpans: Positive Moment LC:At:D ,4 FiX Negative Moment LC:Al:D Shear LC:Al:D Deflection LC:Total , Web Crippling LC:Al:Dq, , �Y Design is O.K M. Span1: t r t ;i�-•g Positive Moment LC:Al:D Deflection LC:Total Web Crippling LC:Al:D Design is OX ' 4.o8ll LiteSteelbeam ' LSBO Selector Software Graphic report generated by LSB Selector software 1.0 Disclaimer The technical data,product specifications and product performance data included as part of the LSB Selector Software are not a substitute forth professional expertise,recommendations and judgment of a certified engineering professional after consideration of important factors like specific project objectives,anticipated structural demands,environmental and climate conditions,and governmental code requirements.The Software and its use under any circumstances are not intended to replace or eliminate the need for the advice of a qualified Professional Engineer.By installing and using the Licensed Product,Licensee assumes complete responsibility for the selection,Use,efficiency,and suitability ofthe Licensed Product and for the suitabilityand performance of anyproduct of Licensor selected and used by Licensee in reliance on the Licensed Product.Licensor shall have no liability to Licensee or third parties for a failure of the Licensed Product as a design tool or otherwise or for any failure of any product of Licensor to perform or suffice for any purpose.LiteSteel Beam is a trademark,and LSB is a registered trademark of LiteSteel Technologies. Project Data Project Name =George Moudouris Beam Size =1000LSS300-118 Back to Back Project Number = Project Location =74 Hawes Avenue,Hyannis MA Description =Ridge Beam Date =06/12/2009 Designer = LOADS DIAGRAM 2 93 If �9.85 in. TOTAL LOADS 20.33 ft SHEAR DIAGRAM(In Lb) - 52151b A3:D+L+S -52151b MOMENT DIAGRAM(Ib-Ft) A3:D+L+S - - 26508 -Ft ' „ I t PC'(' % T O m • m n �o ti 2 2 b 2 n - c m 3 f p o LSBM' LiteSteel6eam LSB'O Selector Software Draft contents of report generated by LSB Selector software 1.0 Disclaimer The technical data,product specifications and product performance data included as part of the LSB Selector Software are not a substitute for the professional expertise,recommendations and judgment of a certified engineering professional after consideration of important factors like specific project objectives,anticipated structural demands,environmental and climate conditions,and governmental code requirements.The Software and its use under any circumstances are not intended to replace or eliminate the need for the advice of a qualified Professional Engineer.By installing and using the Licensed Product,Licensee assumes complete responsibility for the selection,Use,efficiency,and suitability of the Licensed Product and for the suitability and performance of any product of Licensor selected and used by Licensee in reliance on the Licensed Product Licensor shall have no liability to Licensee or third parties for a failure of the Licensed Product as a design tool or otherwise or for any failure of any product of Licensorto perform or suffice for any purpose.LiteSteel Beam is a trademark,and LSB is a registered trademark of LiteSteel Technologies. Per lect Data Project Name =George Moudourls Project Number = Project Location =74 Hawes Avenue,Hyannis MA a Description =Ridge Beam W., Date =06/12/2009 e Designer = Program Settings Application version =LSB Selector software 1.0 Design Method =ASD T# Units =US(Imperial) Program Mode =Manually Picked Web Stiffeners =No-Program checks Web Crippling Allowable Live Deflection =360 Allowable Total Deflection =240 Beam Data LSB Beam size =1000LSB300-118 Back to Back Spans =1 Spanl =20 ft-4 in. Left End Constraint =Pinned Right End Constraint =Pinned Web Stiffeners =No-Program checks Web Crippling Bearing Length =3 in LSB beam Dimensions and Properties Beam Depth(d) =9.85 in. . Beam Width(b) =5.91 in. Flange Depth(df) =1.97 in. ' Beam Web Thickness(t) =0.236 in. Ro =0.354 in. Riw =0.236 in. Area =5.27 in3 Weight/it =17.93 lb Ix =77.0 in 4 Sx =15.65 in.3 Rx =7.65 in. ly =5.67 in 4 SA =5.82 in 3 Syr =2.86 10 Ry =2.07 in. m =2.32 in. G I =8842 k in? J =1.574in4 CW =84.4 in 6 Loading Data Area Loads: Width Dead Live Wind Seismic Snow Span (ft) (pso (psf) (pst) (psf) (pet) AlI Spans 11 15 0.0 0.0 0.0 30 Load Combinations Allowable Stress Design(ASD) Al:D Analysis Details Reaction at Support 1 =1859.8lb(Unfactored) Reaction at Support 2 =1859.8 lb(Unfactored) Design Checks Maximum Overall: Bending Capacity =49434.46 lb-ft Positive Bending Moment =9453.82 lb-ft Ratio =0.19 Critical LC =A3 Bending Capacity =49434.46 lb-ft Negative Bending Moment =0lb-ft Ratio =0 Critical LC =AS Shear Capacity =29342.11 lb Actual Shear 1859.79 lb Ratio =0.06 Critical LC =A3 Deflection Limit =1.02 in.(LY240) Deflection =0.31 in. Ratio =0.3 Critical LC =Total Web Crippling Capacity =9189.19lb Actual Web Crippling =1859.79lb Ratio =0.2 Critical LC =A3 Span Maximums Span1 Span2 Span3 Span4 Span5 LC RC Bending Capacity(lb-ft) 49434.46 Positive Bending Moment(lb-ft) 9453.82 Ratio 0.19 Critical LC A3 Bending Capacity(lb-ft) 49434.46 Negative Bending Moment(lb-ft) 0 Ratio 0 Critical LC AS Shear Capacity(lb) 29342.11 Actual Shear(lb) 1859.79 Ratio 0.06 Critical LC A3 Deflection Limit(in.) 1.02(L240) Deflection(in.) 0.31 Ratio 0.3 Critical LC Total, Web Crippling Capacity(lb) 9189.19 Actual Web Crippling(lb) 1859.79 Ratio 0.2 r Critical LC A3 Web Crippling Check Ok Messages List Overanspans: Positive Moment LC:A1:D Negative Moment LC:A1:D f Shear LC:Al:D Deflection LC:Total Web Crippling LC:Al:D Design is OX Span1: r�rr Positive Moment LC:Al:D Negative Nbment LC:A1:D Shear LC:Al:D Deflection LC:Total Web Crippling LC:Al:D Design is OX 4 ' y IT # r� z v r v or c • '9m � AA3A - y � �wmAym Nt� Z.m o o _'mom. m -'c Eff ` - o alyv �..9:� A gag m =n J r D y a a U . 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W,.....,_.,,,.._............... € � I -1 f i gg$ 7 4 i 999 j l« I I r.. a � �„M - ._.......,.._.... -.. - .. r e 3� S 3 ir_'.'...1 .............. 111t K; UU P I 1 3 f } I # 9 I p i f ; I I j I i --e e � .., F FRISOLI ADDITION HAWES AVENUE I HYANNIS,,MASSACHUSETTS _ - SOUTH ELEVATION ' s ARCHITECT: EDWARD F.STANESA 10 MILFORU STREET,UNIT*16 ,... "`_ "......� _......._ ..m._._.. ,,.✓"'" � �"' HULL,MASSACHUSERS,02046 TEL 617.304.0664 .._. .""—_ ............ _.._....._.. .____"__. _—....m___m_............ ...—..m_._......___�__. ....... _...... CEDAR SHINGLES, -_- -_ 4-1/2" EXPOSURE �"�- �� .... .............___... 1 s le l3 E t J 3 SEAMLESS €ZZ] JL ALUM. GUTTER 6'-811 X 6'-011 ANDERSO _MTE CEDAR SHINGLES �s 3 .................... ... .. �........,, s 4-1/2" EXPOSURE .__.._____ _ __ , E A.TCH E rM G_ _ __ E _ � M : D� ALUM. RAIN HANDRAIL.: -.. MATERIAL _. I LEADER E 1 X 6 WOOD TRIM £ ------------- i j a f� I E ... _...._.,..,.. fff C 12" DIA. C ILLED CONCRETE FOUNDATI N UBES AT DECK POSTS ............ FRISOLI ADDITION 74 HAWES AVENUE f HYANNIS,MASSACHUSETTS I 216 y O �...__._. ? AMBRIDG- MASS WEST ELEVATION 1 1/4"=1'-0'1 4 :� ARCHITECT: EDWARD F.STANESA 10 MILFORD STREET,UNIT#18 HULL,MASSACHUSETTS,02045 TEL 617-304.0684 1 i S 1 3 S i CEDAR SHINGLES JL_ 4' �t1 GYP. BD._41 41 4' _ � � o 3 £ °Osib VAPOR RETARDER � I I O( I _ R-13 BATT °O i INSU LATION II 3.4" PLY O SHEATHING EXISTING :w. _.. wM� OUNIATION WALL IF I %4" PLYW DOD SUB FLOOR -- VAPOR T RDER D �A► FRISOLI . - R-19 BAT .., SULATION " " GRADE ��P r s' ,ti: �� ADDITION \ P 74 HAWES AVENUE C? HYANNIS,MASSACHUSETTS .1321 .-.__...... ........ ......__.. ._.,........,..............,,........_... ..__._..._..-.... ...-._... _.m. ...._._......,.......,.........._ .. __.-,....._.. E Cq�dF DC?'- SECTION A-A 24 4'S BOTTOM 1/41t=11-011 y b-dh ARCHITECT: EDWARD F.STANESA 10 MILFORD STREET,UNIT#18 HULL,MASSACHUSETTS.02D45 TEL 617-304-0684 2 _. _ _ _- .__._..__ _... ___._ _ _ _.....__ .. _.- ._.. __,.._,,_,______.._._.�_..u.._.__......... _ � _ �,�� ASPHALT SHINGLES --m---- -- — --- ICE AND WEATHERSHIELD 34 PLYWOOD DECK -------------- ___ _....._ _.____ ___ ._._-_._..__..._..__ ___ _ _ __.,._ R-30 SPRAYED FOAM INSULATION IT { "STRAPPING _ ' � � '� ���) ...�._ ...._. VAPOR RETARDER 1 .._..,...,_.m ,__._ .............. _.__,.,_...-..,........_ y », .,__, k,ur U - 1/2" BLUE BOARD.WITH_.- ENEER PL __. i EXPOSED 2 X , COLLAR TIES Q O _ Ei 1 00 S d 3 _... s 1 £ € b g WOOD FINSH - ji E u b ,1g Src "L Tom!� {{ ....... __ W. 1 ' R- 19 BATT INSULA N .......... /4rr PLYWOOD SUBFLOOR FRISOLI `e sP At h7 .r �P s ADDITION a' 'J 74 HAWES AVENUE HYANNIS,MASSACHUSETTS W 3 2� C M R IDV" MD.ss � BOTTOM �� �. EXISTING FOUNDATION ARCHITECT:EDWARD F.STANESA 10 MILFORD STREET.UNIT#16 HULL.MASSACHUSETTS,02045 TEL 617-304-06114 ��— 8" DIA. CONCRETE FILLED _, ,. ........__._. _ _ ,...� .. SONO TUBES 4X4" PRESSURE TREATED 3 POSTS. SIMPSON CONNETORS TO CONCRETE O� 1i EXISTING CONCRETE o0 RETAINING WALL 91_2311 9-2311 a = 8 2 8 1 I 18" DEEP CONCRETE 1 I FOOTING ______._ W _.__... _..._.__..._. '6 __ _ 1 _. 8" CONCRETE EXISTING CONCRETE V FOUNDATION WALL, TYP RETAINING WALL "X 12" ANCHOR BOLTS AT - z 4'-0" OC. 12" FROM CORNER, TYPoc 0O 12" DEEP X 20" WIDE f I � CONCRETE FOOTING, TYP k8TT I I ' FRISOLI 21'-8311 f PAD A►� .y r ADDITION ........._.._., ..,.,,.,,. ......w..,,...,...,_.. __._,.._...,.,,...._......�.-..-___ ...._._.,.___._...,� QQ 74 HAWES AVENUE 3 1 HYANNIS,MASSACHUSETTS AN48FuU.•. H( i FOUNDATION PLAN 1 4 -011 ;r I � ARCHRECT: EDWARD F.STANESA i - -- -� 10 MILFORD STREET,UNIT#18 HULL.MASSACHUSETTS,02045 TEL............._..._...._.„..._..,....»......._ .._ ___________�...._...,_._..._... ._..._ .�._...._.._. ___M___m,.....m.m__._....._.........___m_.._.._.._____..,..__.......__.... ....._..._ .0"., ,.... .._.... .. W......, ,.. ........._.. 3 .�.....^ .„,..5 i 6 S P £ - - 2 " BAND GISTS-2 X_...__ x 1 2's P1 ' O PRE TP EATED POS L 1 2 X 12" BAND JOIST -- - 2 1 S ..,_... _. _... X 2 I S g 9F BlIDGING, 1 � L G, ryii. I 9 2 X 12 BAND JOIST — ° 'AP`� - FRISOLI ��P F s 3 ADDITION 74 HAWES AVENUE HYANNIS.MASSACHUSETTS 211_R311 arna��o�'" i 41-611 S g4 �,pbS ...... £ 1 FIRST FLOOR FRAMING PLAN ARCHITECT: EDWARD F.S ANES 10 MILFORD STREET,UNIT#16 �. .,...�...-..I 3 _.....,. ........„..,,,,...,.. _ m m�..................V�.m..... TEL.617A . 304-0664 i { y g ., ...,.._.... I ! ...................... m ..�.... x ] i 3 i t. I , T _u , 1 A-7 i ............ A-7 ..... ------ z 1 f j rF ji( 3 z I t ,,,..._ ._.�_... ...........�...0 / E11) At" 2 � I ���P�Y •uv w FRISOLI 4i ADDITION ' 74 HAWES AVENUE HYANNIS.MASSACHUSETTS ct ROOF FRAMING PLAN 7 mP ~ 1/411=1'-011 ...�.. ,..�. _ I I . 1 'i t �,AOR-q o®?a 1 o H ann15 CONSERVATION NOTES: MA 1.) LIMIT Of WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAYBALES OR tiI� r CLOTH SILT FENCE SHALL BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO �p THE COMMENCEMENT OF AMY WORK. Up O,a 2..) ROOF RUN-OFF.FROM ADDITION SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS AND DRYWELL5 OR STONE TRENCHES UNDER DRIP LINES. _ Salt Mar5h 3.)ALL DISTURBED AREAS-41ALL BE LANDSCAPED. PLANTINGS SHALL INCLUDE A MIXTJRE INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST. ILL ' w' u Q 4.)CONTRACTOR; BUILDER AND OWNER SHALL REVIEWTHE ORDER OF CONDITIONS PRIOR u r o LOCUS TO AND DURING CONSTRUC-ION. > 2 x 7 All, Nawe5 Ave. -- 5.5 ail FLOOD PLAIN NOTE: 4 i� / 'u a M FLOOD ZONE = A9 a°a 5 3.6 d NOT TO SCALE BASE FLOOD ELEVATION =10 AS SHOWN ON FEMA COMMUNITY /o` v+ m 3.5 PANEL 250001 0006 D /�o,� 6' x 3s PROPOSED DRY-WELL DATED JULY 2., 1992 ' PLAN BOOK 9 PAGE 103 FOR ROOF RUN-Off. � �. DEED BOOK 5995 PAGE 2GG r56 PROPOSED LIMIT OF WORK ° ASSESSORS' MAP 324 PARCEL 104 DOUBLE STAKED HAY13ALES 1 0 (SEE CONS. NOTE#1) .� n x 4,8 x 5.3 PROP05ED CONCRETE LEGEND 1 mW WALKWAY EXISTING CONTOUR \ \k 32 PROPOSED CONTOUR 6 % Removed Concrete Patio to be x 12.34 EXISTING SPOT GRADE 5.s �} 5.4 i .r 24x5 PROPOSED SPOT GRADE x 5.0 .� Portion of Existing Wail to be =W_ WATER SERVICE LINE 5 20 offer ` Removed and not Replaced Lawn .e x -O- OVERHEAD UTILITY SERVICE \, •►''� /00 -U- UNDERGROUND UTILITY SERVICE �. G- GAS SERVICE LINE o e'9 Q TE5T HOLE/ BORING LOCATION x6.7 x5.4 N/ ; c :o �� ST 5EPTIC TANK 5.7 tRebar �� BENCHMARK: g Found - Top of Rebar DB 015TRIBUTION BOX .6' A� P „ 'd " s o EL=8.3± (M5L 19.29 NGVD Datum) SAS 501L AB50RPTION 5Y5TEM ` x 5.3 5.622��/p Fd 8 5 ' a�� . .a 8 r a DWG BH BULK HEAD 7. 2q a 8 a. D�r���ay .s UTILITY POLE 6.9 �; 1� 7 d x 'tip. ; 4 . 8.6 E9 CATCH BA51N i �. 4 ie - 'Cr FIRE HYDRANT O x 6.9 `11 \ �,' t m -7,0 Roof D 1111 1' R 11. 4 ® WELL / a 0 DRAINAGE MANHOLE /0 , 7.2 o Fo g� 1j, a 1 <. Existing Retaining Will to be Replaced BOUND, FOUND O guff 6.8 , end we% i `'. �wY with . _. Q er ! j. of s at h C a 8,2 �✓ 'flew Concrete Petamc wail • TOE�Rt CONCRETE e +. LIMIT OF WORK ..� - � - x8.3 FENCE l 7.2 Post p 6:5 Gar:; \ 1, t 1 \ .6.3 EDGE OF CLEARING 6.4 x 6.8 1, eery 1 \ '\(.i Rebar � - ,1 •i 8, 8.2 x 8:3 Found 6.8 �� 3b 7.9 2/0, O 'b�' 6 host and x 6 % 8;2 F�, �,!Feryce j 82 LOTS 4�„744 175 8.1 fn 9e o ! Are a= 10,0uij jr<-: r_..... O �eryt i 07.8 ylll Flagpole X 7.7 719 y00, 3 2 p 4 R 20 OZ 7s S3 1 Street Sign, < �T A y O F �ayJ l�/ ,� •��.. rya cyG V Railroad Spike Found O'REILIDY , ca cWIL NO, M200 FLAN 5CALE I 20` 18)7.4 Man Hole(Sewer) Utility Pole cl&R.2 fz- M5. Janice A. Frlsoli 797 Cambridge 5t., Cambridge, MA 02141 51TE PLAN FOR CONSERVATION 74 Hawe5 Avenue, Hyann15, MA J.M. OTEILLY & ASSOCIATES, INC.. Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A 0 20 40 60 P.O. Box 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax GATE: SCALE: BY; CHECK: JOB NUMBER: --- -_ 5CALE I"=20' -- - =- - -- - - �IiC I AAa A 11-1 A 04/02/09 A5 Noted - - J : 0/f _ -JMO-- JMO-6184 ----_ _ _--G.WAJobs\Eris - to dJ N c� - S � v 1 j^ - - N � Q TLC F.fz p F_D t�,AJKT' 1 T 0 W4 ^ C� PL,IZT1 710 frr- C�EU � d F,ua L" to"i N4,-�4 — L PO SUN t� t ----------- -- LL— .� U I f P- T - SAT i Li Li r Sao, le i::z I A�2 1411 4 r _._ .- .- _ ... - .._ .- •.. .. �E,/F'-. -,. n. w.f - '-•S 3r.:_ .. -.- .- � - r. x - ,- .. , _ ,.. .. _.,r., .. -�• ., Ti!^': r�""� 3 fF-=r�{�71�!' .. J t .. q� ... �. .. :: .- Y . . Y .... , .. .. if da ♦ t .-. .. . :.n .M.. _ ..:J- + > - Y rr �', k •. ,r _ . ., .., ..• ,. _.. .. _". . .. .. ,. :,...... ': .. .,- .... ,,, ,rn -. .. F _y.,! "�., s.pi tiff 4 fix. 1. .. '! ;. -:. : -;:. :- .. .. .... r- ..- r _'� .1..,, - -... 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