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0037 WHITMAR ROAD
�y 9 �/9 � � _ - �� �. 1 II i7 Y II f F _ 133 7 � � � ' � m i In �r a n Y i 1 I o A� r {i °4 i r 1 a r • Town of Barnstable mot, , Regulatory Services Richard V. Scali, Director BAMS,,"M ; Building Division BARNSTABI,E Mass * -- 3� Thomas Perry, CBO ""S "'�-°39-201� 16 0 leas-zoia prE01i1�0rA Building Commissioner 573 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 27, 2016 i Richard Benoit South Shore Gunite Pools 7 Progress Avenue Chelmsford, MA 01824 Dear Mr. Benoit, It has come to our attention that the following pool permit that you have obtained lacks final inspections: 201204236 — 37 Whitmar Road, Marstons Mills In order to avoid.further action from this office you need to arrange final inspections. You must obtain all required inspections. A final electric and in some cases a final gas inspection are required prior to the final building inspection. Thank you.for your attention to this matter. Sincerely, �G �1 Robert McKechnie Building Inspector 508-862-4033 robert.mckechnie(aD-town.barnstable.ma.us N� ������ i i , �� ST-Pt YVI�P i PostalTM oRECEIPT CERTIFIED MAIL r` .. s nly t�- m a ^ OFFICIAL USE Ir Certified Mail FeeEr ��7 $ Extra Services&Fees(check box,add tee as appropRate) c np AA "{]Return Receipt(hardoopy) $ rl(, ) Ivt A (O ❑Return Recelpt(electronic) $ De O ❑Certified Mail Restricted Delivery $O ❑Adult Signature Required $Adult Signature Restricted DeliveryPostage m � Total Postage and Fees $ ttcpC), Ln Sent To - - o --•--- - 7 �1Z c2lt .. � Street and o.,or/PO Qox o. �tty State SIP+4eL�l� Qli --------- ------------------- Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique Identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted retum receipt for no additional fee,present this rl delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. 1`111 signature)that is retained by the Postal Service- Restricted delivery service,which provides -t- for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Q Important Reminders: Adult signature service,which requires the -U ■You may purchase Certified Mail service with signee to be at least 21 years of age(not —;IFirst-Class Mail ,First-Class Package Service0, available at retail). t or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mall service is notavallable for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified j ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent j with Certified Mail service.However,the purchase (not available at retail). tJ of Certified Mail service does not change the ■To ensure that your Certified Mall receipt is Insurance coverage automatica8y included with accepted as legal proof of mailing,it should bear a] certain Priority Mail items.____ USPS postmark If you would like a postmark on tT1 ■For an additional fee,and with a proper this Certified Mail receipt,please present your ---I endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for ' . the following services: postmarking.if you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion j of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply F—t You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.C' electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPOITTANE Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-0049047 Postal ClfRTIFIED o RECEIPT Domestic Mail Only For delivery information,visit our website at w0w.usps.corn". Q' Certified Mail Fee 117 Extra Services 8 Fees(check box,add tee as appropriate) is M ❑Ratum Receipt(hardcopy) $ C3 ❑Return Receipt(electronic) $ Postmark J p ❑Certified Mail Restricted Delivery $ Here Q` Q []Adult Signature Required $ -�/� ❑Adult Signature Restricted Delivery$ `�'I 7 2016 •' mPostage r� $ tq Total Postage and Fees _ S Ll $ � Sent To � � $`beet and Apt.No� Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,sU a retail v A unique Identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this C delivery. USPSO-postmarked Certified Mail receipt to the_ ■A record of delivery(including the recipients retail associate. -r signature)that is retained by the Postal Service- Restricted delivery service,which provides r for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent ja Important Reminders. Adult signature service,which requires the 'p ■You may purchase Certified Mail service with signee to be at least 21 years of age(not —0 Rrst-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age, international mail. and provides delivery to the addressee specified 3 ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent 3 with Certified Mail service.However,the purchase (not available at retail). p of Certified Mail service does not change the o To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a7 certain Priority Mail items. USPS postmark If you would like a postmark on M ■For an additional fee,and with a proper this Certified Mail receipt,please present your —1, endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for F—r the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion'u of delivery(including the reciplent's signature). of this label,afros it to the mailpiece,apply F-1 You can request a hardcepy return receipt or an appropriate postage,and deposit the mailpiece.t3 electronic version.For a hardcopy return receipt, rf complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Forth 3800,April 2015(Reverse)PSN 7530-02-000-9047 TM .o CERTIFIED o RECEIPT O e. brilly m = For delivery information,visit our website at www.usjos.come. OFFICIA13.2 IT Certified Mail Fee iIr $ S MA 6 Extra Services&Fees(check box,add tee as appropdatb` -�6 ❑Return Receipt(hardoopy) $ O O ❑Return Receipt(electronic) $ Postmark' r ❑Certified Mall Restricted Delivery $ I �e ♦3 ❑Adutt Signature Required $ = 2,� �{{11�� ❑Adult Signature Restricted Delivery$ Postage $ �g 1�9 Total Postage and Fees $ Sent To rq O � Street and Apt o.,or Pd Box N. ..................................... Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mall label), for an electronic return receipt,see a retail ■A unique Identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(Including the recipients retail associate. IT) signature)that Is retained by the Postal Service— Restricted delivery service,which provides -- for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent I� Important Reminders: Adult signature service,which requires the -p ■You may purchase Certified Mail service with signee to be at least 21 years of age(not ^r Rrst-Class Mail°,First-Class Package Service°, available at retail). or Priority WHO service. Adult signature restricted delivery service,which ■Certified Mail service is notavallable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified 3 ■Insurance coverage(§`aotavailable for purchase by name,or to the addressee's authorized agent 1 with Certified Mail'sei4e.Nowevej,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt Is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a 7 certain Priority Mail Items. USPS postmark If you would like a postmark on M in For an additional fee,and with a proper this Certified Mail receipt,please present your -�j endorsement on the mailpiece,you may request Certified Mail Item at a Post Office'for r_1 the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion j of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply r, You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.p electronic version.For a hardcepy return receipt, -'7 complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000-9047 • • COMPLETE THIS SECTIONON DELIVERY Complete items 1,2,and 3. A. Signature r0m Print your name and address on the reverse X Agent so that we can return the card to you. ���� ❑Addressee Attach this card to the back of the rnailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits: 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes,9A- IJA/ If YES,enter delivery address below: ❑No 7//C II I IIIIII I'll lil I I I I I I II II IIIII I!I l iI II I I lI III 3. Service Type 0 Priority Mail Expresso ❑Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted.) ❑Certified Mail® Delivery 9590 9403 0922 5223 8282 40 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise it _� _ ,,,ti„n,�_❑Collect on Delivery Restricted Delivery ❑Signature Confimlation- 2 ,Insured Mail ff ❑Signature Confirmation f 17 3 0 '0001 4 9 9 0 ,,risured Mail Resirioiea Delivery 1 I I 1 Restricted Delivery. r Ill 1'1 (insured PS Form 3811,}July'2015 PSN M.0-'02-000-9053 Domestic Return Receipt USP 2 . First-Class Mail Postage&Fees Paid USPS Permit No.G,u. 9590 9403 0922 5223 8282 40 United States 'Sender:Please print your name,address,and ZIP+4®In this box• Postal Service TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST HYANNIS, MA 02601 41 11fl�ll�'Jil:f)f,���„11111'f�ll�lJfiJllil'Il!'.1J�l�ji.11lf,Nlf1 � SENDER: COMPZETE THIS SECTION. COMPLETE THIS SECTION ONDELIVEHY-----J ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X O Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• R ived by(Printed me) C. Date of Delivery or on the front if space permits. 1. Article Addressed to; ; D. Is delivery address different from item 1? ❑'Yes' If YES,enter delivery address below: 0 No' Kc' N2ggM,� /°D '601-e.lad/ II I 3. Service Type ❑Priority Mail Express®'" Adult Sighature ❑Registered MaiIT ❑Adult Signature Restricted Delivery ❑Reg IIIIII till 111111111111 ME 11111111111111111 II I I III I I II III ❑ istered Mail Restricted Certified Mail® :livery 9590 9403 0922 5223 8282 57 ❑ ertified Mail Restricted,Delivery Receipt for ❑Collect on Delivery Merchandise ^Collect on Delivery Restricted Delivery ❑Signature Confirmation � 7 015 17,3 0. 0 0 01 -4.9 9 0'.4 3 6 011 e:Insured Mail ❑Signature Confirmation r t + , , r Insured Mail Restricted Delivery Restricted Delivery .. ., .. . ,. PS Form 3811,July 20115 PSN 7530-02-000-9053 Domestic Return.Receipt i USPS TRACK First-Class Mail M Postage&Fees Paid USPS Permit No.G-10 9590 9403 0922 5223 8282 57 United States 'Sender:Please print your name,address,and ZIP+4®in this box• Postal Service TOWN OF BARNSTABLE. BUILDING DIVISION 200 FAIN ST. HYANNIS,. MA 02601 ��Iliil3iSlI1111I'ijjljiJiil vil�fil'�Ii�'111i�jii.�i`�1�131'll�ilr;' 71 ■ Complete items 1,2,and 3. IA. SignatureIQ■ Print your name and address on the reverse Agent so that we can return the card to you. �� El Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed a C. Date D ery or on the front if space permits. tI 2 f�d 1. Article Addressed to: D. Is delivery address different fro I m 17 Ld Yes / If YES,enter delivery address Now: Ej No '0 3. Service Type O Priority Mail Express® II I IIIIII IIII I�I I I I I I I II II IIIII I'I I'II I II II III istered MajlTM O Adult Signatu Ma Ir Restricted Delivery ElRD Adult Signature 0 gisetreyred Mail Restricted O-Certi.9590 9403 0922 5223 8282 33 ❑Certified Mail Restricted Delivery 76LAetum Receipt for 0 Collect on Delivery • lvMlerche dise 2,_Article_Numher_[Tranefp.>.,..,-ep .r -� -"_ ❑Collect on Delivery Restricted Delivery p Signature ConfirmationTM ❑Insured Mail ; ;; 0 Signature Confirmation 'x •7 015 !17 3 0 °0 0.01'. 49 90 4 414 , ,Insured Mail Restricted Delivery Restricted Delivery over$500) jFS Form 381,1,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail Postage&Fees Paid USPS Pe mi No.G-10 I 9590 9403 0922 5223 8282 33 United States •Sender:Please print your name,address,and ZIP+4®in this.box• Postal Service TOWN OF BARNSTABLE BUILDING DIVISION i, 200 MAIN ST HYANNIS, MA 02601 I I i��3,i�:,,3'I'i�,'I'�1r�,:� 1i1:'II'�I'ift,,il,,,,1�11,,# lti,:,)►� Town of Barnstable oFE Regulatory Services Richard V. Scali,Director • Building Division BARNSTABI;E •ABNSTABLE,ps 16 9. 0 Thomas Perry, CBO 1639-2019 Building Commissioner �Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 January 27, 2016 Bradley,Paddock P.O. Box 1201 Forestdale, MA 02644 Dear Mr. Paddock, It has come to our attention that the following building permit that you have obtained lacks final inspections: 201302042 — 37 Whitmar Road, Marstons Mills In order to avoid further action from this office you need to arrange final inspections. You must obtain all required inspections. A final electric, a final plumbing, and a final gas inspection are required prior to the final building inspection. Thank you for your attention to this matter. Sincerely, Robert McKechnie Building Inspector 508-862-4033 robert.mckechnie(cD-town.barnstable.ma.us i Town of Barnstable oFtHe, Regulatory Services Richard V. Scali,Director ,,,MS.,BM ; Building Division BARNSTABI,E was;os�ws' `�uxr�soait cbA iG3q. ♦0 Thomas Perry, CBO 1639-2014 rED"A°�p Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 27, 2016 William McNamara 37 Whitmar Road Marstons Mills, MA 02648 Dear Mr. McNamara, It has come to our attention that the following building permit that you have obtained lacks final inspections: 201205219 — 37 Whitmar Road, Marstons Mills In order to avoid further action from this office you need to arrange final inspections. You must obtain all required inspections. A final electric, a final plumbing, and a final gas inspection are required prior to the final building inspection. Thank you for your attention to this matter. Sincerely, Robert McKechnie Building Inspector 508-862-4033 robert.mckechnie(aD-town.barnstable.ma.us i Commonwealth of Massachusetts Sheet.Metal Permit Map Parcel Date: y i X-PRESS PERMI Permit#,c�?O Estimated Job.Cost:$ ��O JAN 15 2014 Permit.Fee: $ qS- Plans Submitted: YES NO Plans Reviewed: YES NO Business License# TOWN OF BARNSTABLE applicant License# S Business Information: Property er/Job Location Information: Name: �'V� U�61 ! '� wl1� Name: G(/ IVA-W�A Street: Street: 3 City/Town: 1�Q City/Town: Telephone: —Z V'Z��7 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Iaftl J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10',000 sq. 1!2-stories or less Residential: 1-2 family Multi-family Condo!Townhouses Other j Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square.Footage: under 10,000 sq..ft. ✓over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: i. INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes a?'<Ori If you have checked YM indicate the type of coverage by.checking the appropriate box below: policy Other type of indemnity Bond El A liability insurance OWNER'S.INSURANCE WAIVER:I am aware that the licensee does not have the insuranc oxoverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit applicatio Is requirement 777 Check One Only Owner ❑ Agent Signature of Owner aiees Agent By checking this box[],I hereby certify that all of On details and Information I have submitted(or entered)regarding this application are true arid 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 in compliance with all perfinerit provislon of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct Inspection required prior to insulation installation:YES NO PrvgMs lijagectiogs Date Comments I. Date Comments Type.of License: 3y [ Raster Fite ❑Master-Restricted V 'it`/Town r-lioumeyperson Signature of Liknsee ?end# []Joumeyperson-Resbicted License Number. 69 K3�5- =ee$ 0 Check at www.mass.aoV1dW nspector Signature of Permit Approval The Commonwealth of Massachusetts Dep=bnent of 1nAustrW Accidents Ofike einvenvations, 600 Washington Street Boston,MA 02111 U!.p www.mass gov/dia ' Workers' Compensation Insurance Affidavit:Builders/Cantractots/Eledricians/Plumbers Applicant Information -Please Print Name(Bus iness/orgmizahon&dividuat): tr `- -Address: j City/StaWZip:. Phone.#: ( - 9(J -2-67 Are you an employer?theck the appropriate box: Type of prof ect(required):: 1.�am a employer with 10 •4. ❑ I am a general contractor and I 6. ❑New construction . employees(fiili and/or part time).*, have hired 8re sub-conirwtors 2.❑ I am a'sole proprietor or partner- listed an 'attached sheet 7. ❑Remodeling ship and have no enployees These sub-contractors have 8. ❑Demolition working for me in any capacity employees and have workers' 9 LT addition woworkers'cd+ insurance •t ed] .� 5. We are a corporation and its 10.E Electrical repairs or additions '3.❑ I am a.hoaneowner doing an work of have exercised their ?1.❑Plmobing repairs or additions myself( ' mp. of exemption per MGL 12.❑Roof repairs li o workers co xempti insurance required.)t c.152,§1(4),and we have no " employees.INo workers' 13.❑Other camp.insurance required] •Aar appficaac ffW eh�box#1 must also fin ourtbe section bdow showing fti v rimre c mpeasation pdcy information. t Eiomeownecs who submu this aTWav1dn&=rmg they an doing all work and then bin outside cantracwrs must submit a it in new affidavit such. tConawtm that check this box=at attached m additional sheet sbowmg the name of tare sub-contractors and state whether oruot thox entities have employees. If fe subsAnttactora bave earployees,They most provide their wmi=s'comp.polieynumba. I am an employer that is providing workers'compensation insurance for my employees. Below is he policy and job site information. Insurance Company Name: 70 I. Policy#or Self-ins.Liz.#. 6 go 0� 7 l U 6 1 -7 Expiration Date: Job Site Address: CY 7 .°GJ 4/��n 4 City/St Lw ip: oc? Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Faihrre.to sectme coverage as regaired under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 5ne up to S 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 S250.00 a day against the violator. Be advised that'a copy of this statemaot may be forwarded to 1he Office of Iavestieations of the DIA for insurance coverage verification. I do hereby cadlyandpr the p Penalties of perjury that the information provided above is.true and correct g' p Date: f Phone k V��a ^ 7 90_Q op e 7 Of7ficial use only. Do not write in this area,to be completed by city or town offxjaL City or Town: PermitUcense# -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 i r AC�® DATE I MIDD/YYYY) `„� CERTIFICATE OF LIABILITY INSURANCE 6/14/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debi James NAME: Leonard Insurance Agency, Inc PHONE (508)428-6921 FAX No:(508)620-5606 683 Main Street E-MAI ADLDRESS• eonar debi@lda en com g �• Suite B INSURERS AFFORDING COVERAGE NAIC If Osterville MA 02655 INSURERA:Travelers Indemnity of America 25666 INSURED INSURERB:Travelers Cas & Surety of IL 19046 Bourque Heating and Cooling Inc. INSURERC:Travelers Indemnity Co. 25658 B&L Equipment LLC INSURERD:Continental Casualty Company PO BOX 770 INSURER E: Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBER:Master 2014 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 I TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO_RMTrEU__ X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 500,000 A CLAIMS-MADE 7 OCCUR 680BB790617 /17/2013 /17/2014 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY EOMaBBII tlEeD ml SINGLE LIMIT 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED -8B791085-12-SEL /17/2013 /17/2014 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 C I EXCESS LtAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ -8B791269-12-42 /17/2013 /17/2014 $ WORKERS COMPENSATION WC STATU- DTH- AND EMPLOYERS'LIABILITY Y/N ANY OFFICER/MEIMBER PROPREXCLUDED?ECUTIVE[NE N/A E.L.EACH ACCIDENT $ 1,000,000 D (Mandatory in NH) 6S59UB-5B39530-A-13 5/17/2013 05/17/2014 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 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 Bourque Heating & Cooling Co. Inc. ACCORDANCE WITH THE POLICY PROVISIONS. B&L Equipment LLC PO Box 770 AUTHORIZED REPRESENTATIVE Marstons Mills, MA 02648 Tina Boulos/LEOTBI ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025/gmnnsi m Tho Ar:non n2mo onrl Innn 2ro ronicfororf m2r4e of Ar:f 1R11 f Town of Barnstable Regulatory Services ' w►a = Thomas F.Gefiv,Director Building Division Tom Perry,BuW4 Oomaoieemr 200 Main Shtci Hyam*MA 02601 wwtown.baraetable.ma.ua Office; 508-8624039 Fax: $08-790-6230 Property Owner Must Complete and Sign TWs Section If Using�„Bullder as oo of tho subi=t PWPertY hembp mthorize Uf, �,V►� lJt ^ to act on my beW m ail matters relative to arork authorized by this boiiclittg pemnit. t (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 'V Sign a er Signature of App Print Name Print Name i Date Q:FORAISDWNMZPF.RU WMV00I5 ISE� R - — Asa' R ,�a•3:8FIF�. M K y oe>rRrby, 874CROOKEDfCARtWAIG�k`,�, xtiY �AARSTONS bItLLS Mx1 626�81005 �5'UD 0613.2013 Rer 071S2Q09� x�' Y:"O:OM:I♦fiONWEALTH OF MASSAC:HUSETTS-....`' SHEET'METAL-WORK ERS `.. AS:A:'MASTER-UNRESTRICTED ..._ `..-:'.I$SUES.T IEAP.GVELJCENSETG:.:::::`.':. .-RCBERT:.•G. .BOUR UE... :,.. . . - . KED GRRTWAY:. :.�•::'::-:?`::;::'�...;: ,. T•. 't' ARSTONS MILtSYMA U2648=1QQ i z6435 . _ 05/28/I4' :163515 , i I ��* � _ i No IJ G 1 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel Applicati. �� Health Division Date Issued S l�? l Conservation Division Application Fee UU Planning Dept. Permit Fee �� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address '1 W h ► F ((1 F�(� �d Village Owner 11) (L- L 1A Address �b l 10n� �Anlq•i2 C-6 Telephone Permit Request Adt.t l %o N OF CONS►jJ /A)6 OF -tmt b ED �F o`I yz AA) ,Square feet: 1st floor: existing proposed I l Q 2nd floor: existing proposed Total new a'db A. .Zoning District Flood Plain Groundwater Overlay Project Valuation 1 ob Construction Type U)QQQ1Fh4#Jf Lot Size Grandfathered: ❑Yes �A No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure \ AiZS Historic House: ❑Yes .A No On Old King's Highway: ❑Yes 4 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) '�00• Basement Unfinished Area(sq.ft) ??Qn Number of Baths: Full: existing new Half: existing ( new C7 Number of Bedrooms: existing new Total Room Count (not including baths): existing new 3 First Floor Room Count Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑Other Central Air: LkYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool:4 existing El new size _ Barn: ❑ existing ❑ new size_ l Attached garage: ❑ existing (Anew size _Shed:.iA existing ❑ new size _ Other: � o O Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I No If yes, site plan review # o Current Use R S I OF nlC E Proposed Use APPLICANT INFORMATION q ra (BUILDER OR HOMEOWNER) Name f ?,gaLE_\t VAcVY5) V_ Telephone Number Address 9r) License # Q Home lmprovement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE s FOR OFFICIAL USE ONLY APPLICATION# d i f ` DATE ISSUED J MAP/PARCEL NO. S ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' j._,;FOUNDATION ' Fo r'O .y/ /1t c �o- 32. o�/�ce�r TFRAME 0 € INSULATION t3 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL—. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. { Town of Barnstable Regulatory Services BAIUMt " 'MAS& ' Thomas F. Geiler,Director ° ►`� Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 PLAN REVIEW Zo l D Zo y� Owner: '4fG j)Am R-Kq Map/Parcel: 7 ll0 Project Address �1��/r/y�¢/Q/ Builder: Aw, The following items were noted on reviewing: )AW-70A) A9,f?e &9*y#eK' llj-'641 1??C A1J-r,-q1e-r -5-6:r,9 30 ` ono oN� &Lr4 a'Orp"Ir 41'!';o aGo O iS'��vh �ooR Av I& S Wo WA1 16 c2 Y'O .67 .re,a Q 9L-41c� SiZeew*rE 3 ��L��D7lS7o- eiqlz IK -,D Aj ct Reviewed by: Date: f 3 0 I QTorms:Plnrvw I I r = The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations i 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/Organizationdndividual): P R dl 6 o CSC Ao kA F. Address: ����C 1)c, 1 City/State/Zip:.. — Phone#: 5� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer.with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.[�g I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition. working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp. insurance.t 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 11.❑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. tContractors 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 Address: City/State/Zip: .Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50.0.00 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.,certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: �3 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: w. Phone#: 1 Information and .Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. . Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more .. of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing'employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work oa 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 Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your-situation and,if. necessary,supply sub-contractors)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-einployees 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 ' the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. _ Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current. policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city.or. ' town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the-' . . applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled.out each year. Where a home owner 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 Tel, #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia r Town of Barnstable ti Regulatory Services * MRNMBLFE MASS. g Thomas F.Geiler,Director 16.19.,. ,0 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 I, uJ (LLB am M(•-IU 4, m III-C 4 , as Owner of the subject property hereby authorize (SO LC I . P M d.O c K to act on my behalf, in all matters relative to work authorized by this building permit 3� t�u4,1+ m�4r2 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signa e Owner Signature of A licant Print Name Print Name cf ` V3 Date Q:FORM&OWNERPERMISSIONPOOLS 62012 • 5 l Town of Barnstable IK�E lti Regulatory Services WMNST,ILE, : Thomas F.Geiler,Director Muss, 9�A 1639• .��A Building Division TED MA't 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:forms:homeexempt Page 1 of 1 Mckechnie, Robert From: Bill McNamara [Billmcnamara@comcast.net] Sent: Thursday, May 16, 2013 9:38 AM To: Mckechnie, Robert Subject: 37 Whitmar Rd -garage addition Hello Bob We are planning to add on a garage with a bonus room over the parking bays. This room will be used for my personal office and a family room. Thank you Bill McNamara ®' O e+ CO M la7 5/17/2013 ' A TYC Gidde to I-Vood Construction hi High Wind Areas:110 inph WindZoUl Massachusetts Checklist for Comp*li1lnce (7uo Cm11530/:2./'1/5 CheckCompliance . 11 SCOPE ' VMndSpeed(�sao gusU----------__'--'--._-'---_'-_-------_-�_. 11O mph WindExposure ------'-_-_--_.—_---.............................................................B - ' C c� 'Wind Exposure -----E�ng�eahngRequhedFor EnUnePn�e� -------------' -_-- 1.2 APPLICABILITY � Number of ' excaads8in12sbpeuhoUboconsdan�daoto�� �-� stories �2s�hea ' 2 ' 12Y2 � � Roo Pdzh---_---�.--.:---_--'_----'—'- ) Mean Roof Height ..................................................... zl ................................................kl ft i5'33' 41 Building Width,VV ............................................................''. ig u) Building Leng�. L -_-----_'_---':--`----(�gu) - - � Building Aspect Ra§oUL[A0 ................................................(F�4)-----'_--L�4"�y-. Nominal Ho�hdcfTa|�s Openng^ -'-----_-,-.(�g4)-'-------------'��]�l-s�/u' ' | � 1'3 FRAMING �commEcl|omS General compliance with framing connections....................(Table 2)............................................................... /^'~ � ' 21 FOUNDATION � Foundation Walls.meefing requirements of78OCMR54841 ' � Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ............................................................... � 22 ANCHORAbETD FOUND/Q1O0"3 / �/u'*ncmoru000vmoeooeoor5/o rrnpnm�ryxxeonanx�a*ocn��asano/u:/"uuve"/u"/.c== ^y | � � w Bolt Spacing-gonend .......................................... 4) � 8o�Spacing fmmand�o�tofpl�o ------..'---.. ---._-.�----' --1,�� � ` ~ BoltEmbedment-concrete.........................................(Fig .-- ............................................. � Bolt Embedment-moson�'-'-_--,-.-----.8�g ............�--'_--'--'— ' in.L-15� � PlateWasher.................................................................(Fig 5).............................................._�-3^x3^c�� 3.1 FLOORS � Floor-framing member spans checked ...............................(per 7DOCyWR-Chapter 55)................................... Maximum Floor Opening Dimension................................... O).................................................. ft:512' Full Heigh VVa|Sb�dsadFborOp�n�gs�ssd�on��hnmE�ehorVVaU0�gO)--------.....-.--. MbximumF�o Joist m= �\ � �d � SuppohingLoodb�ahng Walls urSheane�U--.---(Fig 7)'-.--_------'_-.---.`��. Maximum Cantilevered Floor Joists � � �) � sd DuppodingLoadbeohngVVa/bnrShoanwaU-----.U=� .----'-'-----.,'----.�^�' Fioo!Brodngot2odwa|�-.---------------'' y>----...-'�.---------------'-' � F|oorSheathing Type ........................................................ 7UOCKAR Chapter 55).... ----. �.. .. Floor Sheathing Thickness ...........................................:.....(per 7DO CMR Chapter55)..... ................. Floor Sheathing Fanberfing....................................................(Table 2)- d` d nails ad4 in edgo/ Q' in field � 4.1 WALLS � Wall Height � Loadbeahng walls......................................................(Fig 1D and Table | v«*Us'-_-�_---'-_�-.''_ and Tob�5) � � . -' G-----'~' . and u� ,,.wuu�u ---________________�' � ., .____ _-��_ � VV�U3b�g'hf�e� -._---_----_--.—.--.'(�gs7&8).............................................{/_� sd � � 4.2 EXTERIOR-vuAn S3 . VVoodSbuds � � in.Loadbea�ngv�d$--__----.----------[[ab���---------_ ' (Table 2�� � � � in.GameEngvvaou�mng'Non-Loadbearing walls � � _ 1 -'�' -�--- F�orLeng�-___-��--.-'�.. 11)............................................. ��V�3 p' 'Gypsum 11)............................................ ./_ft�tCiSVV - � and 2x4 Continuous Lateral Brax6e @G ft.o/c. .. (Fig 11)........................................................ �--� or 1 x 3 ceiling funing strips @ 15"spacing min.with 2 x 4 blocking @*4 ft.spacing in end joist or truss bays Double Top Plate . Length .---_-�_--'__----'''0�g13andTab�G)---_.--- Splice_ ��' ��-- � . Splice Connection (no.of1Gd common nails)..............(Table O).........................................................��_ AFDC Guide to [Vood Construction in. Hjg1h Wind Areas: 110 nrph 1'Vind Zone Massachusetts Checklist for Compliance (790 CMrz5301.2.1A)' Loadbearing Wall Connections / ' Lateral (no.of 16d common nails)..:.....::.:....................(Tables 7).......................---........................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8).............................................:......... Load Bearing Wall Openings (record largest opening but check all openings for coMpliance Table 9) HeaderSpans ........................................................(Table 9).................................. ` ft 0 in.s 1 V Sill Plate Spans ........................................................(Table 9).................................:,�ft-42-in.<11' l Full Height Studs (no. of st(ids)..............................:.....(Table 9)....................................................... l/ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans...... ...................(Table 9)................................. ft in.<12' Sill Plate Spans...........................................................(Table 9).................................._ft_in.< 12" Full Height Studs (no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening 2 ...............................................................................�<6`8" SheathingType..............................................(note 4)..................................................... . Edge Nail Spacing.........................................(Table 10 or..note.4 if less)................... ...�_in ' Field Nail Spacing.................:..........:.............(Table 10)........................................... _.... � L. Shear Connection (no. of 16d common nails)(Table 10)................................................ ... Percent Full-Height Sheathing able 10 ° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...... ...... L Maximum Building Dimension, L Nominal Height of Tallest Opening2..........................................................................5 <6'8" SheathingType.............................................(note 4)...__.............----•-....................... .....F • Edge Nail Spacing.........................................(Table 11 or note 4 if less).................... ...Feld Nail Spacing...........................................(Table 11).._......._........_....:..................... 4 Shear Connection(no.of 16d common nails)(Table 11)........:..................................I...... Percent Full-Height Sheathing.......................(Table 11)............................................:. ..5%Additional Sheathing for Wall with'Opening>6'8"(Design Concepts)..... ... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS `/Rafters Roof framing member spans checked?....................... (For use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. .�_ft<smaller of 2'or U3 Z 71 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=23� plf' Lateral.............................................(Table 12).............................................L= plf Ridge Strap Connectt Shear s, if collar ties not used per page 21e. ( S= if . l ..... ..................... 9 P P P ( 9 (Table 13)...............................T= plf Gable Rake Oudooker........................................... Fi ure'20) ft<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Wails Proprietary Connectors Uplift.......................:..................... (Table 1 4)............................................U= 5--"7b. Lateral(no.of 16d common nails)...(Table 14).....................:........ .......L=L2 . Ib. Roof Sheathing Type................. ......•..................,.......(per 780 CMR Chapters 58 a 9)............. Roof Sheathing Thickness....:....:............................:..... ............................................. in.>:7/16'WSP Roof Sheathing Fastening............................................(Table 2)..................... ............ ................. 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 Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Excepe.tion:Opening heights of up to 8 fL 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. Town of BarnstableR � �E Regulatory Services 10 . . �t i19 Thomas F. Geiler,Director 63 16 Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us iIM Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW - ,tp!3o?-o Vz Owner: A&'* Map/Parcel: Project Address374Mrr*#". Wt Builder: The following items were noted on reviewing: oN ��In- � G/�- �o �, i . r, I �&r«Al Get t�t� �pp �4- �C— X- /,*7 �vW- Ko�jj �" �(/�¢GG 5 — /'PEA u.//�E�► 5p6�c-1 0C.-'rc. 641C.4 &vd e y: Date: �� / ••'' , r Q:Forms:Phuvw Job No. 12-063 Lewis 227 Exchange St. Sheet No. Summary of 18 Millis,MA 02054 Computation By: M Walsh Date: 11-Dec-12 W,I,h (508)376-1124 Checked By: Date: Engineering Scale: N/A 1 2 3 a 5 6 7 a 9 to 11 12 13 14 1$ 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Client: SPB Designs,LLC(Peter Bissonette) 1 PropertV McNamara Residence,37 Witmar Rd.Cotuit MA 2 Scope: Size beams and supports for garage addition. Evaluate braced wall lines for lateral loading. Stamp plans. References: 1. 780 CMR Mass State Building Code-8th Ed.&IRC 2009 f 2. NDS National Design Specification For Wood Construction U 7 3. Engineered Lumber Manufactures s Design Data-Microllam by Weyerhouser 4. Steel Construction Manual,ASD 9th Ed. 9 5. Building Code Requirements for Reinforced ConcreteACI 318-89 10 Summary: 11 17 Reference Drawings by Client 13 L. Braced Wall Line Analysis: 5 The house design depicted on drawings by SPB Designs,LLC meets applicable provisions of 780 MMR and the International Residential Code. 16 17 2. Beams,Columns,and Supports: 1E See the schedule of beams on sheet 3 of these computations. Computations for all engineered lumber and steel members are shown on sheets 4 through 18 of these calculations. Beam and column designations are 19 reflected on the final stamped plans for cross-referencing. 20 21 22 23 24 23 2�_ OF MASS26 9cS F MICHAEL E. m WALSH 27 U STRUCTURAL t1i1 NO.40283 29 CNAL 3o 31 32 Notes: " 1. LVL Bending Stress, Fb=2,800 psi Mn. 8. Basic Wind Speed= 110 MPH 34 2. LVL Shear Stress, F„=290 psi Min. 9. Wind Exposure Category"B" 35 3. LVL Modulus of Elasticity,E=2.OE6 psi Min. 10.Basic Snow Load=30 PSF 4. Dressed Lumber shall be SPF No.2 or better 36 5. Concrete Compressive Strength 3,000 psi 37 6. Soil Bearing Capacity 2,000 psf 30 7. Steel Shall Be ASTM A-36 i I Job No. /Z 957�p3 L e w i S 227 Exchange St. Sheet No. / of i8 8¶ Millis,MA 02054 Computation By. /! �,f7w Date: 12-'&W. Il h (508)376-1124 Checked By: Date: ENGINEERING Scale: ' 1 7 3 4 s 6 7 6 9 10 11 17 13 14 Is 16 17 1 19 19 70 71 22 73 2/ 73 76 7/ 78 79 30 , , : v; ✓. 7 ----0------��--------------------------- : 37 -- - ---//Ct/l!Qi'1Q/,K ..(.!CGS!%t�-G(!GG -•.................................. .. ---- --• --- --- --- ---•- - --- 37 . ,,!P! iPp/ ------------ ,y,y < - - •- •--- -- .---- -- -•- --- --- -- -- -_. ..: . : ._.,._ .._,......,......:�ari.t. .!?� Qr✓,�e .. _:iv:v�r.c. ._ .��-s6!����Ct�.!��/, � /�/1 jLLf �/9 ,�/7 p II O____=Y._NI;�Q •s.a__`R(� i!: ...Q�� Y! 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E ® ]06 SUMMARY REPORT II�SII r Job 12-063.4te 01:Roof Member Name Results Current Solution Comments Roof:RB-01 Passed 2 Piece(s)2 x 12 Spruce-Pine-Fir No.1/No.2 Roof:R-02 Passed 3 Piece(s)1 3/4"x 9 1/4"1.9E Microllamp LVL @ 16"OC Roof:RB-03 Passed 1 Piece(s)2 x 12 Spruce-Pine-Fir No.1/No.2 Roof:R-04 Passed 1 Piece(s)1 3/4"x 9 1/4"1.9E Microllamp LVL @ 16"OC Roof:RB-05 Passed 2 Piece(s)1 3/4"x 24"1.9E Microllamp LVL Roof:RB-06 Passed 2 Piece(s)1 3/4"x 14"1.9E Microllamp LVL 02:2nd Floor Member Name Results Current Solution Comments Floor:J-07 Passed 1 Piece(s)2 x 30 Spruce-Pine-Fir No.1/No.2 @ 16"OC Floor:FB-08 Passed 3 Piece(s)2 x 12 Spruce-Pine-Fir No.1/No.2 Floor:FB-09 Passed 2 Piece(s)2 x 12 Spruce-Pine-Fir No.1/No.2 Floor:FB-10 Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Floor:3-11 Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 @ 16"OC 03:Columns Member Name Results Current Solution Comments C-01 Passed 1 Piece(s)5 1/4"x 5 1/4"1.8E Parallam@ PSL C-02 Passed 1 Piece(s)3 1/2"x 5 1/4"1.8E Parallam@ PSL C-03 Passed 1 Piece(s)4 x 6 Spruce-Pine-Fir No.1/No.2 Forte Software operator Job Notes t 12/11/2012 8:50:26 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 1 of 15 Page 3 of 18 r r ° MEMBER REPORT Roof,Roof.RB-01 PASSED F O R T E 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:12 0 0 0 0 1200 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1076 @ 0 3 8 1913(1.50") Passed(56%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 900 @ 12 12 3493 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(R-Ibs) 3072 @ 6 0 0 5306 Passed(58%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Deft.(in) 0.092 @ 6 0 0 0.571 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.145 @ 6 0 0 0.761 Passed(L/947) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(U240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 115 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Frye Snow Total Accessories I.-Hanger on 11 1/4"LVL beam 3.50" Hanger' 1.50' 409 480 720 1609 See note' 2-Hanger on 11 1/4"LVL beam 3.50" Hanger' 1.50" 409 480 720 1609 See note' -At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger - 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger U210-2 2.00- N/A 14-10d x 1-1/2 6-10d x 1-1/2 2-Face Mount Hanger U21D-2 2.00- N/A 14-10d x 1-1/2 6.10d x 1-1/2 Tributary Dead Root Live Snow Loads Location Width (0.90) (mrrsrww:1.25) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 12 0 0 400 15.0 20.0 30.0 Roof Member Notes Header over Doghouse Donner //�� Weyerhaeuser Notes (ZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design aiterla and published design values. Weyerhaeuser expressly disctims any other warranties related to the software.Refer to anent Weyerhaeuser literature for installation details. (www.woodbM.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as debennined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte software Operator Job Notes 12/11/2012 8:50:27 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 2 of 15 Page 4 of 18 F 0 R T E ® MEMBER REPORT Roof,Roof:R-02 PASSED 3 piece(s) 13/4"x 9 1/4" 1.9E Microllam@ LVL @ 16" OC Overall Sloped Length:20 2 0 0 0 1500 1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 2770 @ 0 2 8 7809(3.50") Passed(35%) — 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 2449 @ 0 10 9 10611 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 9994 @ 7 7 8 20100 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.578 @ 7 3 9 0.944 Passed(L/392) — 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Dell.(in) 0.937 @ 7 3 8 1 1.258 Passed(L/242) — 1.0 D+1.0 S(All Spans) Member Pitch:10/12 Deflection criteria:U.(L/240)and TL(IJ180). Bracing(Lu):All compression edges(top and bottom)must be braced at 19 1 12 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4%increase in the moment capacity has been added to account for repetitive member usage. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Total Accessories Live 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 1075 1130 1695 3900 Blocking 2-Hanger on 9 1/4"LVL beam 3.50" Hanger' 1.50" 660 710 1065 2435 See note' •Bbdking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional Information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger HU61OX D40 2.50" N/A 1+16d common 6-16d common LSTA15 Strap Dead Roof Live Snow Loads Location Spacing (0.90) (Mr naw:1.25) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 15 0 0 16" 15.0 20.0 30.0 Roof 2-Point(lb) 800 N/A 409 480 720 Reaction From RB-01 3-Uniform(PLF) 0 0 0 to 8 0 0 N/A 90.0 120.0 180.0 Member Notes Rafters on side of Doghouse Donner Weyerhaeuser Notes (ZjJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the stung of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disciaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.eom)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonete) Fore Software operator Job Notes 12/11/2012 8:50:27 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.nel Cotuit,MA Page 3 of 15 Page 5 of 18 F 0 R T E o MEMBER REPORT Roof,Roof.RB-03 PASSED 1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:8 0 0 0 0 800 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location - Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1226 @ 0 3 8 1226(1.92") Passed(100%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 916 @ 6 9 4 1747 Passed(52%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(R-lbs) 2273 @ 4 0 0 2653 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.059 @ 4 0 0 0.371 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodorogy:ASD Total Load Deft.(in) 0.090 @ 4 0 0 0.494 Passed(U986) I — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:U.(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 4 5 1 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Roof Supports Total Available Required Dead Live Snow Total Accessories Live 1-Hanger on 11 1/4"LVL beam 3.50" Hanger' 1.92" 451 580 870 1901 See note' 2-Hanger on 11 1/4"LVL beam 3.50" Hanger' 1.92" 451 580 870 1901 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional Information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger U210 2.00- N/A 10-10d common 6-10d x 1-1/2 2-Face Mount Hanger U210 2.00- N/A 1D-10d common 6-10d x 1-1/2 Tributary Dead Roof Live Snow Loads Location Width (0.90) (rm"s :1.25) (1.15) Comments 1-Unlforn(PSF) 0 0 0 to 8 0 0 7 3 0 15.0 20.0 30.0 Roof Member Notes Header Over Shed Dormer //�� Weyerhaeuser Notes 7A\SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design Criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Sissonette) Forte Software Operator Job Notes 12/11/2012 8:50:28 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.nel Coluit,MA Page 4 of 15 Page 6 of 18 F 0 R T E" MEMBER REPORT Roof,Roof.-R-04 PASSED 1 piece(s) 13/4"x 9 1/4" 1.9E Microllam@ LVL @ 16" OC Overall Sloped Length:15 6 8 0 0 12 4F— 1460 1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are hodzontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1351 @ 14 2 8 1969(1.50") Passed(69%) — 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 1307 @ 13 5 12 3537 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(R4bs) 5147 @ 10 0 0 6700 Passed(77%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.545 @ 7 7 14 0.738 Passed(L/325) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.830 @ 7 7 14 0.984 Passed(L/213) — 1.0 D+1.0 S(All Spans) Member Pitch:4/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6 2 4 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4%increase in the moment capacity has been added to account for repetitive member usage. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Total Accessories Live1-Beveled Plate-SPF 3.50- 3.50" 1.50" 288 367 550 1205 Blocking 2-Hanger on 9 1/4"LVL beam 3.50" Hangers 1.50" 469 600 900 1969 See note 1 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger HU7X D18 2.50" N/A 12-10d common 4-10d x 1-1/2 Dead Roof Live Snow Loads Location Spacing (0.90) (mrr mw:1.25) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 14 6 0 16" 15.0 20.0 30.0 Roof 2-Point(lb) 1000 N/A 451 580 870 Reaction From RB-03 Member Notes Rafters Beside Shed Dormer //�� Weyerhaeuser Notes (u)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to arcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software Operator Job Notes 12/11/2012 8:50:28 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 5 of 15 Page 7 of 18 MEMBER REPORT Roof,Roof..RB-05 PASSED O R T E ° 2 piece(s) 1 3/4"x 24" 1.9E Microllam0 LVL Overall Length:24 0 0 0 — — -- — 0 - I 2400 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 8951 @ 23 8 4 10150(4.00") Passed(88%) - 1.0 D+1.0 S(All Spars) Member Type:Flush Beam Shear(Ibs) 7322 @ 216 12 18354 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 48115 @ 12 0 0 76188 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.448 @ 12 0 0 1.169 Passed(1./626) - 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.706 @ 12 0 0 1 1.558 1 Passed(1./397) - 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:U.(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 3 3 8 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead one Snow Total Accessories 1-Column-SPF 5.25" 4.00" 3.53" 3276 3830 5745 12851 1 1/4"Rim Board 2-Column-SPF 5.25" 4.00" 3.53" 3241 3783 5675 12699 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Tributary Dead Roof Live Snow Loads location Width (0.90) (---w:1.zs) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 6 0 0 1s 0 0 15.0 20.0 30.0 Roof 2-llniforn(PSF) 6 0 0 to 18 0 0 1100 15.0 20.0 30.0 3-Untforrn(PSF) 18 0 0 to 24 0 0 1500 15.0 20.0 30.0 4-Point(lb) 600 N/A 660 710 1065 Reaction From R-02 5-Point(lb) 1800 N/A 1 660 710 1065 Reaction From R-02 Member Notes Long Ridge Beam Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disdains any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intenders to circumvent the need for a deign professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this cal elation is compatible with the overall project.Produce manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software operator Job Notes 12/11/2012 8:50:29 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.nel Cotuit,MA Page 6 of 15 Page 8 of 18 F 0 Ft T E ® MEMBER REPORT Roof,Roof.RB-06 PASSED 2 piece(s) 1 3/4" x 14" 1.9E Microllam@ LVL Overall Length:12 0 0 + + 0 0 I- I 1200 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location . Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 4396 @ 0 2 0 5709(2.25") Passed(77%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3494 @ 10 6 8 10707 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 10392 @ 6 0 0 27897 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.130 @ 6 0 0 0.583 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.201 @ 6 0 0 1 0.778 1 Passed(L/697) — 1 1.0 D+1.0 S(All Spans) Member PHrh:0/12 Deflection criteria:U.(V240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 119 8 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Total Accessories 1-Column-SPF 3.50" 2.25" 1.73" 1554 1940 2910 6404 1 1/4"Rim Board 2-Column-SPF 3.50" 2.25" 1.73° 1520 1895 2842 6257 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Roof Live Snow Loads Location Width (0.90) (rwn srww:1.2s) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 2 0 0 1460 15.0 20.0 30.0 Roof 2-Uniform(PSF) 2 0 0 to 10 0 0 960 15.0 20.0 30.0 Roof 3-Uniform(PSF) 10 0 0 to 12 0 0 1460 15.0 20.0 30.0 Roof 4-Point(lb) 200 N/A 1 469 1 600 1 900 1 Linked from:Roof:R-04,Support 2 5-Point(lb) 10 0 0 N/A 469 600 900 Linked from:Roof:R-04,Support 2 Member Notes Short Ridge Beam Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined try the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software Operator Job Notes 12/11/2012 8:50:29 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 7 of 15 Page 9 of 18 ® MEMBER REPORT 2nd Floor,Floor.J-07 PASSED rFOFtTE • 1 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 @ 16" OC Overall Length:14 0 0 0 - o I I t1 1400 kJ 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Resuft LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 577 @ 0 2 8 1434(2.25") Passed(40%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist Shear(Its) 523 @ 10 12 1436 Passed(36%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(R4bs) 1635 @ 6 111 1973 Passed(83%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.295 @ 7 0 0 0.453 Passed(L/553) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.394 @ 6 1111 0.679 Passed(L/414) — 1.0 D+1.0 L(All Spans) TJ-Pro•"Rating N/A N/A — — — Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 5 3 7 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%Increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Roof Snow Total Accessories Live Live 1-Stud wag-SPF 3.50" 2.25" 1.50" 147 373 139 208 867 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 117 373 21 32 543 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Dead Floor Live Roof Live Snow Loads Location Spacing (0.90) (L00) (wo rvciw:ias) (1.15) Comments 1-Unifonn(PSF) 0 0 0 to 14 0 0 16" 12.0 40.0 - - Residential-Living Areas 2-Point(lb) 2 0 0 N/A 40 - 160 240 Member Notes Floor Joists under Shed Dormer Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocldng Panes and Squash Bbcks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software Operator Job Notes 12/11/2012 8:50:30 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@vedzon.net Cotuit,MA Page 8 of 15 Page 10 of 18 i -OFORTE ° MEMBER REPORT 2nd Floor,FloorFB-08 PASSED 3 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:9 0 0 o - -- -- o ' 900 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2741 @ 0 2 0 6694(3.50") Passed(41%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1992 @ 12 12 5240 Passed(38%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(R4bs) 5719 @ 4 6 0 7960 Passed(72%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.067 @ 4 6 0 0.289 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.103 @ 4 6 0 0.433 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9 0 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Roof Snow Total Accessories Live Live 1-Column-SPF 3.50" 3.50" 1.50" 969 1350 675 1013 4007 Blocking 2-Column-SPF 3.50" 3.50" 1.50" 969 1350 675 1 1013 4007 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roor Live Roof Live Snow Loads Location Width (0.90) (1.00) (rwnrenow:1.25) (1.15) comments 1-Uniform(PSF) 0 0 0 to 9 0 0 760 12.0 40.0 - - Residential-Living Areas 2-Unifonn(PSF) 0 0 0 to 9 0 0 760 15.0 - 20.0 30.0 Roof Load Member Notes Garage Door Headers /� Weyerhaeuser Notes T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. y Weyerhaeuser ehpressty disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software operator Job Notes 12/11/2012 8:50:30 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 9 of 15 Page 11 of 18 f E' F 0 R T Ea MEMBER REPORT 2nd Floor,Floor:FB-09 PASSED 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6 0 0 600 a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1814 @ 0 2 0 4463(3.50") Passed(41%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1071 @ 494 3493 Passed(31%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(R-lbs) 2428 @ 3 0 0 5306 Passed(46%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.018 @ 3 0 0 0.189 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.028 @ 3 0 0 1 0.283 1 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(1,1240). Bracing(Lu):All compression edges(top and bottom)must be braced at 6 0 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Roof Live Live Snow Total Accessories 1-Column-SPF 3.50" 3.50" 1.50" 633 900 450 675 2658 Blocking 2-Column-SPF 3.50" 3.50" 1.50" 633 900 450 1 675 2658 Blocl ng "Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Snow Loads Location Width (0.90) (1.00) (rwrr-srow:1.25) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 6 0 0 760 12.0 40.0 - - Residential-Living Areas 2-Uniform(PSF) 0 0 0 to 6 0 0 760 15.0 - 20.0 30.0 Roof Load Member Notes 6 Headers Weyerhaeuser Notes n SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products w10 be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte Software Operator Job Notes 12/11/2012 8:50:31 PM Michael Walsh Job 12.063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 10 of 15 Page 12 of 18 i EMBER REPORT 2nd Floor,Floor:FB-10 PASSED FORT E M2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:10 8 0 0 I - o 1080 FA a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1056 @ 0 2 0 2869(2.25") Passed(37%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 863 @ 9 7 4 2498 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(R-lbs) 2697 @ 5 4 0 3431 Passed(79%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC live Load Defl.(in) 0.139 @ 5 4 0 0.344 Passed(1-/893) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.187 @ 5 4 0 1 0.517 1 Passed(U663) — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1.1360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10 5 8 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead LFlo or Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 277 800 1077 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 277 800 1077 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Tributary Dead Floor Uwe Loads location Width (0.90) (LOO) Comments 1-Uniforn(PSF) 0 0 0 to 10 8 0 390 12.0 40.0 Residential-Living Areas Member Notes Beam Over Dining Area Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall proje2 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,L C(Peter Bissonette) Forte Software Operator Job Notes 12/11/2012 8:50:31 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Coluit,MA Page 11 Of 15 Page 13 of 18 f a MEMBER REPORT 2nd Floor,Floor.-J-11 PASSED O F O R T E 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2@ 16" OC Overall Length:15 0 0 o I - -- — I 0 D 1500 D a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Resu@ LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4340 @ 0 2 8 4303(2.25") Passed(101%) — 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 3963 @ 10 12 4308 Passed(92%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 3430 @ 10 0 6807 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.194 @ 6 1114 0.486 Passed(L/901) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.302 @ 6 113 1 0.729 1 Passed(L/579) — 1.0 D+0.75 L+0.75 S(All Spans) Tl-Pro•"Rating N/A N/A — — — Deflection criteria:LL(L/360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 14 9 8 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing loads to Supports(Ibs) Floor oof Supports Total Available Required �204 ead Live Rive Snow Total Accessories Live Live 1-Stud wall-SPF 3.50" 2.25" 2.27" 590 400 1835 2752 6577 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 400 105 158 867 1 1/4"Rim Board "Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Roof Live Snow Loads Location Spacing (0.90) (1.00) (---:1.25) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 15 0 0 16" 12.0 40.0 - - Residential-Living Areas 2-Point(lb) 100 N/A 1554 Linked from:Roof:RB-06,Support 1940 2910 1 Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte software Operator Job Notes 12/11/2012 8:50:32 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Coluit,MA Page 12 Of 15 Page 14 of 18 f r- F 0 R T E o MEMBER REPORT Columns,C-01 PASSED 1 piece(s) 5 1/4"x 5 1/4" 1.8E Parallam@ PSL Post Height: 10 6 0 Design Results Actual Allowed Result LDF Load:Combination Slenderness 24 50 Passed(48%) — — Compression(lbs) 9021 33527 Passed(27%) 1.15 1.0 D+1.0 s Base Bearing(lbs) 9021 893025 Passed(1%) — 1.0 D+1.0 S Bending/Compression 0.23 1 Passed(23%) 1.15 1.0 D+1.0 S • Axial load eccentricity for this design is 1/6 of applicable member side dimension. • Applicable calculations are based on NDS 2005 methodology. Supports Type Material Member Ty pe:Free Standing Post Base Plate Steel Building Code:IBC Max Unbraced Length comments Design Methodology:ASD Full Member Length No bradng assumed. Dewing is Conceptual I Dead Roof Live Snow Vertical Load (0.90) 1.25i (I.15) Comments 1-Point(lb) 3276 3B30 5745 Unked from:Roof:RB-05,Support 1 Member Notes Columns Supporting Long Ridge Beam Weyerhaeuser Notes 7A\SUSTAINABLE rORESTRY INITIATIVE Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design aireria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bloch)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonette) Forte software operator Job Notes 12/11/2012 8:50:33 PM Michael Walsh Job 12-063 Forte v4.0,Design Engine:V5.6.1.203 Lewis 8 Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 13 of 15 Page 15 of 18 r a F 0 R T E o MEMBER REPORT Columns,C-02 PASSED 1 piece(s) 3 1/2"x 5 1/4" 1.8E Parallam@ PSL Post Height: 10 6 0 Design Results Actual Allowed Result LDF Load:Combination Slenderness 36 50 Passed(72%) — — Compression(lbs) 4464 10407 Passed(43%) 1.15 1.0 D+1.0 S Base Bearing(lbs) 4464 7809 Passed(57%) — 1.0 D+1.0 S Bending/Compression 0.33 1 Passed(33%) 1.15 1.0 D+1.0 S • Axial bad eccentricity for this design is 1/6 of applicable member side dimension. • Applicable calculations are bawl on NDS 2005 methodology. supports Type Material Member Type:Free Standing Post Base Beam Spruce Pine Fir Building Code:IBC Max Unbraced Length comments Design Methodology:ASD Full Member Length No bracing assumed. Drawing is Conceptual Dead Roof Live Snow Vertical Load (0.90) (rwrrsrww 1.25) (1.15) Comments 1-Point(lb) 1554 1940 2910 Linked from:Roof:RB-06,Support 1 Member Notes Column Supporting Short Ridge Weyerhaeuser Notes SUSTAINABLE FORESTRY INMATNE Weyerhaeuser warrants that the stung of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by SPB Designs,LLC(Peter Bissonetbe) Forte Software Operator Job Notes 12/11/2012 8:50:33 PM Michael Walsh Job 12-063 Forte 4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Witmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 14 of 15 Page 16 of 18 a F O R T E O MEMBER REPORT Columns,C-03 PASSED 1 piece(s) 4 x 6 Spruce-Pine-Fir No. 1 / No. 2 Post Height: 10 0 0 Design Results Actual Allowed Result LDF Load:Combination Slenderness 34 50 Passed(69%) — — Compression(lbs) 2741 6476 Passed(42%) 1.15 1.0 D+0.75 L+0.75 S Base Beating(Ibs) 2741 8181 Passed(34%) — 1.0 D+0.75 L+0.75 S Bending/Compression 0.37 1 Passed(37%) 1.15 1.0 D+0.75 L+0.75 S • Axial bad eccentricity for this design is 1/6 of applicable member side dimension. • Applicable calculations are based on NDS 2005 methodology. Supports Type Material Member Type:Free Standing Post Base Plate Spruce Pine Fir Building Code:IBC Max Unbraced Length Comments Design Methodology:ASD Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Roof Live Snow Vertical Load (0.90) (1..00) [non-snow:1.25) (L15) Comments 1-Point(lb) 969 1350 675 1013 Linked from:Floor:FB-08,Support 1 Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design otteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.00m)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support infomration have been provided by SPB Designs,LLC(Peter Bissonette) Forte software operator Job Notes 12/11/2012 8:50:33 PM Michael Walsh Job 12.063 Forte v4.0,Design Engine:V5.6.1.203 Lewis&Walsh Engineering McNamara Job 12-063.4te (508)376-1124 37 Wilmar Rd. mike.walsh376@verizon.net Cotuit,MA Page 15 of 15 Page 17 of 18 r Project:Job 12-063. Mike Walsh / Location:BasementBeam 1 {�} Lewis&Walsh Engineering Uniformly Loaded Floor Beam u � 1 227 Exchange St. [2009 International Building Code(AISC 13th Ed ASD)] Millis,MA 02054 A36 W8x15 x 24.0 FT Section Adequate By: n StruCalc Version 8.0.105.0 12/11/2012 9:01:16 PM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN L/MAX Dead Load 0.42 in Total Load 0.42 IN U680 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 0 lb 0 lb Dead Load 948 lb 948 lb Total Load 948 lb 948 lb Bearing Length 0.62 in 0.62 in BEAM DATA Center Span Length 24 ft _ 24 ft — Unbraced Length-Top 0 ft STEEL PROPERTIES W8x15-A36 FLOOR LOADING Side 1 Side 2 Properties:Yield Stress: Fy 36 ksf Floor Live Load FLL= 40 psf 40 psf = Modulus of Elasticity: E= 29000 ksi Floor Dead Load FDL= 15 psf 15 psf Depth: d= 8.11 in Floor Tributary Width FTW= 0 ft 0 ft Web Thickness: tw= 0.25 in Wall Load WALL= 64 plf Flange Width: bf= 4.01 in BEAM LOADING Flange Thickness: tf= 0.32 in Beam Total Live Load: wL= 0 pif Distance to Web Toe of Fillet: k= 0.62 in Beam Total Dead Load: wD= 64 pif Moment of Inertia About X-X Axis: Ix= 48 in4 Beam Self Weight: BSW= 15 pif Section Modulus About X-X Axis: Sx= 11.8 in3 Total Maximum Load: wT= 79 plf Plastic Section Modulus About X-X Axis: Zx= 13.6 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Budding Ratio: FBR= 6.37 Allowable Flange Budding Ratio: AFBR= 10.79 Web Budding Ratio: WBR= 28.08 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional budding: Lp= 3.65 ft Nominal Flexural Strength w/safety factor. Mn= 24431 ft-lb Controlling Equation: 172-1 Web height to thickness ratio: h/tw= 28.08 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor. Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor. Vn= 28612 lb Controlling Moment: 5688 ft-lb 12.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -948 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Rec'd ProAded Moment of Inertia(deflection): 16.94 in4 48 in4 Moment: 5688 ft-lb 24431 ft-lb Shear. -948 lb 28612lb MOTES Job 12-063 McNamara Residence,37 Witmar Rd.Cotuit,MA Client: SPB Designs,LLC(Peter Bissonette) Page 18 of 18 I v/Ze�paw,�z zcuga /z � ,aa c/yuaeG/a License o?re valid for sndrvjdul use onit Office of Consumer Affa1rs do Bu.1, ecss Regu�ahohl. t, OME IMPROVEMENT CONa RACTOR.. N 'befof e�the exft2�en date If found returh td Q - egistration t21967 Types;. Office of Coris6mer Affairs and business Regulaigt `' xpiration: 7L3/201$ Individuals j '-' 0 Park Plaza-Swte 5-170 r I; oston,MA 0211'6 A. PAD n. < = ,BRA EY DQCi . � BRADLEY'PADDOCK ;r t� 24 DEBBIES LANE. hIARSTDIV 'MICLS,:-MA 02648-:r ilndersecretaryn. I`}.ovil. wit ts `itttiPi`' r �. Massachusetts-Department of.Public Safety Board of Building Regulafigns aftd:$tandards :. Constructiiin Supcnisor License: CS-048086" \``ter•:� �� c,�. � - . BRADLEVPADD9I)C •c; '` P.O.BOX I201,;.' :. Forestdale.MA;Q644 I Expiration Commissiorrer 03/281 014,- RESIDENTIAL ADDITIONS OR ALTERATIONS If located: ❑ North of Route 6 - any work visible from outside- needs approval from OKH ❑ In Hyannis -If work visible from outside- Check to see if it's included in the ❑ Hyannis Historic Waterfront District- if so it needs approval from them ❑ If ZBA relief(Special Permit or Variance is required for project: ❑Copy of ZBA Decision ❑Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. LICATION PACKAGE MUST INCLUDE: Map/parcel number Approval ign-offs from: Health Conservation (if exterior work) Tax Collector f ❑n}� Treasurer Street address Owner's name& address Permit request- full description of proposed project) Square footage -proposed project / Estimated project cost Complete Dwelling information for Assessor's Office Builder's information Signature Plot plan (shows location& setbacks of house) ❑ Plans—5 sets measuring 11"x 17"fully dimensionlized with foundation, floor plan, cross section, framing schedule & smokes,with a Red S (SB or SH) Worker's Comp form must include: Insurance Company's name &Worker's Comp. policy number. Copy.of Insurance'Compliance Certificate must be on file. ❑ Mass Compliance Checklist ©' Copy of Construction Supervisor's License& Home Improvement Specialist's License OR ❑ Homeowner's License Exemption Form. Application Fee ❑ Permit Fee Property Owner must sign Property Owner Letter of Permission. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission CHIMNEYS ❑ Need Home Improvement License ❑ No plot plan required PIERS & DOCKS ❑ Need Construction Super license AND Home Improvement License Owner cannot pull own permit 1� i r �•�+E Town of Barnstable Regulatory Services & A � . a s ` '" MAM ` Thomas F. Geiler,Director i6 1� Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW ,zpt 3D�o�Z Owner: Map/Parcel: Project Address37Werr* . A* Builder: ?)*Pb 6-P-4— The following items were noted on reviewing: 40 fU o A hti/Nls 46 X-f/At/nAlS /i-01/1 I'leet AA, 4'4 4-EK IOUG bffriWc- S-A4WAJ 14 0012 I r*.-w c�R! S/°&e't Fic. 6r/cs 4Vd •/1laCz Ade-I v��b /Jc*u . �C Reviewed by: /2JZy� Date: Q:Forms:Plnrvw I C��v EMI//_o�-�N'=��G-��!� Gs cY�_____P�Rz�_►1.l T� - i . .� f 40-44.2 ZONING § 240-4 landscaping or designated below-grade foundations in order to e erosion and disruption to vegetation. (2) Ab onment. Absent notice of a proposed date of decommiss' g or written notice extenuating circumstances, -the solar photovoltaic ' taliation shall be considere bandoned when it fails'to operate for more one year without the written cons of the Planning Board. If'the owner or erator of the large-scale, ground-mounte olar photovoltaic installation fai o remove the installation in accordance with t requirements of this sectio 'thin 15Q days of abandonment. or the proposed date f decommissioning, t Town may enter the property and physically remove the in llation. (3) Financial surety. Proponents f lar -scale, ground-mounted solar photovoltaic projects shall provide a form o rety, either through escrow account, bond or otherwise, to cover the cost re val and disposal in the event the Town must remove the installation a remediate a landscape, in an amount and in a form acceptable to the Tow ttorney but in event to exceed more than 125% of the cost of removal an ompliance with the a tional requirements set forth herein, as determined b the project proponent. Su surety will not be required for municipally o tate-owned facilities. The proj roponent shall submit a fully inclusive e ate of the costs associated with rem al, prepared by a qualified engine he amount shall include a mechanism for p rating removal costs as they y be affected by inflation or changes to disposal re tions. §240 . Off-street storage of trailers. [Amended 2-22-1996 by Order No. -1941 obile home may be stored in a garage or other accessory.building or on the rea if of a of owned or occupied by the owner of the mobile home. The location of the mobil me §24046. Home occupation. [Added 8-17-1995 by Order No. 95-1951 A. Intent. It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single-family dwellings, subject to the provisions of this section, provided that the activity shall not be discernible from outside the dwelling; there shall be no increase in noise or odor; no visible alteration to the premises which would suggest anything other than a residential use; no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. B. After registration with the Building Commissioner, a customary home occupation shall be permitted as of right subject to the following conditions: (1) The activity is carried on by the permanent resident of a single-family residential dwelling unit, located within that dwelling unit. (2) The activity is a type customarily carried on within a dwelling unit. (3) Such use is clearly incidental to and subordinate to the use of the.premises for i residential purposes. 240:132.3 07-01-2011 r § 240-46 BARNSTABLE.CODE. § 240-46 I (4) Such use occupies no more than 400 square.feet of space.) (5) There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. (6) The use is not objectionable or detrimental to the neighborhood and its residential character. (7) No traffic will be generated in excess of normal residential volumes.) (8) The use does not involve the production of offensive noise, vibration, smoke, dust or other particulate matter, odors, electrical disturbance, heat, glare, humidity or other objectionable effects. (9) There is no storage or use of toxic or hazardous materials, or flammable or explosive materials, in excess of normal household quantities. (10) Any need for parking generated by such use shall be met on the same lot containing the customary home occupation, and not within the required front yard. (11) .There is no exterior storage or display of materials or equipment. (12) There are no commercial vehicles related to the customary home occupation, other than one van or one pickup truck not,to exceed one-ton capacity, and one trailer not to exceed 20 feet in length and not to exceed four tires, parked on the same lot containing the customary home occupation. r (13) No sign shall be displayed indicating the customary home occupation. l (14) If the customary home occupation is listed or advertised as a business, the street address shall not be included. (15) No person shall be employed in the customary home occupation who is not a permanent resident of the dwelling unit. (16) Customary home occupations shall not include such uses similar to, and including the following: (a) Barber- and beauty shops. (b) Commercial stables or kennels.29 (c) Real estate or insurance office. (d) The sale of retail or wholesale merchandise from the premises. (e) The sale of antique or secondhand goods. (f) Service or repair of vehicles, and gasoline or diesel powered machinery. .(g) Contractors storage yards. 29. Editor's Note:See Ch.376,Stables. 240:132.4 07-of-2011 § 240-46 ZONING § 240-46 (h) .Veterinary services. (i) The manufacture of goods using heavy machinery. (j) Medical or dental practice. (k) Fortune-telling or palm reading. C. Home occupation by special permit. A home occupation may be permitted in the RC,-1 and RF Single-Family Zoning Districts, provided that a special permit is first obtained from the Zoning Board of Appeals subject to the provisions of § 240-125C herein, and subject to the specific standards for such conditional uses as required in this section: (1) All of the requirements of Subsection B(1) through(12) above. (2) There is no more than one nonilluminated wall sign not exceeding two square feet in area, listing only the occupants' name and occupation. (3) Not more than one nonresident of the household is employed. i r�— 240:132.5 07-of-2011 - \\ POOL 0 28 �. �� �R• �90 r a LOT 27 POOL 5� RO' T 43791.0 SQ. FT. 1.0 ACRES \ 1h� \ cNeA \ O FOMAMON IN. =_=_= \ ti ----'--- _-- Op 9 = _=__=____ (o lb NI RO• SHED �0 LOT 26 \\\ �A \ vv 3 LOOD ZONE C. FOUNDATION CERTIFICATION RES ZONE.• RF WY MARSTONS MELSSCALEE 1'=50' PLREF' 39614 B (2) ELEV N/A SETBACAN- 30'-15'-15 rtu.SSso YANKEE LAND SURVEY CO. INC. I CERTIFY TO THE BEST OF MY ` rSTEpH=N KNOWLEDGE THAT THE FOUNDATION J. N ► oO,LE ► 119 ROUTE 149 15 SHOWN ON THE PLAN AS =-7 9 s' MARSTONS MILLS, MA 02648 IT EMTS ON THE GROUND A '�,, __;.c� F TEL 508-428-0055 FAX 508-420-5553 � 0 JOB DATE:6127/13 NUMBER 54864 s� , APPROVED TOWN OF BARNSTABLE 3ARNSTABLE o BUILDING . �� L- nt - Foundation Permit 2613024YA.-Date I Permit # Name 4M /P.4,bboO,�- Location 3 7 MRA j/tiLnsp. of Bldgs. 30 �X� INE TOWN OF BARNSTABLE Ruilding , : 201303864 EARIVSTABLE, + Issue Date: 06/18/13 Permit MASS. ArFO 39. A Applicant: CASS,SHAWN Permit Number: B 20131418 Proposed Use: SINGLE FAMILY HOME Expiration Date: 12/16/13 Location 37 WHITMAR ROAD Zoning District RF Permit Type: FENCE RESIDENTIAL Map Parcel 057118 Permit Fee$ 35.00 Contractor CASS,SHAWN Village MARSTONS MILLS App Fee$ 50.00 License Num Est Construction Cost$ 4,254 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 112 FT OF 8FT CEDAR BOARD WITH 8FT SWING GATE. 5X5X12FT P RLESTHIS CARD MUST BE KEPT POSTED UNTIL FINAL SURE TREATED POSTS BEVELED TOPS INSTALL ON REAR OF PRO ERMPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MCNAMARA,WILLIAM J BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 37 WHITMAR ROAD 1 INSPECTION HAS BEEN MADE. MARSTONS MILLS,MA 02648 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH A OCATION OF UBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE T PPLICANT FROM C DITI OF AN�IP .PE MSION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR AL ONSTRUCTIO WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE T OAT LEVEL BEFO WORK FLUE ING IS INS ALL 4.WIRING&PLUMBING INSPECTIONS TO BE COM EDP R TO FRAM E TIO 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRA E SPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE RE UIRE OR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTO S APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SO THATVISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map >� Parcel l( Application Jo 1, �o Health Division Date Issued At 6/ /g! Conservation Division L Application Fee Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ��l ( sJb-'F�M(�g C2�J Q Village Owner ( ZZ.I_ n'1(�� AN1A�t R Address ,..Telephone 60�;— H.,2jC) i Permit Request �� , �><-- F cz--�� C---y . Sr �r3'��C����-� - 5 `xS"x 1�.I ��sS� �C2� •�� csr�sl �aC�TT�-- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type . Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq, W Number of Baths: Full: existing new Half: existing new o Number of Bedrooms: existing _new -� x� Total Room Count (not including baths): existing new First Floor Room Count 21 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other rn Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �O �—�v�C s� ,• � TeleNhone Number Address -- Q>� License # z_"V\�1 S C!��Go Home Improvement Contractor# � �.�.��,C�n �U. Worker's Compensation # � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE 3 FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED f MAP/.PARCEL NO. , ADDRESS VILLAGE OWNER t DATE OF INSPECTION: f s _ QAF O.UNDATION L FRAME INSULATIOW FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION'PLAN NO: cs— As pFzSZ ���ZGSL7 ILI ol�E<CdU)10. pc.5ms Fay- pt-W�Tsu.s,rv� �Cl�� tii The Commonwealth of Massachusetts Department of industrial Ac* ddenfs Office of fnvesdgations -600 Washington Street, Boston,M4 02111 www.mass.gav/dim Workers' .Compensation Insurance Affidavit;Bi riders/Contractors/FIectriciaus/Plumbers 4PPEcant Information C. Please Print L mMy Name(Business/org�izstio„�na;�;r3na1�: �('c� � �o• L AAdress: A C .1- City/Stawzip: Are yqn an employer?Check the appropriate bow , m/ Type of project(require : 1.Ltd I am a.e3i]&Yer with ❑ I am a general contactor and I employees(fall and/or part time).* have hired the sub-contacts 6. ❑New const,,,ct;= , 2.❑ Iiam asole proprietor or partner- listed an the-attached sheet 7. ❑Remodeling 'ship and have no employees These sul)-contracturs have 8. ❑Demolition working for mein any capacity. employees and have worktts' 9 [No WorkLL' camp.insurance camp.asargnce j' ❑ g addition 5. We are a c oration and its 10.required.] �' ' ❑ hive ' ❑Electrical repairs or adh�tians . 3.❑ I am a bameov'=doing ail-work officers have exercised fheir 1LEI PIambing repairs or addi fans aiysel£ [No workers' comp. rigirt of ezemptipn per MGL 12.❑Roof repairs fimn artce required-]t c. 152, §1(4),and we have no . employees.[No wormers' 13.[] Other comp.insurance regmred.] *Any applicant that chrals boa#1 most also fill out the section below showing ffici�works'compensation policy information t Homeowner who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit mdicd ding such. �Confractar that check this box mast attached an additinmal sheet showing the nave of fire sub-conlraetars and stain whc all urnot those entities have employees. If the sub contractoa have ectapinyees�fbeY mDstPrIM heir workers'camp,poficynomber. I am an employer that is providing workers'. carxpexsation insurance for my employees. B dofp is the policy and job;site information. Insurance Company Name Policy#or Self-ins.Lic.#: PxpirationDate• Job Site Address: y/ /gip: Attach a copy of the workers' compensation policy declaration page-(showing the pokey nQmber and expiration date). Farhne,tu_secure covemge as required midst Section 25A of MGL c. 152 can lead to the inPsitian of cffimmaI penalties of a f n-&tip to$1,500.00 and/or one-yeah imprison as weIl as crQ1 penalties in the form of a STOP WORK ORDER and a fine of np to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Iuvestilrations of the WA for insurance coverage yeriticatlnn I do-hereby c nder the pains-and penalties of perjury That the information provided ab a is ue and correct . Phone#: D 7cial use duly. Do not write in this area, to be completed by cdy or.town afftciaL City or Town: PermitUcense# •Issdang Authority(cch•cle'one): .1.Board of Health 2.Bmlding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Town of Barnstable. Regulatory Services r • BARNSfABLE, s MAM g Thomas F. Geiler,Director 039. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize S ,✓r/ 4T S' to act on my behalf, in all matters relative to work authorized by this building permit. �1 w��r�t �� c�sazs�fv5 sYrs�S (Address of Job) Pool fences and alarms are the responsibility of the applicant. fools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. 17 / Signature of Owner Signature of Applicant c A by hQWn E.CGS-S Print Name Print Name 6110113 Date Q:FO RM&O W NERPERMIS S I ONPOOLS a oFt r 'Town of Barnstable Regulatory Services � S starasrAsre s Thomas F. Gei]er,Director MAIM g L6s9 Building Division k Tom Perry, Building Commissioner 200 Main-Street;_Hyannis,MA-02601 www-town.bamstable-mta us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNERLIMISL EXEMP oX Plcate Print DATE JOB LOCATION: number stract village "HOMEOWNER": name home phone#F work phone CUR.REN7 MAILING ADDRESS: eityhown state zip code I • The current exemption for"homeowners"was extended to include owner-occupied dwellings of six emits or less and to allow homeowners to engage an individual for hire who does not possess a Hcense,provided that the owner acts as supervisor. DEFIHITION OF HOMMOWh'ER P erson(s)who owns a parcel of land on which he/she resides or intends to reside, an 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 bomeowner. 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 buildine permit (Section 109.1.1) The undersigned"homeowner"ass==responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.hchhe understands the Town of Barnstable Building Department m m inimu inspection procedures and mquiremcnts and that he/she will comply with said procedures and requirements. Signatiirc of Homcowncr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the Stave Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code statrs that: "Any bomeowner per omming work for which a building panrit is mquircd sha)be exempt f mn the provisions of this section.(Secddn 109.1.1-Licensing of construction Supervisors);provided that if the homeozyncr engages a p=on(s)for hire to do such worm,that such Homeowner sball act as supa-visar..- 4-ny homcownas who use this rxanptiom arc unaware that they art assuming the rtsponnbilities of a supervisor(see Appendix Q, Rules&Rcgu)ations for Lieamsing Conatuction Supervisors,Section 2.15) This lack of awarrn=s bftrn results in serious problems,particu)ar}y when the homeowner hires unlicensed pcasons. In.this case,our Boar6 cannot proceed against the unlicensed person as it Mrou)d with a licensed 5upervisor. The horhrowna acting as Supervisor is ultimately responsible. To ensure that the homeowner is fuDy¢warn of his/her rtspm mbilitics,many communitirs mquire,as part of the permit application, that the homeowner certify that hedshe understands the responnbilities of a Supervisor. On the last page of this issue is a form eurrtnt)y used by :cveral towns. You may care t amtnd and adopt such a fommlcertifir-t on for use in your comrmmunity. . 1 Z:forns:homw cmpt I PROFENC-01 BSULLIVAN '�►��Ro CERTIFICATE OF LIABILITY INSURANCE DAT4/1/2 D/YYYY)— — _ I 4/1/2013 j 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 i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: _ Salem Five Insurance Services LLC —�pvc,No: 781 933-9048 1445 Main Street PHONE Fit):(781)933-3100 F ) ( ) — !Woburn,MA 01801 A DRI—L --- — — �_ --- - -- INSURER(S)AFFORDING COVERAGE _ —j_ NAIC# �. INSURER A:Republic Franklin ___i12475 INSURED INSURER.-GRAPHIC ARTS MUTUAL (25984 Pro Fence Co Inc, McLaughlin Family Trust INSURER C:Utica Mutual Insurance 25976 133 Upper County Rd INSURER D: — So Dennis,MA 02660 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS iS TG CERTIFY THAT—THE P.OLI.CIES 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 DOC.UMEN-T-WITH RESPECT TO WHICH TH!S_CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,—_ EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "I TYPE OF INSURANCE ADD SUER POLICY EFF POLICY IXP '` �TR�_ INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A ��GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY CPP 3560680 3/26/2013 3/26/2014 PREM SES Ea occurrence) $ 100,000 it L—I�CLAIMS-MADE EK OCCUR MED EXP(Any one person) $ 5,000 I PERSONAL&ADV INJURY l$ 1 000,0001 GENERAL AGGREGATE. $ 21000,000i 1 G_EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,0001 PR0. LOC f POLICY.;,—*I � !��— I. i S — AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT —� (Ea accident) `$ 1,000,000i i B ANY AUTO BAC3147595 3/26/2013 3/26/2014 BODILY INJURY(Per person) !$ —� ALL OWNED r�SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ — — ( X X HIRED AUTOS X NON-OWNEDI PROPERTY DAMAGE I AUTOS (PER ACCIDENT) $ X UMBRELLA LIAB I$ ----_._—_ X I OCCUR EACH OCCURRENCE Is 1,000,000 I CI I EXCESSLIAB CLAIMS-MADE CULP 3147596 3/26/2013 3/26/2014 — �f � I AGGREGATE IS 1,000,000 I DED X RETENTION$ 10,000 I WORKERS COMPENSATION $ I ! WC STATU- ' - i AND EMPLOYERS'LIABILITY Y/N TORY LIMITS OER TH I C ANY PROPRIETOR/PARTNER/EXECUTIVE 3147594 3/26/2013 3/26/2014 E.L.EACH ACCIDENT $ 500,000� I OFFICER/MEMBER EXCLUDED? N/A __ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500U _ I If yes,describe under DESCRIPTION OF OPERATIONS below — E.L.DISEASE-POLICY LIMIT $ 500,0001 1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) ---� l I I i I I I CERTIFICATE HOLDER — CANCELLATION I ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZED REPRESENTATIVE {I I I _ T ©1988-2010 ACORD CORPORATION. All rights reserved. J ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD i YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it.does not giveIyou permission to operate.) 'Business Certificates are available at the Town Clerk's Office, 15t FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE:- 1, F6 Fill in please: s APPLICANT'S YOUR NAME: \; �-w�� BUSINESS YOUR HOME ADDRESS: Z •(,,J`; Gc 1 'l 71 3 l 3 v. ,�:;t�aaasx.esw l -rs��.s M• 4S o `�$ TELEPHONE # Home Telephone Number: �q NAME OF NEW BUSINESS G,� ,f P 5� TYPE OF BUSINESS_ IS THIS A HOME OCCUPATION? YES X, NO Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS Za, _ MAP/PARCEL NUMBER © 7 k �. When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING ��4Ai R'S OFFI This indivtidn,in r of any permit req irements that pertain U8iTsl0M@LKW0 e�i ig a ** .. RULES AND REGULATIONS. FAILURE 1, COMMENT ' I COMPLY MAY RESULT IN FINES. I 2. BOARD OF HEALTH This individual his bge�igf d of the permit requirements that pertain to this type of business. COMMENTS: Authorized Signature" 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) 1 This individual ha een ' for ed of the licensing requirements that pertain to this type of business. COMMENTS: Authorized Signature" Town of Barnstable °pIHE r 'Regulatory.Services Thomas F. Geiler,Director ]Building Division BARNSTABLE, v� MASS. 3. `�� Tom Perry, Building Commissioner ptFo .ta 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:.508-790-6230 Approved: Fee: r2�5S, ` Permit#: 06/66.5 FY3 HOME OCCUPATION REGISTRATION [date: ' [' D• � 7- Go1 -D Name: uv'A C/V=c lvi G Phone #: C( � �� 3 f 3 3 Address: 3 (�l�Vl l�-v114� Q� Village: �i� Name of Business:-----I ----- -- — hype of Business: r Map/Lot: 0 -7 g INTENT: It is the intent of this section to allow the residents oFthe"hoar-rt of Iiarrtstable to operate a Home occupation IvIthill single firmly dwellings,subject to the provisions of Section 4-1.4 of the Zoitiug ordivauc•e, provided that the activity. skill not be discernible G•ont outside the dwelling: there small be no increase ill noise or odor; no visual alte<<ition to the premises tvltich would suggest wiyOurig other tbvi a residential use; no increase in traffic above normal residential volume's; and no increase litair or groundwater pollution. After registration wills[lie Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carved on by file perniallenc resident of a single family residential chvelling unit, located within that dwe11iug Will. • Such use occupies uo more than 400 squw-e feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not.involve the production of offensive noise, Vibration,smoke,dust or otlier particular matter, ,rf odors,electrical disturbance, It eat,glare, humidity or other objectionable effects. 1%w •, Tlte.re is no storage or use of toxic or ha7lydQUS materials, or flammable or explosive materials, in excess of L s fv nomial household quantities. I0 \00a Any need for parking generated by such use shall be met on the same lot containing the Customaryy Home Occupation,quid not i6thiu the required front yard. Q� 6 There is no exterior storage oi•display of materials or equipment. • There sire no commercial vehicles related to the Customary Horne Occupa[ioit,other than one van or one pick-up truck not to exceed one toll capacity, and one trailer not to exceed 20 feet ill length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occ•upatiou. • No sign shall be displayed indicating the.Customary I-Ionte Occupation. • If the Custontsuy Home Occupation is listed or advertised as a business, the street address shall nol be included. • No person shall be employed in the Customary Home Occupation who is'not a permanent resident of Ilse chvelling unit. I, the undersigned, have rear at agree ml r the above esh t tionS for rat}'borne occupation I,till registering. f\ppliian(: 12. Hate: z� /�7 '��� YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not givelyou permission to operate.) Business Certificates are available at the Town Clerk's Office, 1s' FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE: o? c30 /D "t f Fill in please: APPLICANT'S YOUR NAME: \; j j�/�c�Q,,,,`� ' J . BUSINESS YOUR HOME ADDRESS: 3 0QC 14 >? TELEPHONE # Home T 1ephone Number: -cc)-s LAao '-ala� NAME OF NEW BUSINESS " C_C CS rl f:n TYPE OF BUSINESS . IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building division? YES NO > ADDRESS OF BUSINESS 37 2� MAP/PARCEL NUMBER U When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaini I g the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISS NER'S OFFI This indivi ual elf r of ny ermit requirements that pertain to this type of business. Aut on 4 SLgna e** MUST COMPLY WITH HOME OCCUPATION COMMENTS , RULES AND REGULATIONS. FAILURE TO 2. BOARD OF HEALTH. This individual had beeR-inf rm d Qf the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual ha�bee i for ed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: a Town of Barnstable °fIHE r Regulatory-Services •P�f ti Thomas F. Geiler,Director BARNSTABLE, ]Building Division + y MASS. g Tom Perry, Building Commissioner 039. `m °reot,�ta 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved:o�OltSO 5 `�Q - - Fee: — Permi t#: . HOME OCCUPATION REGISTRATION mate: f� �.a 7� �1 � • Name: W l I( f tkV4 ar `ijx1M ck `ram Phone 9: Address: MA (2d Village: Name of Business:-----��� ;_ev� 'hype of Business: C°Vg S v I Map/Lot: O�5-7 z Its/ INTENT: It is the intent of this section to allow the residents of the Tol•1•n of I3arustable to operlte a home occupation 11itl1in single family dwellings,subject to the provisiolis of Sectiau d, (.t of the Zoning ordinance, provided that the activity sliall not he discernible fi•oni outside the dwelling: there shall be no increase in noise or odor; Ilo viSUal alteration to the premises Which would suggest anything other than a residential use; no increase nil traffic above Normal residential volumes; and no increase in air or b�roundwater pollution. After registration frith the Building Inspector,a Custonlaly luxme occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the pernianent resident of a single family residential ch-velling unit, located laitbili that cheeping unit.. • Such use occupies no more than 400 squw-e feet of space. • There are no externid�dte.ratious to the dlvding 11,111cli are not custonialy in residential buildings,Find there is no outside evidence of such use. • No traffic mill be generated in excess of normal residential volumes. �S • The use does not.involve the production of offensive noise, 1/I.bration,511101W, dust or other lru tic afar matter, odors, electrical disturbance, beat,glare, humidity or other objectionable effects, (/ • These is no storage or use of toxic or barardous nrlterirds, or Ilammnable or explosive Materials, in excess of 119 110m 11 household quantities. Any need for parking generated by such use shall be nlet on the same lot contawiug the Custonlaly Flonle Occ•upatiou,WICI not«Rhin the required front yard. • There is no exterior storage oi•display of naterials or equipment. • There are no commercial vehicles related to the Custonlaly F[onle Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trader not to exceed 20 feet in length and not to exceed it tires,parked on the sanie lot containing the Customary [-Tonle Occupation. • No sigh shall be displayed indicating the.Customary Flonle Occupation. • [f the Custorll,uy Home Occupation is listed or advertised as a business, the street address shall nol be included. No person shall be eniployed in the Custonlaly Home Occupation who is'not a penllancnt resident of file dwelling unit. [, the undersigned, have read;; agee iIh the abov restrictions for my bonne occupation I and I- 'Sterile;. Applieant: Date: o ,27•vp°/0 „ _ .i r.,, .-"« .ti- -, ,,.tJ.. 1 ..+'`,,,Ty' •'�•—«a,.fi+..,�...,t�-.++,., y'}..'?^. :-i<.�.dr�JL`"'},-ti.M J4%.ai+++•..y•i'sJ� i.�-�vim-... -'.r. .r ... j; r g Town of Barnstable 7`Of iNE►pk'l, BAE. Regulatory Services 9 MASS. t6}9• a.. Building Division p�ED MP' 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location,?7 �Gt i��F l Permit Number b �- Owner Builder S F One notice to remain on job site, one notice on file in Building Department. The following items need correcting: //// v VC-1 -P?o r/ G/U W L-rll?E' l�gTC� �lhb7� ttK-r •I Cow p �,vn�—ram 6��y� ✓��� ���-s aK o Irtb�� ATE 14�y�� CL-,I6- --7YvG c--c PC)ctiG b- rs S/&Nt---D rsf� My 15�-/W—c- Please call: 50;88--862-463-8-foorrire-iinnspectiioon. Inspected by Date /0 .Y 4 as N� ��u.K..bwg �i.�w,F �o � f tom- �'� TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION Lo Map Parcel i;p lIi 2i o* n # 1 n Health Division / Date Issued C7 It Ic1 \ Conservation Division Application Fee Planning Dept. Permit Fee "�S Date Definitive Plan Approved by Planning Board (V Historic - OKH _ Preservation / Hyannis 1, Project Street Address 37 Village Owner .��� .r,.. �n �� � .�� Address Telephone (n c 7 -7 1 Z Permit Request c,? \ 1Ud1f�c :C CO Square feet: 1 st floor: existing proposed 2nd floor: existing .A�proposed Total new i Zoning District Flood Plain Groundwater Overlay j Project Valuation Construction Type Lot Size \X Grandfathered: ❑Yes D�No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) -� Number of Baths: Full: existing / new Half: existing Number of Bedrooms: -----existing --6 w ®i Total Room Count (not including baths): existing new First Floor Room Count ILI - �Fj a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ti r Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove; ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ xisting Q new,size_ Attached garage. ❑ existing ❑ new size _Shed. ❑ existing ❑ new size _ Other. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION ' ) (BUILDER OR HOMEOWNER) r 3R Name ' ` `�`^� y Y`�E�G w��.r� Telephone Number �z? fI l Address �r / License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE a ` ' FOR OFFICIAL USE ONLY APPLICATION# e . DATE ISSUED MAP/PARCEL NO. .;ADDRESS VILLAGE "OWNER? DATE OF INSPECTION: i� FOUNDATION r:h FRAME 1% ro St`l�Eg-( K b t ryR _ (G t OS ill ri+-�Q— INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '. FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - " ir• , )-ITbwxr of BaTzlstable .. _ regulatory S6rvices . . - 'Thomas k.Geiler,Director Building DIYISIOII Thomas Perry,-CB 0,-Buz7diag Commi«ioner • 260 Malt S r6c:t Hyannis,MA 97-601' Www.fzwn barnsta b le-t ta.vs Officcc 5OS-8624038 ..Fax: 508-790-6M- PLAN RE �•L brn l cr ` I 7 JI 6' Project Addre Bu laer. �r The faITowing items were noted on reviewing: /nJ /aiO a 0 n -� res • �" w .�c3a ffs u Inc �ZIiN.•)AO5r &se- 3 �-- :(o L� Gvlti l D -f- -7eo L t�-dl 6t,�w-5•r E • . v G�tt�-.�e e� ter- GeTn s tee- _ . � , Reviewed by. The Commonwealth of Massachusetts Department oflndustrialAccidents OF Office of Investigations 600 Washington Street _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Tlease Print Legibly Name(Business/Organization/Individual):. Gj I,-1-\, M.cJc� Address: City/State/Zip: &,,,,\,,,.5 kj\�S tV — OX4hone.#: Are you an employer? Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. '❑ I am a general contractor and I employees (full and/or part-time). . have hired the sub-contractors 6. ❑New construction.. .. * 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet 7. 0 Remodeling ship and have no employees These sub-contractors have 'g• 0 Demolition working for me in any capacity: employees and have workers' co insurance. 9. Building addition [No workers' comp.insurance. mP• required.] 5. ❑ We are a corporation*and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions yself. [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' 131-1 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.. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractois 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 isprdviding workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do-hereby certify under the ins•andpenalties ofperjury that the information provided above is true and correct. Si afore: Date: 3 t a- Phone#: t 7 Off cial 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#: . AYYC Guide /o PYood Colisti-ifaimi hi High Wi id Areas: 110 ttlph Wind.Zan.e Massachusetts Checklist,for Compliance (780 Cn'IR5301:2.1.1)' Check Compliance 1.1 SCOPE WindSpeed 3-sec. gust) ........................................................... ................................................. 110 mph 1i WindExposure Category.......................................:.......................... .............................................................B . Wind Exposure Category................Engineering Required For Entire Project.......................................C 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) stone 2 stories Roof Pitch ........(Fig 2) ... 512:12 -� . ................................................................... ........................................ MeanRoof Height ..............................................................(Fig 2)................................................. Ce ft 5'33' v BuildingWidth,W ................................................................(Flg 3)................................................. L*9-ft 5.80' BuildingLength, L ..............................................................(Fig 3)..................................................3(o eft's 80' Building Aspect Ratio(UW) .......:......................:................(Fig 4).............................,................... ✓L Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ ✓ 5 6'B" 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 Mason .._•... ........5�� ..• 2.2 ANCHORAGE TO FOUNDATION'-' ,ry 5/8"Anchor Bolts-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)......:......................................... in. l� Bolt Spacing from endrjoint of plate.............................(Fig 5)........:..:......:................. in.5 6"-12". Bolt Embedment-concrete.........................................(Fig 5)...... . .J in.Z 7" C� Bolt Embedment-masonry..............:..........................(Fig 5)............i................................. in.Z 15". Plate Washer........................... > ......................................(Fig 5).............................................._3"x 3•x 3.1 FLOORS Floor•framing member spans checked ...................:...........(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....... ..........................(Fig 6)..........................:.......................Aft s 12' Full Height.Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.................................... Mt3xim6m Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).........................................I.......... ft 5 d Maximum Cantilevered Floor Joists T Supporting Loadbearing Walls'or Shearwall................(Fig 8)...............................................:..... ft s d FloorBracing at Endwalls....................................................(Fig 9)..............._......................:............... ......... Floor She Type ........................................................(per 780 CMR Chapter 55)...........:........................ Floor Sheathing Thickness ...........................................:.....(par 780CM Chapter 55 ............9.........yIn. Floor Sheathing Fastening..............................................:...(Table 2).. d nails at in edge/�n field !/ 4.1 WALLS Wall Height Loadbearing walls................................................... ..(Fig 10 and Table 5)........._..............�,ft 510' Non-Loadbearing walls............:.............................:......(Fig 10 and Table 5)............................7 s 20' Wall Stud Spacing . ........................................................(Fig 10 and Table 5)....................Sr in.5 24'o.c. Wall Story Offsets. .:..(Figs 7&8)................:. 5 4.2 EXTERIOR-WALLS Wood Studs -� /. Loadbearing walls........................................................(Table!�):.......................... ..2x - l ft in. Non-Loadbearing walls................................................(Table 5)..............................2x - ft in. Gable End Wall Bracing� • Full Height Endwall Studs.....1:.....................................(Fig 10)......................,..........;.......................:....... WSP•Attic Floor Length.... ' ...... .:....................Fi 11 ft zW/3 Gypsum Ceiling Length (if WSP not used)....:............:.(Fig 11)..............................:............. ft z 0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. :. (Fig 11)...............I....................I................... ;.... 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)........................ ............ ft AFVC GOile to -Vood Coristractiori M Higfi 1•Vind Arens: 110 milli 1-Vind Zolle Massachusetts Checklist for Compliance (790 CMIZ5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails).......................:........(Tables 7)..................................................... Non-Loadbearing Wall Connections / Lateral (no.of 16d common nails)................................(Table 8)...........................................:.....:..... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table9) Header Spans ........................................................(Table 9).......*...........................�ft Tn.511' Sill Plate Spans p .........................................................(Table'9).................................. ft In.511' . Full Height Studs no. of studs 9 ( )....................................(Table 9).................:...............�... ......... +;:. Non-Load Bearing Wall Openings (record largest opening bUt check all openings for complia ce to Table 9) Header Spans...... able 0 ft in.5 12' Sill Plate Spans...........................................................(Table 9)...............:.................. ft in.5 12' Full Height Studs(no. of studs)....................................(Table 9)............................................�.6. � Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ .................................................I............... ..... ..._.. Sheathing Type..............................................(note 4)................. 1 Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. .....Field Nail Spacing.................. .....:.............(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10).................................................:..... Percent Full-Height Sheathing........................(fable 10)................................................:.._% 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)............:....... Maximum Building Dimension, L Nominal.Height of Tallest Opening2......................................................................... 5 6'8- SheathingType............................. ................(note 4)..................................................... Edge Nail Spacing (Table 11 or note 4 if less) in. Field Nail Spacing...........................................(fable 11).................. ...... .. . • . t in. Shear Connection no. of 16d common nails able 11 ....................................................... Percent Full-Height Sheathing........................(Table 11)............................................:......._% 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................:.. Wall Cladding Rated for Wind Speed?....................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWCn Tool, see BBRS Webslte) Roof Overhang ...................................................(Figure 19) .............i7ft:5 smaller of 2'or U3 l�77 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors / Uplift................................................(Table 12)............................................ �} - Of !/ Lateral.............................................(Table 12)....................-.......................L- pif Shear................................................(Table 12)...................... t.S.. S= �a-Plf Ridge Strap Connections, if collar ties not used per page 21... (fable 13)...... ATsmaller .� ...T= plf Gable Rake Oudooker.................. ...........:............(Figure 20 of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............ = Lateral(no.of 16d common nalls)...(rable 14).......................................L= . lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.....................................:..... ............................................. (rnp:z 7/16"WSP. RoofSheathing Fastening............................................(Table 2)........................................ ..................._ 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 16 Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. opIME TOti• Town of Barnstable Regulatory Services 1ARNSTASLE, Thomas F.Geiler,Director y MASS. �A 1639. .�� Building Division len Nw�" 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: ' a3 1-- JOB LOCATION:__ 7 \�},� �f— (�l��a-�,,�y� 6n ``�� number street village "HOMEOWNER":_ UJ ����m �_ �� o'VVo-V%,— , 5Z$y� ?A? 721 �L�3 name home phone# work phone# CURRENT MAILING ADDRESS: — Sc,- 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 a1orm 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 inspectio cc ures and quirements and that he/she will comply with said procedures and re -emen G�G Sitatureo r 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:forms:homeexempt �pIHE Tqi Town. of Barnstable Regulatory Services snntvsrwBLE, r 9 Mwss. g Thomas F. Geiler,Director 'Alen 39v& 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 Usin-a A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERNMIONPOOLS 6/2012 t , William McNamara 37 Whitmar Road Marstons Mills, Ma 02648 617 7713133 ' To whom it may concern: I . I am putting in a pool in the back yard. I may wish, in the future,to add a pool shed to storage the furniture,a pool house to hold a bathroom and changing room and a covered deck. As I requested a septic line run now,.before the concrete deck enters, I have been informed I must apply for this permit now. This is shutting down the project, so I have drafted and I am submitting the design for the pool house and the associated specification. I have included the drawings as I believe required. Please call me with any questions Sincerely, William McNamara PUTNAM ROAD Re- g01.17 N yz°3s- s3"� LOT 117 LOT 118 W Vq0 wr z s lqo o A OT,�': Tffrs � zs No-r i ;%• V LG�AT ,o� p�r'�RMzu,E 3i- y' LC LET. .)90UA)WY LEI EES. 53+ 59 *- 55.9,7 '" o�� '9oyG EDWARD L. ru„ i S yZ 3S'.s3''W o PESCE ` 61o.7? CIVIL No.32001 0 9fu1srEa`�° ��� WHITMAR ROAD '�SSIONAL E��G\� GiERT:rFY TIaAr -rne: T / SNvw, oN rttr-s ArW 2s COCA SD pN -rWg C'"00 AC -4vkvdl PGA/) *14 `WAT all Pas2Tz rlaj rorzs Ca vrM -M'Two '0M1j& AY-GAws 0ic Tqg 'rowri or- &W3r-N8zx--, 1 C-r- Lb s Arr L,:rg W2TH01 Tk15 Fz,00A PWN 11 Gir, Ma .r AAo Structure Description: - A 10'x 12' storage shed will be added as the"bonus" area on the plans. It will house the pool furniture and supplies. - A 5'x 12' bathroom for use at the pool will be included. - A 12' by 12' changing and towel room will be the feature part of the structure. - Additionally a 9'x12' covered porch will be added for sun shade on hot days. Key Specifications: - We will pour a 36 foot by 12 foot 5" steel reinforced concrete pad. o 10 inch anchor bolts will be placed per code on the pad for the sill plate. - Structure floor will be built using 2x8 pressure treated lumber at 16inch on center and ' Simpson joist hangers. %: inch plywood will be used under the floor on the slab side. %inch T&G plywood will be used on the interior floor. - Wall construction will be 2x6.Attached per code. - External walls will be% plywood. Covered in Tyvek and white cedar shingles. Attached per code. Rafter's construction will be 2x8 at 16inch on center. Attached per code. Additional collar ties and hurricane clips to be added per code. Roof will be an 8 pitch. Sheeting will be 5/8 inch plywood. Ice and Water as needed. Hurricane rated nailing and architectural shingles for covering to match existing house. - Structure will be three seasons only. However it will be insulated. R-19 insulation in the walls and R-38 in the rafters and floors. Porch will have railings on two sides per code. The back wall will be solid as will the wall facing the woods behind the structure. Flooring to be composite. Windows to be Andersen 244 DH 2830 or similar Andersen double French doors to be included on pool house. Double hung external doors to be used on the shed. 27'-4" ' W-2" 5 0„ 12'-T' 3'-11" 2'-41/2"' 3'-101/2" .' 2'-6" 2'-6" .' 3'-5" :' 5'-3" 3'6" ra•=sa•1r ra•,s$w T$=i•$ T$.1•$ To•=.•$ 9'-07/8"(Ball)`\ 4 ' ath `t 10'-0"x 12'-0" 01 1 b 12'-0"x 12'-0" 120 sq.ft. 60 sc 144 sq.ft. �q DECK N N O � f 2'-6" ,' 5'-2 112";'2'-5 1/2" ' 2'-2",' 3'-0"—1f'-8 1/2;'-2'-11" ,'2'-4 1/2" 10'-2„ 5,-0„ 12'-2„ 27'-4" ,' --1 ca O y4 cn Lb. C" V1 �w r. f _ _ �r .♦ .. -.1t'• .:; ....( „t `_t .... _ __. '`J Y ,l �, .-c � �.. .'t•- r w�. . 1 r��� 't v.Y ..,.+:.:: • t�/��' ,3" ``f�`�/ �., .f�. ���/�I �� � ,'• �ed` r�.�J�N' ,..�, ir'f.,,�+c+°�"+ ,�.a+���j�'�� I �,•��"+/��� �I"'r .��-,sue -- � ���. ��j f �'� t f. 'J3,',<yJ'� ysf' y..�. s _�r` s ...,..•r"' �i � �.;ruis,— ,`,�/ �✓. �"'`�}" _.fi^' -Y'-� i7 _ f,/f+'I'� ,•i" I` �.,,.✓.. ''" /., `rY..f 110, 1 c. } � 1 i . �(ape.�[�1 r ♦- e — _. (/\ f. 4 .�'_.. S I , n• p - i 1 . ' • • -1 .. t _ ; ' ���_ $� + — _._,-. .'- .. � 'T,., ice""'V i ��„/� .. 1 1 1 r 1 lY 1 i 1 7 _ I._ .� ._«—_t_ t _J_._ .. .. . . , .-_.. ' _..+. _ .{ �__ 1.. f _ •.��_ � A. + T 6✓`F,. } llt.t 6..LA��'._F�...__�. '._ _. �. _ , 1 # t s�A . NY') ICE Wt o 1 r �•1 ;a. _}. } icy:.-tOn 75 . .. +�,7-.� Cam',.{_.f'O •.'<i..• 4 .•,. ._ _.,_ ._ y. ..-.-_ __}_ ,, -.- r -a ,. + ._j.._. r r - , • � 1 1 e 1 _ r - ,. �{ . +�> V >` - - L ,. ,..�-.._ � 'r - r-' I __-._ _,-. � _� _ � ._ - - i ., � +. ...�-� 1 _.._..•.,--_ram. .. - _.� .. .. . .... 1 .._. _..-- _ t t i i i _ l 4 K.-1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION OF, BARNSTABLE Map b,��� Parcel Z012 Application # o��/„�D CIcL.3 Health Division �'�� �'�c s,Date Issued Conservation Division Application Fee Planning Dept. "< a� Permit Fee Date Definitive Plan Approved by Planning Board / Historic - OKH _ Preservation/Hyannis Project S eet Address -:2-z t BIZ, Village r Owner rZ . Addres Telephone C/7- 7 7 / - ( 3 3 Permit Request 0C,1. �C t . i z� NO Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation - S`D Construction TypeP6�,J, Lot Size _1s '7 90 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 14,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 b-No If yes, site plan review # Current Use &e,[,, JW PO ' Proposed Use I ri tt APPLICANT INFORMATION (BUILDER OR HOMEOWNER) goo Name 5nyTti Telephone Number 5-08 Y&,2 00:�) 7 Address �L2CJ (� S fr l�l License # (o!7 _M Home Improvement Contractor# Worker's Compensation # q e_ i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z _ FOKOFFICIAL USE ONLY APPLICATION# � t DATE ISSUED - MAP/PARCEL NO. a a ADDRESS _ VILLAGE - OWNER DATE OF INSPECTION: a FOUNDATIONS Y ' FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL, FINAL BUILDING rF, DATE CLOSED OUT ASSOCIATION PLAN NO. f 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 Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address:`j 1 od 1) t S City/State/Zip n df bt MZtIV- D 1 k24. , Phone.#: 900, 6' 4adO Are you employer? Check the appropriate bog: Type of pro'ect(required):. 1. I am a employer with eJ 4. ❑ I am a general contractor and I l�* have hired the sub-contractors 6. ew construction . employees(full and/or part-time). . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet'. 7. ❑Remodeling ship and have no employees These sub-contractors have '8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance. required] 5. ❑ We are a corporation*and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all officers haye exercised their work 11.El 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.[�'�er 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractois and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 'I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information �7 Insurance Company Name:_ ,W-rI Q V k A �� C Q Policy#or Self-ins.Lic.#: �l e 40 I _j JT . Expiration Date: Job Site Address:131 LM0' V_' QLMIA City/State/Zip6=44C���$ 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 ce nder the penalties rmation provided above i true and correct afr fpr Si o 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 5.Plumbing Inspector 6. Other Contact Person: Phone#: . I - •-' - ( /le j?a2m owtvecz111L C�V/�GfiQ1ClC�[CdClt3 Rice of Consumer Affairs&Business Regulation License or registration valid for indi return use only before the expiration date. If found return to: — ME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration 105485 Type. 10 Park Plaza-Suite 5170 Expiration. 7/17/2014:T. Supplement Card Boston,MA 02116 SOUTH SHORE GUNITE�POOL&,SPA INC. RICHARD BENOIT 7 Progress Ave. alid without signature Chelmsford,MA 01824 Undersecretary lic afetv 4.�.� �lussuchusctts- Depart `Re ul�ons,tnd,Sta tl Irds Board of'Building ,ervisor License Construction Sup License:.CS: 56174 1 RICHARD E BENOIT I 54 CUSHING HILL RD 1 NORWELL, MA 02061 Expiration: 311612013 Tr#: 11172 ('u nuu issi me r_ ', tit OF.TNE Tqy, Town of Barnstable Regulatory Services • snaivsT"LE. y MAS& g Thomas F.Geiler,Director 1639• �0 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 J�CJ�OLMGYQ,-, as Owner of the subject property hereby authorize !R i -)arA Ia)e'n c)%I to.act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all finial inspections are performed and accepted. LxA' Signature of Own r .Signa e Applicant - Q al11 is MG1mara � ��, Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 oFtK T Town of Barnstable Regulatory Services ♦ a BAMSfABLE, : Thomas F.Geiler,Director MASS. i639• A,O� Building Division EO MA'I 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# i CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six,units or less and to allow homeowners to engage an individual for hire who�does not possess a license;'provided that the owner acts as supervisor. DEFINI IT ONO✓F HO EM OWNER 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.L.1)''I 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 contauung,35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Co troy HOMEOWNER'S`EXEMPTION The Code states that: "Any homeowner performing work for wliich 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 applications i 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:fortns:homeexempt quafl�y Qmwe�z ;. �f. . r 1 P.O Box 189 Amsterdam,NY 12010 1.800.947.7767 ®� Pools@NTIGlobal.com Our covers hold up!TM With more sun pe netration, pools can warm qui cker and re I ci-%-,"'nmqwheat better. Nioe, V , N -f) A A k I k I X • Virgin FDA �\ ,\� ,.� J\. A , ---. -- Food Grade , A, Q; ;k- �ifi,,:- .\� ►,' - Resins toell AC. r � Y • s mecial UV Inhibitors rovide a Ion er �'- p g . ast�i n ua I�it, cover N` r U613A x I ,46�o�® CERTIFICATE OF LIABILITY INSURANCE /io/2o1�' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sandra Gar an0 NAME: g FIAT/Cross Ins-Manchester PHONE (603)669-3218 FAC Af o:(603)665-6331 1100 Elm Street IL ADDRESS:E :sgargano@crossagency.com INSURE S AFFORDING COVERAGE NAIC it Manchester NH 03101 INSURER A.National Fire Ins Co Of INSURED INSURER B.American Alternative Ins. Corp South Shore Gunite Pools and Spas Inc INSURERC: 7 Progress Avenue INSURER D: INSURER E: Chelmsford MA 01824-3606 INSURERF: COVERAGES CERTIFICATE NUMBER:SSG Master 12-13 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 INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTRT X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE a OCCUR INS4013391907 /1/2012 /1/2013 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 X CG0001 12/07 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO-JECTLOC $ AUTOMOBILE LIABILITY EOMBIINdEDtSINGLE LIMIT 1,000,000 A X ANY ALTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AP4013391:88 /1/2012 /1/2013 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED AP401553668 /1/2012 /1/2013 PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ limit $ X UMBRELLA LIAB M OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,OOC 82A2UB0000865-00 /1/2012 /1/2013 $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) C4013391891 /1/2012 /1/2013 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under �a)HA,NH,CT,RI,HE,VTDESCRIPTION OF OPERATIONS belowE.L.DISEASE-POLICY LIMIT $ 1,000,000 A Limited Pollution INS4013391907 /1/2012 /1/2013 Occurrence $1,000,000 Worksites Liability DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Covering swimming pool construction/related operations of the named isnured during policy term. i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN William MC Namara ACCORDANCE WITH THE POLICY PROVISIONS. 37 Whitmar Road Marstons Mills, MA 02648 AUTHORIZED REPRESENTATIVE Judith George/LM5 �"c�' ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 ontnnsi nt Tha Arnpn noma and Innn orn ranicfonerl m2►Irc of arnpn L_ _ f Description of fencing materials to be used for swimming pool installation for: 37 Whitmar Rd. _,-- Marston Mills Fence will be 5' high "aluminum " Spacing not to exceed "4" Non Climbable Self latching device will be: Auto latch: by DAC ind, Self latching device photo is attached. Auto latch device will be installed no less than 54" from the bottom of the gate and a minimum of 3" from the top and shall be installed on the pool side of the gate. All gates to open "outward" away from the pool. The pool will be completely surrounded by the fence and will have " no direct access" from the residence to the pool area. Property owner: William McNamara Pool builder: South Shore Gunite Pools: Fence installer: Fallon fence Pictures of fence & self latching device attached sa MONTAGE@ WELDED RESIDENTIAL ORNAMENTAL FENCE TYPICAL PANEL DRAWING (Classic Style shown;Genesis,Majestic,Warrior,Crescent and Gemini also available) . ! •8'Nominal Montage ATF®Rail 15/16"W x 1-1/4"H x 94"L x 14 Ga. T5" 00, T Picket(5/8"Square x 18 Ga.) varies With TRffm, Height smnava Post(2"Square x 16 Ga.) 'I Heights 3',3-I2',4', 4.1/2',5'.6' U U 0 0 U U I U U U U 1 0 � 0 0 up ,a. ea> 21^ ,o ',• 3-3/4"Typical(4"Air Gap) •a Footing '�, a 3"Typical (3"Air Gap)- of e rl Ip? *Refer to Construction Specification Table for recommended (Post Spacing by Bracket ape) E-CoatTM ATF® PROTECTION UNIQUE PROFUSION WELDING PROCESS RACKABLE DESIGN PATENT D466,620 6,811,145 7,071,439 PA7ENrD466,6217,071,439 20'YEAR • AUTOMATICALLY FUSION WELDED AT ALL INTERSECTIONS WARRANTX - NO EXPOSED WELDS-VIRTUALLY SEAMLESS APPEARANCE • GOOD NEIGHBOR PROFILE-SAME ON BOTH SIDES • CONSISTENTLY HIGH QUALITY LEVEL-EVERY PANEL • ZINC-PHOSPHATIZED GALVANIZED STEEL BASE MATERIAL lit Page 2-1 Effective: 04-25-12 �wn�rufo" - �4' CHIN�SELF s . r , o - INSERI lit ----� 1 � r CAN BE dbth PADLOCKEL� oroov.n. 3' FROM sate and gnto pow �b[tole I EITHER SIDE araar�eor,� ooAei. AUTO-LATCH for ORN MENTAL FENCE SO E , PRODUCT FIA[i�E`SfZE PrJST SIZE . . . . .. . No. 2015 1° l'h AUTO-LATCH . . . . . . .. for CHAtAWNlCEtdC i GATES No:2U25 . . . . . 1' . . . . . . . 2'/z` No. 2215 1'/a" . . . . . . 1'n" PRODUCT FRAME SIZE POST SIZE No.2228 !!%o' . . . . . . . 2" NO; 1500 . . . . 1%, _. . . . . .13/a No. 2225 . . . . .1 '1a 21h" No. 1602 r: . . 1'�" .. . . . . _ 2" No.2515 i >'z" 11h° No. 152-5 . . . . 1'il No.2520 . . . . 1 h" . . . . 2" Na. 151% 1 �;" . . . . . . . 3" No. 2525 Nca. 1562 . . . . ,b/it" . . . . . . . 2" No. 2529 . . Ad»titer K I . . i No. 15635 . . . . 1'A" lJr. 156% . . . . �L_A1_.�...1_1T_^ -1f �TL•_... -- No. i-572 2 . . 2• ! «J 1 0�1.-J �1 CH _ 4-- --ClNDUl,;TRiE lr�G !.." . . . . . . . ?fir - 1 I� r i oEtKE r� Town of Barnstable Permit#� S� Expires 6 monthsfroni issue da T te Regulatory Services Fee -= s + + HARNSTAHLE, MASS, 9. $ Thomas F. Geiler,Director plED MA't a . Building.Division s�- Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number OS !—7 Property Address 9L. ��l� JV\P J' `r00C t 1' \` `M\�S (V'A` C)D_ 4 [Residential Value of Work 14 000 ? Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address V ��t�� C,_ C�_J G, Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: APR 16 2010 ❑ I am a sole proprietor Jul am the Homeowner TOWN OF BARNSTABLE ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side I S/, �✓ #of doors Replacement indows oor /slider .U-Value N��(maximum .44)#of windows111 _ ✓,;c�v-S *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Orvner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is requir d. SIGNATURE: Q:\WPFILESWORMS\ u�ildingits\EXPRESS.doc _ Revised 090809 Cl\ The Commonwealth of Massachusetts Department oflndustrialAccidents Office oflnvestigations 600 Washington Street —r Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): W t\ i Address: �� City/State/Zip: ryi, Phone #: Are you an employer? Check the appropriate box: Type of project(required): L❑ I am a employer with 4. ❑ I am a general contractor and I. 6 ❑ New.construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ listed on the attached sheet.. 7. ❑ Remodeling I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.) required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.[ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself o workers' com right of exemption per MGL y [N p. 12.E] Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 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. tContradtors 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 Ili epolicy andjob site information. Insurance Company Name: Policy# or Self-ins. Lic.#: Expiration Date: .lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of 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 D1A for insurance coverage verification. I do hereby certi under e A"' s a penalties of ury that the information provided above is true and correct. Signature: 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 ofNealth 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other r,,.,r—r pares.,• Phnne#: FI i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as".,.every person in the service of another under any contract of hire; express or implied, oral or written. An employer is defined as "an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the, dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local 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 Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone numbers)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 pen-nit or license is being requested,not the Department of Industrial Accidents. Should you have any'questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will.be used as a.reference number.. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner 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. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of IndustTial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia Town of Barnstable F'(HF Tp� T Regulatory Services • Thomas F. Geiler,Director uxrtsrxBLs, . Building Division PrfD 'ya 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 IPlease Print DATE: `� O JOB LOCATION: VA r, number ^^ street village -HOMEOWNER": name home phone.# o 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. re of omeowrier 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 dQ 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 caret amend and adopt such a form/certification for use in your community. Q:\WPF.ILES\FORMS\homeexempt.DOC I �YHF r, Town of )Barnstable o Regulatory Services fARNsrmtLE, ' Thomas F. Geiler,Director - MARL 039,:,�`�� 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 I , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the- reverse side. i • '«-�'aT..t �iS= � t',��'i�s�qY '1�.4t.;A`r ,.�'�'r wt_;.7 ,?:,'�:;,;,.+i•;;.,``^s'i. 1.,.�R ..�_ ,,.;. y''^�+.^L"'d't.q:....r.-+w: w��.,,-��,►u�,•:'Z.if...����V •ti+�. .q;�:.+i+'.r1 _ r IKE Town of. Barnstable �o ' B ARNSTABLE. Regulatory Services, '9 b MASS. __.�_`._.._-....... ..... .,,c fED �e�O Building Division 200 Main Street, Hyannis;MA 02601 , Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Mcatioq 11 flA Permit Number Owner BuilderrOc�,crr-�r� _One notice to r main on job site, one notice on file in Building Department. The following items need correcting:'- `Onf -Pie l 1 A"Lt 7 c-r-!m C— I J f 6 Z I��r C-si4-W E iQ n&1T i Please call: 508-862-48 for re-inspection. J , . Anspe,eted by - Date / 3 z, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 05? Parcel I l Application#c-:;�b60 l0 Health Division / Date Issued 3 Conservation Division Application Fee, -� Tax Collector Permit Fee ¢ Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 37 .r 12oaJ Village (n it s Owner W \,°�`^ � c�.,0.r°�- Address 3 } w�.r 6to0.� Telephone 5 c>? Permit Request coo co,j w,ytd,� � ,1.a._w c,y�C(� � �'k l'�v��4v+., ,PO✓Gti u�r/�,.-2ecc.M C(6Xf�_ ��s0 f�0+"C..ti� Square feet: 1st floor:existing 13 Q�_ proposed . 2nd floor_:existing 1T0(o proposed Total new= /��- Zoning District Flood Plain ti�� Groundwater Overlay NO PO PoCtNA Project Valuation S', ooConstruction Type . 1 Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting docu lion-- Dwelling Type: Single Family IFS Two Family ❑ Multi-Family(#units) Age of Existing Structure 1Q Sba scs Historic House: ❑Yes ANo On Old King's Highway: ❑Yes ❑No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `f00 ss Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_, new / 1 Total Room Count(not including baths):existing new / First Floor Room Count M Heat Type and Fuel: Y Gas ❑Oil ❑ Electric ❑Other Central Air: 4Yes ❑No Fireplaces: Existing New Existing wood/co l f stove: b �."Yes �❑ No sW e. Detached garage:❑existing ❑new size��Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:4 existing ❑new size Shed: existing ❑new size Other: cn co M Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial_❑Yes ❑No If yes, site plan review# Current Use Proposed Use �— j: BUILDER INFORMATION Name Telephone Number O o Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i 4° FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MA P/PARCEL N0. . ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME s� 7 sso8 � INSULATION if/N o� FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING:. ROUGH FINAL GAS: ROUGH. FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 f .7 t 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 Applicant Information Please Print Legibly NalI10{Business/Organization/Individual): Lll �� �-w� (� �c�y��f Address: City/State/Zip: at,L-4 Phone.#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the:attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g: ❑ Demolition working for me in any capacity. employees and have workers' # 9. ❑Building addition [No workers'comp. insurance comp. insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ p 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. TContractors 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. M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemetit may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct 17 Signafore: d Date: z 0.69 _ Phone#: s� LA")0 o2 R I 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#: j Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local 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 Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-con6actor(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 that must submit multiple pemut(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to 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 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: W, Site Address: 3-9 1 N A vv\o f Rd print Town: MCk-r sFc n� ►1�„I I l S ✓Ylfl- ��u� Applicant Phone: So g ��o Applicant Signature: Date of Application: NEW CONSTRUCTIO choose ONE the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater 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 http://www.energ cY odes.gov/rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS 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) Gross Wall & Ceiling Area equals Formula: (100 x b-a) S� SF 100 x 1 - = 9-`A % of glazing (b) Glazing area equals 0- SF 6 a If glazing.is<40% use the chart below. If glazing is>40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and (R-Value ll Floor Basement Wall Slab Perimeter U-factor Exposed floors R-value R-Value R-Value R=7al and Depth .39 R-3 a R-13 R-19 R-10 R-10, 4 feet a 130 ceiling insulation may be used in place of R-37 if the ins 'on achieves the full R-value over the entire ceiling (i.e.not compressed over exterior walls,and including any access openings). ❑ 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) 1 c �oF I►WE r�� Town of Barnstable Regulatory Services BARKSTABLF. : Thomas F.Geiler,Director SI 1b39. .`0� Building Division AlFo n 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: CA ` aC>0� JOB LOCATION: number � 1 street village �+ "HOMEOWNER": � v�n �/`V A c, t �tV0.Y`nC1,f ct —�01�`j a7 13 name 1 home phone# work phone# CURRENT MAILING ADDRESS: �,qois�Ov\s UD �( 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. DEFINPTION 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 be/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. I � igna r of tomeowner 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:forms:homeexempt iI ♦ Y� /- ofTMEra,,� Town of Barnstable Regulatory Services BAMME MABS.I'E'�, Thomas F.Geiler,Director i6 3q. �� 'OrE16 g16 A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as er of the subject property hereby authorize to act on my behalf, in all matters relative to rk authorized 7by ' Zilding permit application for: Addre of Job) Signature of Owner Date Print Name i If Property Owner is applying for pe t please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMISSION t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION FAt Map Parcel � TOWN OF PARNSJA,BLE Permit# 's Health Division � 2007 JAN _ Date Issued v _ 2 Pi;' 2� 29 Conservation Division J /b� Fee 33 M Tax Collector �o oi' =o � �� /,� ��---- ISION A Treasurer j G' %y A Z SEP nC SaYSTEM MUST B INSTALLED IN COMPLIANCE Planning Dept. `°VITH TITLE 5 Date Definitive Plan Approved by Planning Board ENIV MNRFIENTAL F`'�'"r• y •�L. kl Eli d.i:.:W,:i,.:. . Historic-OKH Preservation/Hyannis Project Street Address r 0 J Village Owner Address Sw� Telephone � Permit Request NX C,\ve r a4- ""O© ova Lv uw, Square feet: 1st floor: existing , proposed R ' 2nd floor: existing proposed \)-SQ Total new Valuation oning District Flood Plain Groundwater Overlay Construction Type Lot Size \-o ()\, l Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family t Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes gNo On Old King's Highway: ❑Yes $,INo Basement Type: gull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 'S� Basement Unfinished Area(sq.ft) �`1a s� Number of Baths: Full: existing new , CRk`'� `/ Half:existing new Number of Bedrooms: existing new L Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: *Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes )if No Fireplaces: Existing _ New a- 5 Existing wood/coal stove: XYes ❑ No Detached garage:❑existing ❑new size f-Pool: ❑existing ❑new size '-Barn:❑existing ❑new size Attached garage:pk:�vxisting ❑new size 2�'� Shed: oxisting ❑new size �091 4'�Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ©d�� t t FOR OFFICIAL USE ONLY r { PERMIT NO. f A • b DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r f ) . OWNER DATE OF INSPECTION: FOUNDATION "FRAME INSULATION E FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL Y { FINAL BUILDING. - DATE`CLOSED OUT ASSOCIATION PLAN NO. l , 1 f) 730 CMR Appmda J •,' TabMJS2.lb i Prescriptive Packages for no and Two•Fan*Rntdmd �al BoddhW Heated w Foaal Fuels MAXIMUM MINIMUM Cooling ()lazing (3leziag ceiling wall Floor flueent 310 �EtHdmcy' Atea ('/•) U-valuer R-valud R vand Rrvalu2 wall paimeter F.4 M PadcaIIe Rwand &vaiuo' 5"1 to 6500 Heating Degeso Days' Q 12% 0.40 38 13 19 10 :.' 6 Normal R 12% 032 30. 19 19 10 6 Normal 9 12% 0.50 38 13 19 10• 6 85 AFUE T 15% 0.36 38 13 25 WA Wf Normal U 15% 0.46 38 19 19 10 6 Normal V 150/0 0.44 38 13 25 WA WA 85 AFUE w 15% O.S2 30 19 19 10 6 85 AFUE Noel X 18% 032 38 13 25 WA WA Y 18% 0.42 38 19 25 WA WA Norm Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18•/, 0.50 30 19- 19 10 6 90 AFUE Q,J 1. ADDRESS OF PROPERTY: fs-�o v-5 'tw, `n/\,A k-"Q 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 6 1 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-t980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ` ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft=of decorative glass may be excluded from a building design with 300 ft=of glazing area. z After January 1; 1999, glazing U-values must be tested and documented.by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for .whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. - : - 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. Tl:e entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mc:t the same R-value requirement,as,above-grade walls. Windows and sliding glass doors of conditioned b�..,ements must be included with the other glazing. Basement doors must meet the door U-value requirement d.-scribed in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;.4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. , 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the arts-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- - value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). - 43 The Commonwealth of Massachusetts Department of Industrial Accidents �-� •• OIBce ot/�asdaadaos - 600 Washington Street s; Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit name: location: city phone# I am a homeowner performing all work myself: ❑ I am a sole etor and have no one worlds in aavMuMEMMMMMM // din workers ensation for my employees working on this job. 1 �mP 1 am an tmtp P g........................ .::::.::......... ::.?... .......:..Kn a.a..�.....::::.,.:.:.:::::,.::::.:..... ��T?:i�:J:Tti�:'�i:isi�:tv:.'•:::�i?}i?::4i}+}i':{!•r}i}?:^?isWii?::�i}??::::9:iyii:;:;v^ii+:vv r:{??!�}iii:�:?:i ��.xYti;:j•:j{•ii;{ii::iiiii}iiti'::�iiiiiiii{::ii?i'? ?;:j}$:�::i>:ixCiiiii'i:v:iiii:!: ...............::::::::::.�::::::::::::::::::}:::.�::::::::::::::.�:::....... m:_:::{.?`:i::i:4:4;ai:?)ii<.`{:i:?:iii ti:' ..a}Y?,:v::::!•.'...............::::::•:::::.v::v::::::::::::::•:::::.:_::::.Yi?'{.i:}:}}:..... ........,Y:ry}YY}T}i:ryT:•}?:;{?i:i�• r:v.: ....................... a:.C•r<:n ant i tees Y :cam ........�,....}:'}.;?::;.}}}}?:•:::.}::::�:.::.: .:..:..... .. ......... .....,.............. .......... ..^aka...x. }::r:^:.r:. ,. ,..?�.�•..�^? ......:a{•??:•.;;:: ..........................................:•..^..........................n............................. }.....,..,.^:v;}.. ..<. ai:!,::{•. •T. x'Y? .i.,?\{y--. 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Wi-C-w}?:•:n.:y.v.-.v:.::v.. v v.. �.A,Ti?'•i?}:Lv,:;:aY:j;:is ... .... ...... ......................................:w:::::::::::::::::8•}i:• 3iv. .....::::::.... ....1•:C<:•{.;{.???�:J?:•:a:+is�:i:'!{a::OYi?},v,:v............:..?•?•}??}w:•?:.........................:: MOUL gee to scents coverage as required®der Section ZSA o[MGL 152 cues lead to eha lmpoaidon of criminai penalties of a ane up to 5I.Moo amd/or am years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a lion of 5100.00 a day against me. I tmdeestsnd that s copy of this statement may be forwarded to the O of Investigations of the DU for coverage verutcadom 1 do hereby certify Pain* pwtaltia -1707* 3' � f°� n P� above is��coned - Dam Sigaature CPrint name # official use only do not write in this area to be completed by city or town omdd OBu ading Pepartmeat tr/l city or town: pte ensc# ❑Licensing Board ❑selectmen's Mce ❑check if immediate response is required ❑Health Department contact person: Phi 00 ❑Other (cerueu 9195 PIA) r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 or the receiver or the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, trustee of an individual,partnership, association or other legal.entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house'or on the grounds or building appurtenant thereto shall not because of such employmeE2 be deemed to be an employer. MGL chapter 152 section 25 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,neutherthe 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 required of this chapter have bees presented to the contracting. authority. Applicants Please fill in the workers' compensation affidavit completely,by ch=kmg the.box that applies to your situation and address and phone numbers along with.a certifii=de of insurance as all affidavits may be PP1Ymg�P�Y Also be sure to sign and submitted to the Department of Industrial Accidents for of insaraacx coverage. etmit or license is date the affidavit. The affidavit should be retried to the city or town that the aPPb � P being requested,not the Department of Indusaial 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. City or Towns - is complete and printed legibly. The Department has provided a space at the bottom of the Please be sure that the affidavit affidavit fbr you to fill out in the event the Office of -has to camdact you regarding the applicau L Please . be sure to fill in the peimivUcense number which will be used as a reference number. The affidavits maybe reWchRi to the Department by main or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have nay 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 lavesduatlons 600 Washington street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 eat 406, 409 or 375 f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACES square feet x$96/sq.foot= x.0031= plus from below(if applicable) IN I ALTERATIb AS/RENOVATIONS.OF EXISTING�Q�� square feet x$64/sq.foot= 5% x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft` >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00 (number). Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) �2 Permit Fee ,,J i projcost THE The Town of Barnstable San MASS. Regulatory Services fo;;;�a Thomas F. Geiler, Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02.601 Office: 508-862-4038 Fax: 508-790-6230 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.. ' Estimated Cos Type of Work: 3 crr Address of Work: Owner's Name: �`r"� c r v��^�\r�— Date of Application: 0 °� I hereby certify that: Registration is not required for the following reason(s): r []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied rOwner 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: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav:rev-070601 i ti The Town of Barnstable BAMSPABEZ 9oop MASS. � Regulatory Services Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 200 Main Street,Hyannis MA 02601 . Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: I l JOB LOCATION: \T`n/l�� � (J Mun,— S number �n street village "HOMEOWNER": �`� ^\C.vti � 1 1 \.�V� 0 YY1(x C� a 7 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 procedur req ' ements. Signat� 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 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 caret amend and adopt such a form/certification for use in your community. 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':250 Bahnstatite Rd.; y. ��:: .,: r ::.. �j 3 7 R Comm O TH OF MASSACH USETTS —E a ;)EI'AI�NIF OF I? rDUSTRiAL ACCIDENT'S 600 WA.SHINGTON STREET BOSTON, MASSACHUSETTS 02111 james Cartooev :�o- '.ss'°ne WORKERS' COMPENSATION INSURANCE AFFIDAVIT 1, �jen�y �G�`o�,marrq (licensee/permiacc) w1ch a principal place of business/residence at: �,� � L.t�v, v...,: O -ry ti<<e� m.4 • p2�.S'.� (Gry/statc/zip) do hereby certify, under the pains and penalties of perjury, that: [ J ] am an employer providing the following workers' compensation coverage for my employees working on this job. 1 nsuranee Company Policy Number ( J I am a sole proprietor and have no one working for me. ( J I am a sole proprietor, general contractor o homeowner irelc one) and have hired the contractors listed below who have the following workers' compensation insurance policies: Tame of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number M04o e V1 am a homeowner performing arc work myself. NOTE: Please be 2ware that wbilc bomeowners wbo employ persons to do miintenancc,construction or repair work on a dwelling o,f not more than tbrec units in wbich the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workers' Compensation Aa(GL C. 152,sect. 1(5)), application by a bomcowner for a license or permit rn2y evidence the legal sutus of an employer under the Workers' Cornpeosation Act_ 1 understand chat a copy of thus statement will oc fOrM'cTded to the Department of Indusirld Aeddenu' Orrice of Insurance for.eoverage Verification and that failure to secure coverage as required under Section 25A of MGL 152 can )cad to the imposition of_f,timinal penalties consisting of a fine of up to S1500.00 and/or imprisonment of up to one year and civil penalties in the form of a Stop Work Order and a fine of S100.00 a day against mc. h Signed this day of /7 o; .Sep I A1kr, 19 <F Licensee/Permiriee Liccnsor/Permittor "COMMON POLICY DECLARATIONS t, 0.4 ASSURANCE COMPANY OF AMERICA EC NEW YORK,NEW YORK 10038 A Stock Company 0 p 81902398 EINEW ❑ RENEWAL OF 1:NAMED INSURED and MAILING ADDRESS: Kerry Elizabeth McNamara One Shot P. O.Box 1144 Loc :37 Whitmar Rd . :':;t'�, °�; 0$,terville,, MA _ 02655 Marstons Mills , .MA. ... Rate : . 24 2. POLICY PERIOD: From^ 8 / 1 1 /9 3 to 8/ 1 1 /9 4 1.2:01 A.M. Standard Time at your Mailing Address above. AGENT. Dowlin & O'Neil Ins .Agcy, 1nc . " 0207287LJ Hartford 'CT BO CODE " PRODUCER BRANCH OFFICE IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. 3.'THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS FOR WHICH A PREMIUM IS INDICATED. THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. COVERAGE PARTS PREMIUM ❑ Commercial General Liability $ ❑ Commercial Property $ Commercial Crime {` $ ❑ Boiler and Machinery $ [� .Commercial Inland Marine `: $ ;Y, . 264 . 00 ❑ Commercial Auto $ ❑ •F 11,.. t $ ❑ Premium is payable;in-installments: See endorsement. TOTAL y 1 . :. POLICY ► $2 6 4 . 0 0 PREMIUM 4. FORMS APPLICABLE TO ALL'COVERAGE PARTS: (Show Numbers) IL,0017 ( I1"/8"5")HBIS- 13 (3/89 ) :IBIS--1 (9/92 ) HBIS-30 (9/92) 40471 (9/92 ) C1.1.00 (11/85 ) 47681 (2/86 )40741 5/93 HBIS 1 HBIS4 BUSINESS DESCRIPTION: Single family ,inder cdInstruction 6. FORM;OF BUSINESS- , El'individual ❑ Partnt' .� Corporation El Joint Venture El Other ' L�7 ersigned: u / ate O'Neil°Nei1 1AethOtizedRej464itathi Includes copyrighted material es Office,Inc..with its permission. „ - Copyright,In- -Mice.Inc.,1984. MEMORANDUM OF INSURANCE . 1 t CI-100 (11-85) CM 00 01 11 85 COMMERCIAL INLAND MARINE CONDITIONS. The following conditions apply in addition to the Common Policy Conditions and applicable Additional Conditions in Commercial Inland Marine Coverage Forms: A. LOSS CONDITIONS signed. A. ABANDONMENT 8. Send us a signed, sworn statement of "loss" There can be no abandonment of any property to us. containing the information we request to settle B. APPRAISAL the claim. You must do this within 60 days after our request. We will supply you with the neces- If we and you disagree on the value of the property or sary forms. the amount of "loss", either may make written de- 9. Promptly send us any legal ,papers or notices mand for an appraisal of the "loss". In this event, received concerning the"loss". each party will select a competent and impartial 10. Cooperate with us in the investigation or settle- appraiser. The two appraisers will select an umpire. If they cannot agree, either may request that selec- tion be made by a judge of a court having jurisdic- D. INSURANCE UNDER TWO OR MORE COVERAGES tion. The appraisers will state separately the value of the property and amount of "loss". If the fail to If two or more of this policy's coverages apply to the y same "loss", we will not pay more than the actual agree, they will submit their difference to the um- pire:A decision agreed to by any two will be binding. amount of the"loss". Each party will: E. LOSS PAYMENT 1.• Pay its chosen appraiser; and We will pay or make good any "loss" covered under 2. Bear the other expenses of the appraisal and this Coverage Part within 30 days after:. umpire equally. 1. We reach agreement with you; If we submit to an appraisal, we will still retain our 2. The entry of final judgment; or right to deny the claim. 3. The filing of an appraisal award. C. DUTIES IN THE EVENT OF LOSS We will not be liable for an y part You must see that the following are done in the event been paid or made good by others. f a "loss"that has Of"loss"to Covered Property: F. OTHER INSURANCE 1. Notify the police if a law may have been broken. If you have other insurance covering the same"loss" 2. Give us prompt notice of the "loss". Include a as the insurance under this Coverage Part, we will description of the property involved. pay only the excess over what you should have re- 3. As soon as possible,give us a description of how, ceived from the other insurance. We will pay the when and where the "loss"occurred. excess whether you can collect on the other insur- 4. Take all reasonable steps to protect the Covered ance or not. Property from further damage. If feasible, set G. PAIR, SET OR PARTS the damaged property aside and in the best 1 Pair t Set. In case of"loss"to any part of a pair Possible order for examination. Also keep a rec- ord of your expenses, for consideration in the or set we may: settlement of the claim. a. Repair or replace any part to restore the pair 5. Make no statement that will assume any obliga- or set to its value before the"loss"; or tion or admit any liability, for any "loss" for b. Ppy the difference between the value of the which we may be liable, without our consent pair or set before and after the "loss" 6. Permit us to inspect the property and rea. 2• Parts. In case of "loss" to any part of Covered proving"loss". Property consisting of several parts when com- 7. If re nested plete, we will only pay for the value of the lost or q , permit us to question you unt damaged part. oath, at such times as may be reasonably quired, about any matter relating to this in H. PRIVILEGE TO ADJUST WITH OWNER ance or your claim, including your booksIn the event of"loss" involvingroe of others in records. In such event, your answers mu:. property your care, custody or control, we have the right to: "�' Copyright, Ins aces Office, Inc., 1983 HOME BUILDERS BUILDER'S RISK COVERAGE FORM This form'.is,subject to the information in the Declarations and the Policy Conditions, Schedules and Endorsements. Throughout this policy, the words you and your refer to the Named Insured shown in the Declarations. The w'grds we, us and our refer to the Company providing this insurance. Wordy \\and phrases that appear in italics have special meaning. Refer to Section F. DEFINITIONS. A. COVERAGE We will pay for direct physical loss to Covered Property from any Covered Cause of Loss described in this Coverage Form. 1. COVERED PROPERTY, as used in the Coverage Form means: a. " Property which has been installed, or is to be installed in any one to eight family dwelling, private garage, or similar building that will be used to service the dwelling which you have reported to us. This includes your property and property of others for which you are legally responsible; b. Scaffolding, construction forms and temporary structures, but only while they are at a location you have reported to us; c: Completed dwelling which is being used as a Model Home when reported to us as such on monthly reports with an amount shown; and ti d.- Paving, fences, shrubs and-plants. 2. PROPERTY NOT COVERED Covered Property does not include: - a. An existing building or structure to which an addition, alteration, improvement, or repair is being made; b. " Plans, blueprints, designs or specifications, except as provided in Additional Cover- age section of this Coverage Form; c. Land. 3. COVERED CAUSE OF LOSS Covered Cause of Loss m A of direct physical loss to Covered Property, except those causes of los ,n the Exclusions. 40471 Ed.9-92 Page 1 <rt t' t n yf 1f irr, 1 r rrp { t �rs`� hl�ti r+ 3i{ T�1kyn)aeYtJ,,w �..`. SYMBOLS Allen'} a -: ��� Ii`r`a .z. r )�r`«":Sr. S'frs} �i'.�>r' • •1A'> rW- ✓�'''i1 n r .rtl�' >'S• `!'��Lr.. -[••�. "". n�I_..._ ( 1 e-.f as d �! s' :h Y,� •'�'vy '�d�dlt��`?,. �, �,� �' r'T it/.�� f._1..•.... � ..... • y III�q�° ,•`' .t v t o, c ..ttYV R:q f�d Y.;i..-. r _...._.._... ABBREVIAnONS t lee, J ciT ��ypEr'a•T.1 11. _ � 'i 11�Ij .. O� 10 t TiR � � I (' ���-�__. 1 b' It n� `Ja '� ,_ yam' - _ �Cl] [!C—� _-•� ��._ i n`l� _ _ �jrtU11J�uuJ'I�ii3cre'icCA��'.<r•f`�l R ppr Crenl r (g' 4 --�•-r ix Ock t ��1 n-1 1 0 {rQ;yjF,11• rl is: �1 1U1�8x 11 :� �G 11.12 i 1. I B:.I �I < - toy 1'a•a�r 0 ! '\ cup . � A4Ts �I'('c 11•Cx12.3 I 11�q�104 -, -_._,- - �• .. r- iJriG it ! � r .. � � .alnn.i.l.. Car.• � I t_Y .. .I 1 ..,,.•.�,._,.. ... I3I g II nr _ ....._.._ „ •.' _ '�- (•,� •I1. is plv.r ,d`^J�.—� ( ...--.��._..� • r ' 1 t_ t� r; y. S ,wl ..eb '^Y l���M" ♦ I - -- j/ \ emu,•, �..,......M�.... - .- lil J`.. W\m1: i / y u FiHi ------------------------- th "'d`zi FHUNT ELEVATION y�.V�. •1 t ' Co J r� ,:. � I W 3 p 1 OI LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION 1. }��'fir * � \,. •_ .. � ,, _.?. ._:.1.I.r.�.....•.._r _ ._� ��....._. ..._...._._�...._.yn.�.�.....�—_— _.... ....a_�...�� _._.. •�.._.-..Ott-.4�✓�� — ....w ..e t_..-... ,-,.,'Mti. V art : J f I far Cn> /i; OECKa/Qpl X, I n r` —_ 1 _• ice.._ /-_!./.<G�_ 5 .•. o - - F7 J I BKIf NA Sr �:-+''; / ,'sr;._ . . i_ -�- �� �? r '; GREAT ROOM ��wl �� � ra - 1�'..,�,....,.>1 •. - ';��� C) 6 U? y�iS Y, .cl "' � ` -- - S� :nI.f2A}�•+ T •�� � I c 4 RASTE .EOAOON l- L -- - ; LED s r_ - I ._.._ �•! .. .. i -mil `i- -,�-_ .'�j i w1 'r•.( 1=7 L� p DINING v� .. I 1 �• ,• � Ill r..l..�., ..« _ram' ,t� I � I -ooaT'seneume _-- fi v I I GARAGE �I --- - —:.=.; •„ ���� � , . . .. 2 � z . Ins• ,_I 3 �.ir"+ir`r rf a� r�i,.. 'r• I IF _ —I _-1 . �< -�t--_-_i:—I i i�� ro-,l -r-t'-L_ LLJ az W P MAIN FLOOR PLAN <ta' rpIg1EGTWN f .r ,,. • ono OM 0 I I I • - i ----_.. I.._ _ i/ ---IMF - )�'! `�'i=t'._ 1 i I 1 rf I— I I BEOROON ` \ 1 LU 1 _ --- -- -- -- -- - "f - - - -- -- - "� - - of - - -- - " UPPER FLOOR PLAN =oo `k'• -y.,-.--___._-'r.'- - - ---.—.._...+ .._,..,.:.�—..._...._... ...-�__.....,..., ..�f.:.a_.,,_, ti ...r .. .._..y.-. _ .... �.w�:iu�, .. .. _ _s.;..�; _. ._.....__�c.:E._....f ..•..w..r...._iw.'i�. _� Assessor's office(1st Floor): - Assessor's map and lot`nur0ber SEPTIC SYSIEM 2&aUS gat rot. Conservation(4th Floor): '� INSTALLED IN C01VIPL1A o . Board of Health(3rd floor): _ WITH TITLE 5 t Dsa33rADta Sewage Permit number — - ENVIRONMENTAL CODE A "a o. d� Engineering Department(3rd floor): 7 '7;OWN REGULATIONS goal House number Definitive Plan Approved by Planning Board _ / 4 APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only C- TABLE TOWN . OF 'BAR BUILDING INSPECTOR 1 APPLICATION FOR PERMIT TO S f 11 am�� { 4"h0 V1°1 e TYPE OF CONSTRUCTION W 06 A 19 93 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby ppi applies for a permit according to the following information: I Location 37 W h � { VAda 1 D e'm o,,-s4o nS Yn � b lS , M-e, S S , n l Proposed Use I Y`n1 y Zoning District Fire District Name of Owner Y�e�''t y r ' lG I��YY�G,-� 01 Address L71 QVAe- Le""r— Name of BuildersG VV � ��1 Address SOS/2 Name of Architect 610 o D Oct f Iq V� Address 3 O 0 / (A -'n�) t-e Pe-s M,0 i a CS �1� Number of Rooms to Foundation C0 NJC-�r�.f` C� ce-V S � RemExterior Ce yQ� Floors Interior Ll1L+a J Heating Plumbing Cz (�a-1-�• s Fireplace Q s��� Approximate Cost 0 Area f 5 tab �d eraot 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 the above construction. c� oA� gag �S Name 1�C'�f �fy 1`flC� 11i q;1�G Construction Siipervisor's License McNAMARA, KERRY _ `1 No , 36177 Permit For 1 2 Story Single Family Dwelling Location 37 Whitmar Road ' Marstons Mills - Owner' Kerry McNamara Type of Construction Frame I A Plot Lot - 2 Permit Granted Sept- 17 , 19, 93 Date of Inspection. Frame' 0 19 Insulation 19 Fireplace - 19 19 Date Completed JC9 . b i PUTNAM ROAD I LOT 117 LOT 118. 113,)JO Fr - !90 t Z z I � � vN oN o 0 s Q' NC o OTC: Tuts / ,w zs NOT To 96 UsSC� -ra EXACTZy LaATe 0l2 P-�ERM2Ne- ".5/ " L 0 T LpT PSOLOJWY L-AIDS. . C,oNr✓R�6 w 119 53 f 19.9' Ass Es�oe s kafeerjZ6 : W 57 OF A SS.97 g�, sZ EDWARD L. Gr. p^ (DID . / S �Z 3-T S.3 W PESCE f` 72 CIVIL No. 32o01 CIST k% WHITMAR ROAD �`� FSSIONAI E�6 I GiEERTzFY CHAT 'rHt5 Y�rn�bAT�o�I u/N ON T}tzs RAN u [.oust-IEZo DN -rrlO G&We AC sVl01, IT 'f PGAIJ MA 3 bVHrMAk R a MA om,,oj& SY-LAuls D� THE 'TOWN Q� gAR/USTAl4L,�, 5---r [)qas n0or �zg WcTH-ov -FHe rz,000 Puy NaJOAAEo 62ko Mp,-t Mg.. gaky McNAWA sNowm Om -Rir F F-.M. A, fiwL �ZNsNRANGz= BOX I I yy 5rggVful�6 MA OZ6-!25' RP,Tf-:' MAP - C-emft4nyr-rY F�wrzi. No. Z50D01- SGAL.rr- : 6 A-r-E 0019 b I tw a gUz-y 0 , l Iq2. i " = yo" 1/0 sir. 93 L C,. 36q 3 L 50N A Law E ,0S'rgR v� MA iE�owA Pb L , PESZ 15 , P Ski �4i<,s�vr fin' Yrr. 't. }rtip.tiF c�(yrd$FS� ,•'Tia:§t,;kS�`:-i�'-. . - r r TOWN OF BARNSTABLEc 1 BUILDING DEPARTMENT Permit No. ................ tw I TOWN OFFICE BUILDING Cash 5 4 6...0 0) .e,o• �•KAI HYANNIS.MASS.02601 Bond . ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Kerry McNamara Address 37 Whitmar Road . Marstons Mills Mass. USE GROUP FIRE GRADING _OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL: NOT:QE OCCUPIED 'UNTIL..- = SIGNED BY THE BUILDING INSPECTOR UPON' SATISFACTORY:COMPI IA'NCE WITH`TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 1,19.O.OF THE MASSACHUSEITS STATE'. BUILDING CODE. _ 0 January 20, 94 L 19................. Buil ing Inspector —PAYABLE-TO:- \ ' TOWN OF BARNSTABLE BUILL_'NG COMMISSIONERS OFFICE Kerry McNamara DATE 37 Whitmar Road Marstons Mills, MA 02648 ACCT.# = �7�700 �05— VENDOR# AMT. JfYk PO# AV APPROVED BY �- 1 *'fur TOWN OF BARNSTABLE Permit No. .36177 BUILDING DEPARTMENT Cash (54.8...00). TOWN OFFICE BUILDING ) � i6)9• I ��a�►+` HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Kerry McNamara Address 3.7 Whitmar Road Marstons Mills, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY. COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. January 20, 94 ..................... 19. .... .. . .. 13 ngInspector y I i Asz-sS:��s' p1oC T2' CONTINUATION Or ROAD BOND The u::aetsle—.ed our et/contrac:.or he_ab ac-ee tO mai:L _n their -rOaC bond '4 force unt='_ the folloviz,, work, it==s a== cc=leted to the sat=stac==en of the Sect_on of the Dena=—ent oZ Public work ica= and seed s:.c::_de=s as soc. as waa_ae_ pe \ /� •1 L.l T 'ON � .lam-YL== �,v �.�... -- THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m A LI DATA dARNSTABLE, MASSACHUSETT� NUILDING PERM-fr _J :�_j Own e r DATE NIP 361-77 19 PERMIT�N6. PPLICANT_..& I-I' . r ADDRESS C)Uffe r IND.) (STREFT)'- (Col' "Build dwelii-n-j; NUMBER OF NTR.S LICENSE, PERMIT Ic,' (TYPE OF IMPROVEMENTI STORY Sirq'lt! DWELLING UNITS NO. (PROPOSED USE) AT (LOCATION) wji-Lmar Noaa, 11arstons fiiiis ZONING (NO.) DISTRICT (STREET) BETWEEN 'ICROSS STREET) AND - ,I C R 0 S T R E E T) SUBDIVISION LOT ',I LOT-BLOCK SIZE BUILDING IS TO BE FT. WIDE By FT. LONG BY FT. IN HEIGHT AND TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR 14 VOLUME 0 ESTIMATED COST $ tj PERMIT (CUBIC/SOUARE FEET) FEE OWNER ADDRESS BUILD114G DEPT. By 'HER] THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THER RARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT .5 EITH R TEMPO PROVED BY THE JURISDICTION. STREET SPECIFICALLY PERMITTED UNDER THE B -!LDING CODE, MUST BE AP- OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBL *1 SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPL ANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR -APPROVED PLANS MUST jE RETAINED ON JOB AND THIS WHERI APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMI 1 ARE REQUIRED FOR S ELEC.7 ICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MEC A CAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL OUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED MEMBERS(READY TO LATH). UNTIL 3. FINAL INSPECTION BEFORE FINAL INSPECTIO'N HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM' S rREET BUILDING INSPECTION APPROVALS N-T FRO 4S- PLUMBING INSPECTION APPROVALS ELECTRICAL -4SPECTIO.t-APPROVALS 2 2 2 77 HEATING INSPECTION APPROVALS E%J�INEERING DEPARTMENT v,.- 11 86 Co BOARD OF HEALTH -C/y CI�HER SITE PLAN REVIEW APPROVAL ic!, WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT *W!LL BECOME NULL AND VOID IF CONSTRUCT I ON INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT ;S ISSUEDkAS NOTED ABOVE. NOTIFICATION. E IN i Town of Barnstable Assessors Division Page 1 of 3 k CC ,llOL,eei' � �. SAWN btASS> a ai ya .%� - �� �i/� �L'V 'ir✓ 'T i'7 d LL�1'`Svh' Ys�'y � 4:. - 1 .. .:. ''' k� ?t;� m. /- 3 .: .:.::::F. .:•. x` .t.: 1t�IYww..:.n.rl.�..raY:mA:.:v«:i.� ��� Your Location : Home : Town Departments : Administrative Services : Assessors Division : Property Results <<Back-Forward>> Tuesday, April 2, 2002 Assessors Division- Property Results Data is based on Fiscal Year 2002 Assessor's database and is provided for informat. purposes only. 37 WHITMAR ROAD ' Map/ Parcel/Parcel Extension: 6�Mngddress: 057/118/ MCNAMARA, KERRY & ELIZABETH Owner of Record: MCNAMARA, KERRY& ELIZABETH P O BOX 1144 Property Location: OSTERVILLE, MA 02655 37 WHITMAR ROAD Parcel ID:057118 VIe Map;' Fiscal Year 2002 Assessed Values Appraised Value Assessed Value �1 Building Value: $270,700 $270,700 Extra Features: $ 3,300 $ 3,300 Outbuildings: $ 1,000 $ 1,000 Land Value: $ 127,300, $ 127,300 Totals: $402,300 $402,300 Sales History Owner: Sale Date: Book/Page: Sale Price: MCNAMARA, KERRY & ELIZABETH 7/15/1993 C130926 $66,000 BISPLINGHOFF, ROSS 2/15/1992 C125.862 $ 110,000 HALLETT, D C &SHIELDS, R M 12/15/1985 C104674 : $ 130,000 CALLAHAN, JOHN R TRS 12/15/1985, C104651 $ 1 ,^ CALLAHAN, JOHN R TRS 12/15/1985 C104650 $ 1 CALLAHAN, JOHN R TRS 4/15/1985 C100995 $0 ,Land and Building Description Land. Building - t , Lot Size (Acres): 1.01 Year Built: 1993 Appraised Value:$ 127,300 Living Area: 2617 Assessed Value: $ 127,300 Replacement Cost: $260,241 Depreciation: 6 http://www.town.barnstable.ma.us/comeonin/Departments/Administrative_Services/Finance]... 4/2/2002 Town of Barnstable Assessors Division Page 2 of 3 a Building Valuer$270,700 Construction Details Style: Cape Cod Interior Walls: Drywall Model: Residential Interior Floors: CarpetHardwood Grade: Custom Grade Heat Fuel: Gas Stories: 1 1/2 Stories Heat Type: Hot Air Exterior Walls Wood ShingleClapboard AC Type: None, Roof Structure: Gable/Hip Bedrooms: 5 Bedrooms Roof Cover: Wood Shingle Bathrooms:.3 Bathrooms Total Rooms: 8 Rooms Outbuildings & Extra Features Code Description Units/SQ FT Appraised Value . Assessed Value HOTT Hot Tub 1 $ 500 $ 500 SHED Shed 128 $ 1,000 $ 1,000 FPL2 Fireplace 1 $2,800 $2,800 Building Sketch 0 wwb; iltti� 19 11 � AS' ay rri 2- i s 12 1 GAS Pi7 tlh eEw Maps; Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area (Finished) UHS Half Story (Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area (Unfinished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story (Un1 FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfi FHS Half Story (Finished), . SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/comeonin/Departments/Administrative_Services/Finance]... 4/2/2002 FROM CCIPM °HONE NO. 503 .42E 0503 1?a? *34:23:" Pal The Town of BarnstMAU able S6.7 1% Department of Healtb Safety and Environmental Se.n•ices Building Division 367 Main Street,hiyannis MA 02601 (ffice: 309-8624038 FAX; 508-790.6230 R31ph 0'O.t.0 Rrih�ang C mulniscioner April 8, 1999 Keny McNamara 37 UVJtitinar Road Marstons Mills,MA 02648 Dear Mr.McNamara, Conllrming our conversation today you will / 1) not construct your punting green at 903 West street without MA approval, 2) removo all items from your garage that are not aoceswnry to tile,single family hmiw there,. You will also notify me as soon ax you inake arratrgen)entc to mono the contents our of the gatltcr. This will happen within 48 hours, Sincerely, Ralph Crosson Building Commissioner RC/sc 'C6"ifled#P'939192 444 g990409a b Y% %F ► "' ohs W; C0,11 y.d w�m ' �d . � 'None., ° 'MI eWI)01.Q-4t.5 �aVC 2 s d.o haw - sm��y At- P,616 In s y Rff _ 300 03C0 •v.lV- - r^ cLAss I . . .. 0037 01/04/9b 1011100 0988 R057 . 118 3� LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS---- T= Size Dimensio Y UNIT ADJ'D. UNIT ACRES/UNITS VALUE Description MCNAMARA, KERRY & ELIZABETH MAP- Land By/Date n CD. FFDeth/Acres LOCJYR.SPEC.CLASS ADJ. COND. PE PRICE PRICE +LAND 1 61iTDD CARDS IN ACCOUNT - L 10 18LOG.SIT 1 X 1 c=13C 100 46999.99 61099.9 1 .00 61100 N9LDG(S)-CARD-1 1 224P800 - 01 OF 01 ' A 11 1RESIDUAL 1 X .01c=13C 500 94 00.0 0 61100.0 .01 600 NPL 37 WHITMAR RD MM N NDL LOT . 27 : LC 39614-8 MARKET 28200 p BATHS 3 .0 U 1 X B= 100 13200.00 13200.0 1.00 13200 8 NRR 2142 INCOME FIREPLACE U X B= 100 3900.00 3900.00 1.00 3900 8 USE pJACUZZI U 1 X 8= 100 1 .0c 5400.00 1 .00 5400 8 APPRAISED VALUE A 286.50C A U PARCEL SUMMARY A U LAND 61700 T S SLOGS 224800 A T 0-IMPS M TOTAL 286500 F E N CNST E DEED REFERENC Type OATF Recorded PRIOR YEAR VALUE q T Book Page '"et. MO. rr.D S`'e'P"°' LAND 61700 T S C130926 :TE.It07/93 P 66000 SLOGS 224800 U C125862 , V:02/92 N 110000 TOTAL ' 286500 R C104674 :: V:12/85 N 130000 E I BUILDING PERMIT *SKETCH CARD ON S Number Date Type Amount FILE............ LAND LAND-ADJ INC ME SE SP-SLDS FEATURE BLD-ADJS UNITS *DWELL 85% COMP 61700 22500 836177 9/93 NO 95000 1 /94.*100% COMP. Class Const. Total Vear Built Norm. Obsv. 1/9 5 Units Units Base Rate Adj.Rate Ae1u� 1,t9 Age Depr. Contl. CND. Loc. %R.(3. Repl.Cost New Adj.Repl.Value Stories Height Rooms Rms 9aths •fix. Partywall Fec. 018+ 000 110 110 76.15 83.7793 9773 1 99 100 99 227099 224800 1 .5 8 5 3-.0 10.0 Description Rate Square Feet Repl.Cost MKT. INDEX: 1.00 IMP.BY/DATE: ML 4/94 SCALE: 1/00.55 ELEMENTS CODE CONSTRUCTION DETAIL S SAS 100 83.77 593 49676 GROSS AREA 2703 SINGLE FAMILY : DWELLING CNST . GP_00 T G14. 60 50.26 528 26537 N -----25-----* . STYLE -oil COD ____ 0._ FOP 35 29.32 164. 4808 *---15---10 FWD 10 DESIGN ADJM?_ _020ESICN _AO,fUST__ 1_0._ R IFS 130 108.90 T12 77537 4 .. 1SB 4 ! EXTER.IiAItS 10CLPeO/SHINGLE 0. U FFB 650 65.00 8 520 *-----2.3-*---15---*23----*--11-** ----------- PE --- -- - -- C HEAT/AC TYPE _11 GAS WARM_AIR ____ 0._ T FWD 85 8.50 250 2125 ! IFS ! B15 ! 1SB ! INTER.FINISH OSPLASI'O -_ _ 0. U 1SB 100 83.77 60 5026 ! ! ! ! INTER.LJff()U II GOOD_ _ -__ 0._ R 1SB . 100 83.77 209 17508 ! ! 19 19 INTER.VUALTY _02SAME AS EXTER.-__0.- A 815 42 35.18 593 20862 ! 29 BASE ! ! FLOOR_ STRUCT _02W0 JOIST%BEAM _.__0._ L p W 32 32 ! EFLDOR_ tOVER_- T4TILEOHDYD%CPRT 0. E Total Areas Aux - 414 Base _ 1574 ! ! *--11-X4-11--* ROOF TYPE _I!2GA8Ll:=MOOD SHQ._ BUILDING.DIMENSIONS ! ! ! ! ELECTRICAL 02ABOV AVERAGE 0. ---------------------- SAS W11 G14 S22 ' E24 .N22 W24 .. ! ! 13 ! FOU4DATION 01POURED CONC 99. SAS S13 FOP S07 . W20 N10 E08 ' S03 ! FFB *-8--* 22 22 _ E12 .. SAS W12 M32 1F8 W23 S32 *--8-*--* *--i2-* --------------- --- - -- ---_-------- NEIGHBORHOOD 0488 COTUIT L E02 FFB S01 E08 N01 W08 .. IFS . 10 FOP 7 LAND TOTAL - MARKET E13 NO3 EU8 N29 .. - * SAS E23 FWD ! ! ' 614 ! PARCEL 61700 286500 E11 MID W25 S10 ISO W15 N04 E15 *----20----*-----24-----* AREA 16530 SO4 . . . FWD E14 1SS E11 S19 VARIANCE +0 +1633 SEE APR FOR CONTINUATION STANDARD 25 a M N id A U a rn �$ .00 rr = = = = = = = J� o g,, r I I k 000 fV apgZv�i I I I II ON Ca II o z • I I 6ErIZOOM _ I Cld LL •_ II r � II w II L — J tv i F-X15TIN6 5F-CON12 FL,00P PL-AN PLAN L�EGFM2 — EX19MC,WALL f0 WMAIN F+� ®—EX15-nN6 WALL'rO DE MMOVU2 N c d Cd fa WINDOW r09E REMOVED wr a 8 / ® \ 4 0�0 t�t p %COM7 FLOOR 'S o`to — — — — — — — — — — — — — — — — — — — — o 000 o 000 ap°gZon 00 FIR5r FLOOR - - - - - 0 rop of SLR 0 i F-X151'IN6 5OUTH F,[-FVA1'ION � SCALD: i�ellai�-oll � M . ® FFMas o C4 . SLIDER POOR fODEIMMOVED ® WINDOW r0 BE IMMOVED cJ/ f0 CAE RELOCiED r WOOD STAR&MAMORM rO M;MMOVED W 2 -45'i'IN6 NOP,,TH F-I-FVATION M A3 SCALE: 1/811-P-011 0 IFFMI A Q a J V �O M h 00 C M LLUJJ 00 A �O _ 00 W o 00 t N - w X 00 r,A In N fyt�� tr" CC b m rc eE IMNACV 7 F�X15TING WF-5-' F-LI�VAVON z t� n •O I I SECOND FLOOi2 14 (J - J _ I EMI w .r-, POOR B WINOOW5 �T1 rO EE IeMOVEI7 w 2 -45TING FA5-r F-L,�,VAVON Ate} SCALD; l/8"=I'-O" 0 M Q rr - - - - - - - ,� II �I r — M II � goo co �� I I co N 0 N X C pp II acozLS II . rA ON 0 I II O MAraiE $TWG OK99ME Z �3 � II MPROOM I I NEW WALL OVER WPLL EELOW II i =70 L J PELLA L — J-J r2- HEO. 10" EO. II r II L �I Cd LL11 ==Jjj i 5r-CONP FLOOP, PL-AN p[-AN NorTH L�G�NI� 0—EXI51IN6 WALL TO REMAIN O ®—NEW WALL AUA� 2x4 INTERIOR/EXTERIOR WALL5 Note: CONFIRM 51ZE &LOCATION OF WINVOW n PRIOR TO OIVERING INC FELLA �1 " 1701Ii1.E'-FNNG 11 r U MATCH E 45-nN6: \ a 51171N6 (� M M15CEU.ANEOU5 CefAIL5 F ® , ® ®I �/ TOM 'N RAr 'A (71'PICAL) V � }�� _ _ —SECOND FLOOR O U p --._...._ ._ =1 — — — — — — — — — — — �xCtl� l — C oo p a❑ F1�5T FLOOR t01'OF 9-AOIUQ -d x '• A7 SCALD, I/8"=I'-o" P9 V SECOND FLOOR — _ _ _ - J ' v ®® J ®® C) O O 2155-2 � 2135-2 2 FA5-r F-L-F-VATION 0 (�1 RIDGE VENT A ICE &WATER 5HIEI.P ENTIRE ROOF IN5TALL 5HING1,E5 A5 PER MANUFACTURE RECOMMENVA1ION5 FOR SLOW SLOPE APPLICATION R-30 INSULATION a PROP-A-VENT OR EQ, 5/B" CPX ROOF SHEATHING 2xIO 0I611O.C. O f�1 12 MATCH EXISTING cM Q +/-2.5o 0 Ix STRAPPING 0O00 N _ VAPOR D;W6leR += x 00 1 1/2" 5 EETROCK a oq z CONTINUOU5 SOFFIT VENT MATCH EXISTING 51VIN6 TYVEK PUll-PING WRAP F < 1/2" COX FLYWOOP � 2 x 4 5nV5 PEPROOM g R-15 IN5ULATION 0 VAPOR PARRIeR c~ 1/2" SHEETROCK 04 MATCH EXISTING INTERIOR FINI5HE5 MATCH EXI5TING FIN.Ist. FLOO M EXISTING WALL A y EXI5TING U U 5 i f3U1�1�ING S�C�'ION � A9 sc��; I/ 411a1 �-al PUTNAM ROAD pl, 17 X)9Z 0 3SRe. q 53 se - s NDT�I Cl.lC1D (S-1 P LOT IIZ ---OT 18 L_%kl0-111 C=LNL� P r, 5 gll� q 3 )50 >-r 2 - f . S'...._.T a -L _....... _ t L v`. ...... u S TU � 'L.. . W - -PVa RT it T/ 7.1' y yryr:i t5.s F I Kam'/ 19.7 ZO 53 1y.9' 67 OF M i Pr SS.g7' EOWARO L. i PESCE 610' 77 CIVIL No, 3200, WHITMAR ROAD fSS NALiG l � S GERr�>r y THAT �Jud,ATTpn/ S WA) 0J • Tess � � ���o oN Tic AvA T Ar z'r-s POsrrrzTzcrV Wrf-�s CaXORM -ro-rw 37 Gt/t�rr-MAC' PCa �i7Tirz`i", M-� , 4W;f4J& aY-LAuls OF -rrtg 'rOw& or- �T l��s NOT Lzl. wc7Ht vv THE A; a o p4p0N '+° MA.-r m9s. 9Uky me kA AA 4 _ -smowm oti ?PHt�- >=-t-:E.M. A. -.LA)-rM \'AA)09 sOX I 1 yy 5r6kvlu,)5 MA 61z6- RPT� Com"P�n -rY PANEC. No. 2-5-000.1- sGALc: : E ° REFS 00 Is a , -�� SU�y 2 , lqqz , 1 l/ - yo' i0 s� 93q�y - F�yG� �NC�1�IEER�U(,t�SSGr�r�: 3 L-50N A LPN E 1 OsrgR V�� I Mf 1 t�S t �nw,a/eo L , Pose� , f' �. _ J . Y PERCENTAGE OF LOT COVERAGE 28 LOT AREA 43791.0f S.F. EXISTING STRUCTURES 7.3% U T E � o EXISTING PAVEMENT 3.7% g 1, POOL 5.7% \ TOTAL COVERAGE 16.7% V tK Q` LOT 28 � l � �a-- LOCUS MAP Q �`� •� POOL HOUSE R �, PLAN REF: 39614 B (2) UNDER CONSTRUCTION 0 CERT REF: 194136 ,6 ASSESSORS MAP: 057-118 y ZONING: RF SETBACKS: 30'-15'-15' LOT 27 POOL sr� PANOEDL NOUMBER: 250001 0018 D 43791.0 SQ. FT. DATED: 7/2/1992 1.0 ACRES ' PLOT PLAN OF LAND ---- -- ti1 LOCATED AT: _ 37 WHITMAR ROAD goo s�• ==== #37=_-_--_- - MARSTONS MILLS, MA PREPARED FOR: �S °Ro• SHED - OP WILLIAM - MCNAMARA F�F OCTOBER 9, 2012 e� P REV: LOT 26 �°'^�,�1 ��� �� REV: �X REV: YANKEE LAND SURVEY - CO, INC. GRAPHIC SCALE 119 ROUTE 149 40 0 20 40 60 MARSTONS MILLS, . MA TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 40 ft yankeesurvey@comcost.net www.yankeesurvey.net SHEET 1 OF 1 JOB#: 54864 JM w—��. _. ,5�_., •. .�.y�—,� yTe r. - .,i r y _ _..i.aAp'.S � W:+ .ai� - .. y �Y_.e—, a.:sY"`_r PERCENTAGE OF LOT COVERAGE LOT AREA 43791.0f S.F. 28 EXISTING STRUCTURES 7.3% o U T E EXISTING PAVEMENT 3.7% • R POOL 5.7% Q• T \ TOTAL COVERAGE 16.7% ��lo o <0 CIA V PC-) 5 4lk LOT 28 \� ��• ti Q �� POOL HOUSE 5r LOCUS MAP UNDER CONSTRUCTION �A- PLAN REF: 39614 B (2) CERT REF: 194136 o, ASSESSOR'S MAP: 057-118 ZONING: RF SETBACKS: 30'-15'-15' POOL �O- FLOOD ZONE: C LOT 27 PANEL NUMBER: 250001 0018 D 43791.0 SQ. FT. � DATED: 7/2/1992 1.0 ACRES PLOT PLAN OF LAND _______- �F�,4� LOCATED AT: ________________ 37 WH I TM AR ROAD \�o s�. ==__=#37_ __=_= MARSTONS MILLS, MA PREPARED FOR: o- SHED - / WILLIAM MCNAMARA F-;,; OCTOBER 9, 2012 P�Ale STEPHEN a REV: \ \ �,� of LOT 26 \ �1 ��, a 007 ram ' REV: �a° REV: AI YANKEE LAND SURVEY CO, INC. \ \ GRAPHIC SCALE -z. 119 ROUTE 149 40 0 20 40 80 MARSTONS MILLS, MA { TEL: (508)428-0055 FAX: (508)420-5553 I1 'inch = 40 ft yankeesurvey@comcast.net www.yankeesurvey.net SHEET 1 OF 1 JOB#: 54864 JM TOWN OF BARI�STABLE SMOKE DETECTORS REVIEWED - - � 2013 APR -2 PM 4: 03 BARNSTABLE BALDING DEPT. DA E o U O O L FIRE DEPARTMENT DATE D B SIGNATURES ARE REQUIRED FOR PERMITTING IVISMIN 43$1/2• T-61/7 36-0• •V7 0) IT-9 lAr C 3'-91/4' 3•-91/4' 7.63/4' 3'-10314' 4817 T 7-6' d'•d tl4' 4•-93/4': 0) ING N O TW3032 42 , TW3042 r V.I.F.STEPS ON i • 171,, w :o TO GRADEo0 Sp t�BATH 'I t'f,1r II VIA°/fLL NOTE:MATCH NEW WINDOW I= ' . 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TO GRADE NOTEMATCH NEW WINDOW C I \� LL TO EXISRNG WINDOW SIZE 00 NOTE:BIIILOEA TO VERIFY \/ 11 Z Z Q c) EMSNNG 8 NEW DIMENSIONS TW3M2 %\ .11 CONF.AREA: v 4 II W TA O 0 N DESK 1 l l I Z m � _ 1...__--1._ -.T._------ Q o O Q p REMOVE r _ I If d W Iv _ EXISTWALLING _______ __________________ _ i F II I CIA, z POST ON FOR j F ckti L`� a S-0' I� I RIDGE ABOVEcn - \l (� 9'J t2' W OPEN TO 11 w° rL 2 ct BELOW a O 1 OPTIONAL WALL NEW LOFT OFFI E w1frC.O. ;1 �;,xg c3' ------ - - OPEN RAIL I`�7/10 I T. .. ; EWALL c. 76' I 7-w - - 1 KNE '� n ALL G RGAF 1� EXISTING cWa`:` y.-'+ it'll a a ..p.l t-.II b EAVE Q 4 �� Z NOTE BULM r VERIFY O EXISTNG 8 SIONS to A21-2 Q m > 4 ? Z WY-0 Irr �Ycr T-W ' E"�� "r I !?� .W EXISTING Z Z 6-0I.- S-w Iz(r T-w zo e'a z-0' O Q 24•-0' 1 z-(r f— W a J xp 36-0' A Q CC CC cr `�� SECOND FLOOR PROPOSED o 2 L �'����•- , 1,070 SO.FT. aO z kr; s a 0 '- OD BOTELLO SriuE 1/6' PO J DATE 11/28/12 AN ! C ENT D ORAwN eV PAB i ESTIMATING RE\A$IpNS: ORAVNIGNUMBER GDPYRIGHf SPB A4 DESIGN$2a12 tl I • r•f .a y RIDGE VENT ca - E0p4 �.0O2a i� U)C7 Z LA Q tz 2X8 DECK JOISTS Q _ Q1+ 6.O.C. s Z v Q cc0 v 6)(6 P.T. co 6X6 P.T. .'.I' J - -- -- POST ON POST DN � Cn =) X Z OD w (n OO 6 0 Z CaF— N RIGHT ELEVATION m L) oa �, g ul � a --- --- --- --- -- -- - -- --- --- --- --- --- --- --- a-- --- -- --- --- LL � H Z uj z z <n o Lu N m y a0 a i I N I I N , 4 O I a Z ¢ I • a m O Q X 4X6 POST ON ' U m F w w a N 12 ( Z OPEN Ci O O ~Q FB-10 - > (2)2X10 0 Z , F W U z Z i Z O w _ O 0 06 POST D _ Q 0 w Q . z U I Er 0 w =_ EXISTING FRAMING 04. U O 11 I,�„ 7� N 7� in (L a m I I eZ a it a _ 1 1 I i Q X x SCALE 1f4'a/'4a _J'1 —__ ------____ ____ _+_ v ' _ _ _ _ _ _ __ DATE 11 2 2 EXISTING GARAGE - - -- LSPu36sTRAP(" � ) DRAWN BY PAs LSPwas STRAP(1 lrrxas STRAP) 2X10 FLOOR JOISTS @ 16°O.C. REVISIONS: SECOND FLOOR FRAMING PLAN DRAWING NUMBER ' COPYRIGNT SPB DESIGNS 2012 A5 i PERCENTAGE OF LOT COVERAGE 28 LOT AREA 43791.0f S.F. EXISTING STRUCTURES 7.3% � 0 T E EXISTING PAVEMENT 3.7% R yc;, POOL 5.7% �. ` \ TOTAL COVERAGE 16.7% �lo `n ocus P C� d b o �P LOT 28 LOCUS MAP Q h� POOL HOUSE UNDER CONSTRUCTION `�A- PLAN REF: 39614 B (2) 0 " CERT REF: 194136 C0 .,�� r ASSESSOR'S MAP: 057-118 �- ZONING: RF �90 SETBACKS: 30'-15'-15' POOL �O FLOOD ZONE: C LOT 27 PANEL NUMBER: 250001 0018 D 43791.0 SQ. FT. DATED: 7/2/1992 1.0 ACRES , h , \ QP �.�- PLOT PLAN OF LAND LOCATED AT: ___________ 37 WHITMAR ROAD \ \�o tis • = MARSTONS MILLS, MA ------------ \'o'q, 00 °� Q PREPARED FOR: \ \'�I's VO- SHED = M1 0 �° -� 4a WILLIAM MCNAMARA OCTOBER 9, 2012 STEJ. v a P pOYLE 9 REV: LOT 26 \ �C' '� r� e� ° ss\°c� REV: REV: IN, � YANKEE LAND SURVEY CO, INC. \ \ GRAPHIC SCALE 119 ROUTE 149 40 0 20 40 B0 MARSTONS MILLS MA TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 40 ft yonkeesurvey@comcast.net www.yankeesurvey.net I SHEET 1 OF 1 JOB#: 54864 JM PERIMETER BOND BEAM 1' GUNITE BEAM #4 REBAR, 3 RODS, 6" O.C. • • a 20' 8„ O WATER LEVEL MAXIMUM 3' --- 1'-0 DEPTH 3' VERTICAL o > VERTICAL WALL BRICK FOR -- 2'-0" DEPTH I O STEEL ALIGNMENT TYP. 12' _. I 3'-0 DEPTH 1 . .r._,,.. ._,,,..., MAXIMUM 6" GUNITE �. � ---- 4'-0" DEPTH _.,, ,„__.WALL THICKNESS ,M .`. � R5 � 10, ---- 5 -0 DEPTH 3' , it o TYPICAL WALL/ FLOOR STEEL ��� ---- 6'-0" DEPTHzif #3 REBAR ® 12" O.C.E.W. 0 ADDITIONAL 3 BARS T 1 ` ; ---- „ # A 2 O.C. 7 -0 DEPTH LONGITUDINAL AT SLOPE TRANSITION POINT. ADDITIONAL BARS TO BE PLACED IN CENTER q 8y2" THICK GUNITE ........w ... ..,_. OF REGULAR BARS, RESULTING IN A 6"X12" BAR PATTERN z 8'-0" DEPTH 76" GUNITE GREATER THAN 5'-0" WATER DEPTH FLOOR THICKNESS ADDITIONAL #3 BARS 12 O/C THRU BOTTOM RADIUS TERMINATE BARS WITHIN 1 FOOT OF HYDROSTATIC RELIEF VALVE IN TOP OF BEAM LAP ALL BARS 18" MIN.* SEPARATE POT IF WATER ENCOUNTERED NOTE: POOL SECTION SCALE AT 3/8" 1' STEEL TO BE GRADE 40 OR BETTER n PRESSURE GAUGE #3 j FILTER ER ' REBAR O E 12" 1 RETURN LINE TO 'POOL Additional Steel in Swimout • „ ;,_ I #3 Bars 12x12 OC ILTER a...........:.... I _ _ LINE, _,_ N0 CONDUIT � _ t, ,e• FROY SKIMMERS BAC t'I',, C€" wroe�ro s,.f JE TOP OF LM BEYOND THIS € PUMA' WITH HAIR AND POINT BY ; n ,, LI 1T STRAINER ELECTRIAN € 22 RIO _... 2 I (: SUCT ON s Hydrostatic MDX Drain LINE"" E 0 Valve System SVR.. 40 Pot I ; SEALED UNIT rA TYPICAL WALL STEEL DETAIL � p w,aT1=R`COOLED � :�..,,�, 2€�D SUCTION AREA ............I TYPICAL' FLOOR STEEL DETAIL RETURN FITTINGS,M I PVC NICHE MINIMUM P U�tl I e•,HKX«erre Notes and S ecifications p TYPICAL PLUMBING SCHEMATIC LIGHT INSTALLATION WITH JUNCTION SWIMOUT DETAIL BOX SECTION VIEW 1. All contruction Work to conform to State and local code. SECTION v1Ew 2. Pool shall be wired and grounded in strict accordance with the latest edition of Article 680 of The National Electric Code ;z Consulting Engineer FRAME AND GRATE 3. Concrete to be placed by the gunite method and have a LJO Engineering,ll.0 6 THICK TOP OF GUNITE O 28 day strength in excess of 4000 psi. GUNITE FLOOR PO Box 888 WATER STOP HYDRO RELIEF Essex,MA 01929 VALVE 14• 978-890-7100 4. Reinforcing steel to meet ASTM-615 Grade 40 quality. _ __.................._ _ ...... ___M (rZi-Jr LOCATION OF2ND POINT OF SUCTION VARIES Splices are to be lapped a minimum of 40 bar diameters. `' O — 2 1/2, Engineer's Stamp — 1,3" 2ND SUCTION II H, 5. Piping to be NSF:.approved Schedule 40 PVC piping, ,� Solvent welded after cleaning with solvent cleaner. II 8•NrDROSTAncSUMP y�QF�q� , NO ACTIVE PILUMBING �4 LISA J. 6. As per MA IRC Code Section AG106 (3109), all pools and spas ' — p o'f3oNNELL are to be equipped with 2 main drains seperated by 3 feet. - II STRUCTURAL cn Further, the suction piping shall have a Safety Vacuum` - coLLE i-,8• .1 2*TO o.39117 , ��M �o CTOR — FILTER - Release System as per ANSI/ASME Section A112.19.17 — TUBES 2•,/r PIPE AND 2 1/2 PIPE ®NAL 7. At Depths 5' or Greater additional #3 Bars at 12" O/C SCALE': v4 — 1 Vertically through Bottom Radius. Terminate bars within 1 foot of top of Beam, Lap all Bars minimum of 18". HYDROSTATIC MDX DETAIL db.o . ?^✓ 71 w Additional Bars to be placed in center POT DETAIL Of regular bars,' resulting In a 6"X12" Bar pattern - SECTION VIEW FOR REFERENCE ONLY, NOT TO SCALE j,