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0621 PITCHER'S WAY
�1�� � �� � �c�� �r -s � ___-_ -- - --- -- --- - 61 -J C� Town of Barnstable cam; Building Pos This Card�4 That rt is�,VisibleEFrom the Street tyApprovecl Plans Must be Retained on Job andFthis Card Must;be Kept ~ Postel Until,Fina�InspectionjHas Been Rliade� s y Y f r °` W,herea Cert�ficate:of Oecupa t be Occu'piedrurttil a Finallnspection„has been made Pel iill 1 Permit NO. B-19-1900 Applicant Name: Faythe Collins Approvals Date Issued: 06/13/2019 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 12/13/2019 Foundation: Location: 621 PITCHER'S WAY, HYANNIS Map/Lot: 270-232 Zoning District: RB Sheathing: Contractor Framing: 1 Owner on Record: LADNER,CAROL E ESTATE OF g Address: 621 PITCHER'S WAY Contractor License. 2 Hyannis,MA 02601 Est: Project Cost: $ 1,500.00 Chimney:. . _ y: Description: Shed under 200 sq ft Pemlt Fee: $35.00 } Insulation: Fee Paid:" $35.00 Project Review Req: a at 6/13/2019 Final: li Plumbing/Gas Rough Plumbing: Building Official •, Final Plumbing: r This permit shall be deemed abandoned and invalid unless the work authoed by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application Arid th '`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and strdctures shall be in compliance with the local zoning bylawssand codes. This permit shall be displayed in a location clearly visible from access street&,rdad-and shall be maintained open for public mspectiop for the entire duration of the Final Gas: work until the completion of the same. " Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmg,and Fire Officials are provided on is_permit. Minimum of Five Call Inspections Required for All Construction Work :""> ' Service: 1.Foundation or Footing x .,' Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue I ping is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Oniv(800)392-6108,FAX NO)851-8424 3/3/2017 Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.36 HYANNIS BUILDING DEPT 200 MAIN ST HYANNIS MA 02601 Re: Insured: ROBERT LADNER Property Address: 621 PITCHERS WAY, HYANNIS,MA 02601 Policy Number: 1396523 Type Loss: Water Damage: Plumbing Systems Date of Loss: 03/02/2017 Claim Number: 412497 Claim has been made involving loss,damage or destruction of the above captioned property,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 14 section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 313 is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division 7:" -Z zE 10 a CMA00021 w m s. eta, 12-012, Levn*s 227 Exchange St Sh , sinOf 4 si _ t32t mumuon av' m Wsh w i3 Jars t t &WIs h d6W 7 t4ke PWO-6m SCOW, WA g,, r -: -2 V .1 ..2 alie :€t ,:DE'L'y U€.onno3 Design.repurofTruss botwxn chow thatltave ie cut to msftR wi LVL beam. I INDS National Dmp Speci Win.For WmA Cb mon . Engineered Lump Desip Data R V -1 .�ky his Eli P 4. -ftMherCoanorA4a 's Desigo Data---SMPSON, Strong-Tie P_ T rm Infonnationis provided and atta-feed to by the Clierd,W.Denny O'Connor,to be true-and accurate. * The cut Tie '_ Vide,"rinK`Vpe,with a-7 pxto � l o All Tmss temp consist of 2 S F*and t Thmm are-s `-W cx, f Ttte attacbed 'S€jfae�truss designer fbr a.5 pitch-roof and a P_4f s tom_ The,fi :fyrfitis snaw load is 30psi: Given e n-fbnP—d&1_prmi&d Mr, .-Connor.t tzi n of the"Sinfi tar Truss"would:be-commative due to the snow loads Wing lower and!e m6f.pitch being steer at the l yamis JocoHon. On eco �e�ai �i�: to basis of t irdom tion peed,it-l�anticipate fha the mwdmm:moom cbordiermlonfatthelocafim, of'the-vuf)would be tee than-1, 5 poun& t r -c�att�a�rtit p� ���:�;damag # :ass by Etta (.CNN Sty= 'ie TA36 fps to ttom user-she of the boat m chords(across Ahe ins Wed L L.te=)t'The tenstoncapacity of t v IMSTA36 strap is 1,830 prods, WbiC�i.i Proximate -P0 tf tip =MUM tt� toad i use t t e T t t t a _taf the a MSTA36 gaps requires(3 ) 1-04 naills per strip �i ss fia i��s ar, .4 - sk : . i i� i t �BngS.*ew�+ } I KEL + . 7-440 _f sate{ p , { titb AW IA i KA s(bottvEet:C3 . d fi €t Lutffi43Y 993 8„ x z ddi 4s d�3 !:whim _ _ t.1O.. 3 53 tsrt.:. rq _ i j��.:. ?1:ab�3 term+•. �. 1'41# .trt�asaestzs�€str' �srma�' rerrss�tral:tirtwtaarsr} t€3irt:, + uc ={dry T3ptis�tttr�s Esau K s$ �i}� �r�4r�g ' #q�9 d cc byroSl i waft WWI .0.0 e �$�ILuHaYtYYIiA 3F"�fS € aCeSM SMAW - l .. : .. I� Tim' Nn# .r: u3,; ,„ � w,), .• h:`+. r� R '�.. 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I ty. ,.� E f 4:':',t w.t 'v;.e .,�S f,Ct' S ,., d"' P i": f�. ;u•;,,�<f �ti a t.,F,,rr 1 t ..av c��;t�4su g �'. ;� '�,. ya• r�' , r<m �+:>�� -,,:�;,,s ,.�� �. ��•�t r,4�;1'�, � ,�r �.<J��l+'��� � ���,",$4.a �• E !r ,.,K za ,��� � a n;a �� �:�. �. , P � r +�� ,i' .M� „ az1fiF 3 ONza� r' t ,.,,.q.-„ �'t wtvo- i t x �xh`rY : '."` �" ;St. PtR �y ? d� - ��� an Mm'zS,}+�Y4. a 3✓\d rti.S r�Yy .;a}gN r� � r�r�M1�'t 77— r�� ry{ , s a,rk 4� yi I a r 4f 4 01 t�s r!�.: Fk� ���j �t' � „„33qq 3 1' ,wc-�•` k �! yr I r �.n SQ ME l°w� Town of Barnstable BAR : Regulatory Services MASS • q E- g ry T . 039. Building Division plFO MPy A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r u rn le- Location (':�Z I p g�A f p s Permit Number Owner Builder 6 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: oIAL�CA1 ` F s-,-�,n Qe �JC 1 ` 1 � h-,{rn�er �y� ►�eec�5 ��,.\rout� �Ja l�S llcar 4-,res 5a, nG G. \ 51 L o CA\rS !'Gb-T �14� 1��i•'llg �i-+S a �1 p�, P S1 Q + F r L✓:i �(.�c11 CX r-s -� A S � Ci JN- hfne J Please call: 508-862-4038 for re-inspection. Inspected by Date ��'�) �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ /2 y Parcel 2'37 C `° i � " i'j 0F Ft ,iApplication Health Division ate Issued l 1 j lei z Conservation Division Application Fee Planning Dept. � ,a; Permit Fee ���,.• Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation/ Hyannis Project StreetAddress 211- < +� Village n s� QQ Owner` • Y"' Address -4 Telephone 'IF Permit Request I f7LAJ 7DM Q- �� 1 Li ►� Square feet: 1 st floor: existin roposed % 2nd floor: existingproposed ® 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 Z No On Old King's Highway: ❑Yes ❑ No Basement Type: C('Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft:) ® Basement Unfinished Area(sq.ft) V ` Number of Baths: Full: existing new Half: existing new Number of Bedrooms: �� existing �ne Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: Q Gas ❑ Oil ❑ Electric ❑Other CentraltAir: ❑Yes lNo Fireplaces: Existing N_-0- ew Existing wood/coal stove: ❑Yes G�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 AA horization ❑ Appeal # Recorded ❑ Commercial ❑Ye o If �es site plan review # Y Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) t Name ottm 0Lx Telephone Numbers"bIg Address S y License # O OZ Home Improvement Contractor# l " q® Worker's Compensation # LMQ1 1::�g,1a \aO-I?- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T07 �_ SIGNATUR (DATE �01/ FOR OFFICIAL USE ONLY . f } i APPLICATION# 13ATE ISSUED �. MAP l PARCEL NO.. s -ADDRESS VILLAGE OWNER 4100, y — 41 ' DATE OF INSPECTION: ` i FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: _ ROUGH =.f FINAL . - •FINAL BUILDING'S_ r= _ DATE CLOSED OUT ASSOCIATION PLAN NO. j 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 Leglibly Name (Business/OrganizatioivindMdual): C.QI�hS C. . Q�� Address:_ �[� ��-�k�-Qr�nc�t'�� >e� City/State/Zip: V p- 013 Phone#: SOS '� &, 3 —Q,Lck p Are yom an employer? Check the appropriate box: general contractor and I Type of project(required): am 1. I a employer with� 4._ ❑ I am a g 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' [No workers' comp, insurance comp,insurance.$ 9. .❑Building addition required.] 5. ❑ We area corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall 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.[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, xContractors 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. � tmInsurance Company Name: Pohcy#or Self-ins.Lic.#: 5 01 101 1"Z Expiration Date: 2 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declard on page(showing the policy num r 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 ad ' ed that a copy of this statement may be forwarded to the Office of Investigations of the DIA for im& ce coverage e ' cation. I do here y ce fy under a a' nd erjury that the information provided above is true and correct Si a e: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: IK Town of Barnstable Regulatory Services r sARwsT"ie, MAM �, Thomas F.Geiler,Director i639. Fn►�'�" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstoble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must .Complete and Sign This Section If Using A Builder as Owner of the subject ro e p p rtY hereby authorize cat► t Coon `*1kL. 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 before fence is installed and pools are not to be utilized until all final inspections are rformed and acc tied. Si ature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&O W NERPERMIS S IONPOOLS �tHe r Town of Barnstable Regulatory Services B"NSTABLE, : Thomas F.Geiler,Director y MASS. i679• .�� Building Division TFO MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ------------------- HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state y 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 riot possess a license,provided that the owner acts as supervisor. �• ' :� `;:, J 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-familydwellings containing 3 000 cubic feet or larger will be required S ed t g ., o comply with the g g q pY State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION t �.. The Code states that:."Any homeowner performing work for which a building permit is required shall be:exempt frbm the'pfovis'i ons " 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 N...�anzrrzoruuPcal(� /f/�iraaac �ioella c: r, J Lkense or,registration valid for individul use 8nly 1 Office of Consumer Affairs&Business Regulation before.the.exprration date. If found return to HOME IMPROVEMENT CONTRACTOR Office of Consumer Affaire,and Business Regulation, Registration 149070 i 10 Park Plaza-Suite 5170 Expiratio Boston,MA 02116 n 1I/21/2011 Tr# 290596 Type i ` InclivadUal {�,"y �' i Fi COLLINS C O'C`NN( 2 J� COLLINS 00ONN©1 JR F it 50 VVATERHOUSE�RDr s f g _ i BOU NF MA 02532' Undersecrettry Not valid without signature '= :�lass.tchusett�='Uyr a tnYcnt Uf ublic S ttct�.''`: Bo1rd of:Bwldin J Rc;(r 1. ulations and Starul.rrds' Construction.Supervisor License License: CS 93230 Restricted to: 00 COLLINS C.OCONNOR.JR 50 WATERHOUSE ROAD I BOURNE, MA 02532 Expiration: 11l7/2011 (bnu)issionc1. Tr#: 7820 LOT 6A 103.90' - S84 43'15"W 0 LOT LOT 32 BA rn j LOT o a 7Aca o 38.3 _ 114.69' r . t, S84'4335"W 259.57' w N- 0 t jv84 4315"E. cfl LOT 10A LOT 9A 41. rDEWED NE. "'?B" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.' "C" Bank Use OnI L1_AXXL ____="___------- REGISTRY OWNER: STEPHEN ORTH_____________________ F: _�887,4ZZZ___________BUYER: 8�?LQ1V_&_��1?08 LAD�VER________-___ ____ _ 1/zR06 _______ _______ PLAN REF: _31�3 --------------SCALE:1"= s�0___FT. CERTIFY TO FAMILY CHOICE MQRTGAGE_CORE YANKEE SURVEY . _______ ___THAT THE BUILDING �tl� �tiN THIS PLAN IS LOCATED ON THE GROUND AS CONSULTANTS � PAItL SHOWN AND THAT ITS POSITION DOES _-__ CONFORM A �� 4.0B (.SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE M INDUSTRY ROAD . .TOWN OF _BARNS_T_aBLE__,---------AND THAT NO 32098 MARSTONs.MILLS, MA: 02648 IT DOES_ NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD AREA AS SHOWN ON THE H.U.D. MAP DATED A/19%'85 _ �fC►� t TEL: 428-0055 Ce unity-P . nei 4! 250001 0005 C FAX: 420-5553 G(__jYur�j�y THIS PLAN NOT MADE FROM AN RUMENT ?7B10 DPC PA UL A. IERITRew. PIS SURVEY. NOT TO BE USED FOR FENCES_ ETC. Zimbra 9/28/11 11:59 AM i A l t+ https:/'/zimbra.umassd.edu/zimbra/h/printmessageTid=4411&xim=l Page 2 of 2 f 10/4/2011 12 : 22 : 43 PM 8935 02/02 CERTIFICATE OF LIABILITY INSURANCE DATE 04 201l� 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 SELOW. THIS CERTIFICATE OF .I INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING rNSURER(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 William 6 Kathy Curley Ins man PHaae eAx 996 Main Street fare-go. Ext): e-NAn. Millis, MA 02054 ADDRESS: Paepvicea tDSTONLa IDN. INSURERS) APEORDISG COVERAGE IwC A INSURED IHSvam A: A.I.M. Mutual Insurance Co 33758 Collins C O'Connor Jr INSURER B: 50 Waterhouse Road INSNOER e. Bourne, MA 02532 INSUHBA D: IasURER E: INSURER e: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CSaTIFY THAT THE POLICIES Of INSURANCE LISTED BELOW HAVE SBCN ISSUED TO THE INSURED RAM ABOVE FOR THN POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TM OR CONDITION OF MY CONTRACT OR OTSER DOCUMENT WITS RESPECT TO WHICH IBIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HWXff IS SUBJECT TO ALL THE TEQMS, ANCLUSZONS AND CONDITIONS OF SUM POLICICS. LIMITS SHONE MY HAVE BEEN REDUCED BY PAID CLAM. POLICY NUPIDER POLICY EFF POLICY EEV LIMITS H+ TYPE OF INSURANCE IHY/aP/IRTY, IHNNMTTT, GENERAL LIABILITY BACK Oecuaaen g QCQMERC IAL GENERAL LIABILITY DA1Y®TD RENTED g Pi®ISES(Sa.°Daacrenee) ��CLAIMB RAGE ❑OCCUR Imp ESP 1A.7 me P.—) g a - PERSONAL f ADv IIDVAY g OWL AGGREGATE LIMIT APPLIES ER: GENERAL A°6aB6lfE g �PW.1GY �PROJECY❑LOC PRODUCTS-COffi/DP ADO g g ADTONDBZLE LIABILITY Co1mINE0 SINGLE LIMIT g lee apeident) ANY AUTO BODILY ILTURY (per Deem) 0 ❑ALL OWED AUTO3 ❑SCACDOLED AUl'03 BODILY INOVAY(Per a idmt) g PROPERTY DAMAGE ❑HIRED AUTOS Cv-amidmt) g ❑NOR-ONNEO AUTOS g g ❑UMBRELLA LIAB Q OCCUR EACH OCCURRENCE 8 ❑EYCESS LIAR ❑CLAIMS IWDE ADWLOATE g ❑DEDUCTIBLE g ❑RETENTION I g WORERRS COMPENSATION ® PYNn- aTM- AND EMPLOYEES LIABILITY ran Lnms ER THE PROPRIETOR/PARTNERS/ EXECUTIVE OFFICERS ARE E.L.EACH ACCIDENT g 10 0 ,QQQ A ❑ incl ® excl 6009521012011 09/19/2011 09/19/2012 E.L. DISEASE -POLICY LIMIT g 500,000 D.L. DISEASE -EA EMPLOYEE g 100,000 WMIEHTS I DESCRIPTION OP OPERATIONS 09 LOCATIONS: COLLINS C O'CONNOR JR IS NOT COVERED BY THE WORKERS'COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE sHOULD ANY OF THE MovE DESCRIBED POLICIES BS CANccL=scrou THE ERPIPATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE 200 MAIN STREET POLICY PROVISIONS. BARNSTABLE, MA 02601 A'ORIS11)REPRESENTATIVE 6871 A , 2 EnergyIECC 009 Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 0.21 Door 0.30 0.24 Forced Hot Air Furnace 85 AFUE Water Heater: Name: Date: Comments: I REScheck Software Version 4.4.1 Compliance Certificate Project Title: Denny O'Connor Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 408 ft2 Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Ladner Residence Denny O'Connor Colony Insulation,lnc 621 Pitcher's Way 50 Waterhouse Road 28 Jonathan Bourne Drive Hyannis,MA Bourne,MA 02532 Pocasset,MA 02559 508-509-3039 508-563-6049 Compliance:0.7%Better Than Code MIESENINIffliENNE Ceiling 1:Flat Ceiling or Scissor Truss 408 38.0 0.0 12 Wall 1:Wood Frame,16"o.c. 112 21.0 0.0 6 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.21 Orientation:Front Wall 2:Wood Frame, 16"o.c. 192 21.0 0.0 11 Orientation:Right Side Wall 3:Wood Frame, 16"o.c. 32 0.0 0.0 5 Orientation:Left Side Window 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.21 Orientation:Left Side Wall 4:Wood Frame,16"o.c. 256 21.0 0.0 12 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.21 Orientation:Back Door 1:Glass 42 0.300 13 SHGC:0.24 Orientation:Back Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 408 30.0 0.0 13 Furnace 1:Forced Hot Air 85 AFUE Compliance Statement: The proposed building design described here is co tent with the building pla ecifications,and other calculations submitted with the permit application.The proposed building as been designed to meet t e 200 IECC requirements in REScheck Version"4.4.1 and to comply with the mandatory require i the REScheckk I sp ction ecklist. l Vain Name itle igna ure Date 1 Project Title: Denny o'Connor Report date: 09/26/11 Data filename:C:\Documents and Settings\1UNE.colony\My Documents\R EScheck\O'Connor-9-26-1 1-LdnerRes-621 Pitch rsWy-Hy.rck Page 1 of _4A REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-0(uninsulated) Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced.Hot Air:85 AFUE or higher Make and Model Number: Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Project Title: Denny oConnor Report date: 09/26/11 Data filename:C:\Documents and Settings\JUNE.colony\My Docu ments\R ESch eck\O'Conno r-9-26-1 1-Ld nerRes-621 Pitch rsWy-Hy.rck Page 2 of ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Ll Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: l] Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of,three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: Ej Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009,IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. L] Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Project Title: Denny oConnor Report date: 09/26/11 Data filename:C:\Documents and Setti ngs\J U N E.colony\My Documents\R EScheck\O'Con nor-9-26-1 1-Ldn erRes-621 Pitch rsWy-Hy.rck Page 3 of Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Denny oConnor Report date: 09/26/11 Data filename:C:\Documents and Settings\JUNE.colony\My Documents\REScheck\O'Connor-9-26-11-LdnerRes-621 PitchrsWy-Hy.rck Page 4 of Forte MEMBER REPORT Level,Floor.-Flush Beam PASSED A •software 3 piece(s) 13/4" x 11 7/8" 1.9E Microllam® LVL Overall Length:18' 0 0 0 � All Dimensions are Horhnntal;Drawing is Conceptual Design Results Actual Locatian Allowed Result LDF toad Combination(Load Pattern) System:Floor Member Reaction(lbs) 3356 @ 2" 5020 Passed(67%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear Qbs) 2912 @ V 3 3/8" 11845 Passed(25%) 1.00 1.0 D+1.0 L(Al Spans) Building Use:Residential Moment(Ft-lbs) 14717 @ 9' 26772 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Dell.(in) 0.396 @ 9'. 0.589 Passed(L/535) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.623 @ 9' 0.883 Passed(L/341) -- 11.0 D+1.0 L(All Spans) •Deflection criteria:LL(1./360)and TL(1/240). Bracing(W):AO compression edges(top and bottom)must be braced at 17'91/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Support Reactions(lbs) Supports Total Available Required Dead Floor live Roo rwe Snow Wind Seismic Accessories 1-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 1233 2160 0 0 0 0 1 1/4"Rim Board 2-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 1233 2160 0 0 0 0 1 1/4"Rim Board .Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Lire Roof Live Snow Wind Sesmic Loads LoaUon Width (0.90) (L00) (non-snow:L25) (1.15) (1.60) (1.60) Comments 1-Uniform(PSF) 0 to 18' 12' 10.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas iLEVEL@ Notes SUSTAINABLE FORESTRY INITIATIVE iLevel@ warrants that the stung of its products will be in accordance with iLevd@ product design criteria and published design values.1Levd@ a pressly disclaims any other warranties related to the software.Refer to current tlevd@ literature for installation details.(www.iLevel.com)Accessories(Rim Board, Blocking Panels and Squash Bloch)are not designed by this software.the of this Software is not intended to circumvent the need for a design professional as determined by the authority laving Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project H evel@ 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 Forte Software Operator Forte—Software Operator ,lob Notes 9/8/2011 10:33:05 AM Andy Smith iLevel®ForteTP4 v2.1,Design Engine Ver:V5.2.1.1 Franklin Lumber Co (508)528-0910 franklinfbr@verizon.net Page 1 of 1 Forte MEMBER REPORT Level,Floor.'Flush Beam PASSED software 4 piece(s) 13/4" x 14" 1.9E Microllam0 LVL Overall Length:18' 0 0 18, a a All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load Combination(Load Pattem) System:Floor Member Reaction(lbs) 7713 @ 2" 10238 Passed(75%) -- 1.0 D+1.0 L+1.0 S(AIL Spans) Member Type:Flush Beam Shear(lbs) 6539 @ 1'S IX 21413 Passed(31%) 1.15 1.0 D+1.0 L+1.0 S(AIL Spans) Building Use:Residential Moment(R-lbs) 33828 @ 9' 55794 Passed(61%) 1.15 1.0 D+1.0 L+1.0 S(AIL Spans) Building Code:IBC Live Load Dell.(in) 0.461 @ 9' 0.589 Passed(1./459) -- 1.0 D+1.0 L+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.667 @ 9' 0.883 Passed(LJ318) -- 1.0 D+1.0 L+1.0 S(AIL Spans) •Deflection criteria:LL(1.1360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 16'2 518"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Support Reactions(lbs) Supports Total Available Required Dead Floor live Roof live Sri. Wind Seismic Accessories 1-Column-Spruce Pine Fir 3.50" 2.25" 1.70" 2401 1080 0 4320 0 0 1 1/4"Rim Board 2-Column-Spruce Phi Fir 3.50" 2.25" 1.70" 2401 1080 0 4320 0 0 1 1/4"Rim Board .Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Flout Uwe Roof Live Snow Wind Seismic LWdS LOC36M Width (0.90) (1.00) (rwe-srwvr.L25) (1.15) (1.60) (1.60) Comments 1-Unifonn(PSF) 0 to 18' 6 10.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Unifonn(PSF) 0 to 18' IT 15.0 0.0 0.0 40.0 0.0 0.0 LL•EVEL@ Notes _ _ &SUSTAINABLE FORESTRY INITIATIVE iLevd@ warrants that the Ong of its products will be in accordance with iLevet@ product design criteria and published design values.iLevel@ aq essay disclaims any other warranties related to the software.Refer to current iLevel@ litwature for installation details.(www.iLevel.com)Accessories(Rim Board, Blocdng 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 iLevd@ products manufactured at Weyerivieuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte-Software Operator Job Notes 9/8/2011 10:35:47 AM Andy Smith iLevel@ Forte"m v2.1,Design Engine Ver:V5.2.1.1 Franklin Lumber Co (508)528-0910 franklinfbr@verizon.net Page 1 Of 1 • Forte MEMBER REPORT Level,Floor:Flush Beam PASSED software 4 piece(s) 13/4" X 14" 1.9E Microllam0 LVL Overall Length:18' 0 0 2❑ All Dimensions are Horizontal;Drawing is Conceptual Design Results Aural @ Location Allowed Result LDF (Load Combination(Load Pattern) System:Floor Member Reaction(Ibs) 6646 @ 2" 10238 Passed(65%) -- 1.0 D+1.0 L+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 5634 @ 1'51/2" 21413 Passed(26%) 1.15 1.0 D+1.0 L+1.0 S(Ail Spans) Building use:Residential Moment(Ft-Ibs) 29146 @ 9' 55794 Passed(52%) 1.15 1.0 D+1.0 L+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.369 @ 9' 0.589 Passed(L/574) -- 1.0 D+1.0 L+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.574 @ 9' 0.883 Passed(L/369) -- 1.0 D+1.0 L+1.0 S(All Spans) Deflection criteria:LL(1./360)and TL(L/240). Bracing(W):All compression edges(top and bottom)must be braced at 17'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Support Reactions(Ibs) Supports Total Available Required Dead Floor live RaoFlive Snow Wind Seismic Accessories 1-Column-Spruce Pine Fir 3.50" 2.25" 1.50" 2401 1080 0 3240 0 0 1 114"Rim Board 2-Column-Spruce Pine Fir 3.50" 2.25" 1.50" 2401 1080 0 3240 0 0 1 1/4"Rim Board .Rim Board is assumed to Carty all loads applied directly above it,bypassing the member Ding designed. Tributary Dead Floor Lire Roof Live Snow Wind Seismic Loads Location Width (0.90) (Yoo) (non-snow:L25) (1.15) (1.60) (1.60) Comments 1-Uniform(PSF) 0 to 18' 6 10.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 18' IT 15.0 0.0 0.0 30.0 0.0 0.0 iLEVEL@ Notes 7%SUSTAINABLE FORESTRY INITIATIVE iLevel@ warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values.iLevel@ apessly Y disdains any other warranties related to the software.Refer to current iLevel@ ligature for installation Mails.(www.iLevel.com)Accessories(Rim Board, Blocking Panels and Squash Bloch)are riot 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.iLevel@ 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 Forte Software Operator Forte-Software Operator ,lob Notes 9/8/2011 10:38:36 AM Andy Smith iLevel@ ForteTM v2.1,Design Engine Ver:V5.2.1.1 Franklin Lumber Co (508)528-0910 franklinlbr@vedzon.net Page 1 of 1 i Assessor's map and lot number .. .. .��:�.�...... . . t -OrSEP TIC "; ! 1 Intel•k J-i L Se'vvage"Permit number .............. CE Ii�dSt A`1 � I'�9 i; �1PLIRy .......... ......................... WITH P.*?'i";GLE I) ; I AT[- X r n17 iil;' TOWN. of BAN � E FTNET� I�.i �I � vj - Z BABB9TADLE, i � � - "6°& 02639- V �l� JLIG INSPECTOR a. ' ``, •�• O .. .. ... ..�......4 • ........... ^ ..........................................' • APPLICATION FOR PERMIT TO .:. :.. ... ,.��Ld TYPE OF CONSTRUCTION ... ..... ............ .......... F ....................... .. ........19;� TO THE INSPECTOR OF BUILDINGS: The undersigned her ey applies for a permit according to.the following information: Ile- .// eo Location . . ...................`!............... ... . .:..:... . ..........!.t;/....... :.................. .... ..........t ...�.c"�................................ ,/� �� Proposed Use ......��./< ...... ................ .............. Zoning District /f .............................Fire wDistrict ................. Nameof Owner .. -..........Address ................ .... ............................................................. C / e Nameof Builder ..................................................:.................Address ................. ................................................................. Nameof Architect ..............................:..............:....................Address ......................:............................................................. Number of Rooms �L ......................Foundation for ..................�� ........... .......Roofng ........ ........Exie '�"" ... ... Interior ............ . .. .tA.:. Floors ►!l t.� (d/ ..................... Heating /.�/<1 . � �1../............:.....Plumbing .............Q...................................................... O �O d Fireplace ............ .....................................................Approximate. Cost ...... ..r:..........................................:........ Definitive Plan Approved by Planning Board --------------------------------19_______ . Area •........... ................ Diagram of Lot and Building with Dimensions Fee ......... ........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH hereby agree to conform to all the Rules and Regulations of the nLofBarnstable re arding t above construction. - Name ............................... .... .... A-270-232 Cape' ide Dev. No . :43Z:... Permit for ...Dgeling................................ t;. 4 Location ...:. qt.. ......... 8„Pitchers WAS Hyannis Owner ........COPAW1d,C,De.,v„r................. ............ . ' Wood Type.of Construction .......................................... r ................................................................ Plot Ar2.7.Q=232....... Lot ................................ = Permit Granted July 8 77 ... 19 Date of Inspection / ......... 19 Date Completed ... `�/,� 19 � PERMIT REFUSED. ............................................................. 19 I ....................... ..............:.................................... r r. .................................................................. ...... , ........................ ..................................................... { ._ tApproved ............................................................................... r, f ssessor's map and lot number 'Sewage Permit number .............. '-� if7 , T"E.T°�. TOWN` OF BARNSTABLE l; BAWSMLE, i ° o#NJ BUILDING INSPECTOR APPLICATION FOR{PERMIT TO ... ................................. .... ............. .............. .......................................... ..... .......................:.......................................................... TYPE OF CONSTRUCTION ........ .....................�.....1.. ........19}.y . TO THE INSPECTOR OF BUILDINGS:' The undersigned hQerreeby applies for aaa p�ermit,accc�ording to tt'he following information: 00 Location !. ''d-'� -" Proposed Use ......!* ,,.!::.;u.......��..... "c�..................... ............................................... //� l/ ZoningDistrict ..................�...............................................Fire District .............................................................................. Name of Owner ..... Address Nameof Builder ....................................................................Address .................................................................................... l Nameof Architect ..................................................................Address .................,.................................................................. Number of Rooms ..............................................Foundation . ......... Exterior ................. ..............................................................Roofing ........!ram...' Z* :.................................Floors ..i 1 �I Interior Heatin r� f„AW �, %..................Plumbing "_"......................... ___ ..-................ g .............. .... ,. . ....f..................... ................................... ...... Fireplace ..........,. ?: !`",-.....................................................Approximate Cost ........:. . ...........d........................................ ..........9�. .................... Definitive Plan Approved by Planning Board ________________________________19________. ��,✓ Area ;.. Diagram of Lot and Building with Dimensions Fee () SUBJECT TO APPROVAL OF BOARD OF. HEALTH � l �� \ hereby.agree to-conform to all. the Rules and Regulations of the Town of Barnstable regarding t e"above construction. f Name ............................... ... ,, •,�, !/ ... A-270-232 Capewj No Permit for ............... ......................................... Locatibn ................... ................. ......................... Owner ........C..ap evi.d e jyj�f-4,t.... ........................ Type of Construction .............Woo.d.................... ........................................................... .................... Plot A-270-.232 .......... ............ Lot ............. Permit Granted ................JU.i.y..g...../19 77 Date of Inspection ........................./.....19 Date Completed .................... ..........19 4 PERMIT RE USED ...................I........................... 19.............. ........ . . .......... .. ... ...................................................... ............... ............................................................................... ............................................................................... Approved ................................................ 19 ...................................................................... ............................................................................... TOWN OF BARNSTABLE P � OFFICE OF i B,�$39TSB7. .s M a BOARD OF HEALTH °4�1639'�`�� 397 MAIN STREET HYANNIS, MASS. 02601 To : Building Inspector From: Health Department Subject: Test hole and Percolation Test A examination of he soil at (Lot) (Addres Village) was Made on 77 and found to be (date) suitable ror sub-su-face se:,*aget at site of test hole. Building Permit will not be' approk7ed or. s—e ge per Lli partiacii'c receives ti•o conies of -A an issued until Health- De shoring building, sewage systems and all other details listed in Board of Health instructions to sewage applicants. This a-o-oroval does not cons�.itu a"'ri nal decision concerning the installation of a se.)7 _ e sys'ez: All State and local Health regulations �ply to viral approval. ( .igZia Cu e) CT- 6/20/75 1 / L©7- 6,4 11 s j ��+� ?+ ro. T�ATro G,4 O•r ap o tip r A A.r r I � I 7A C� o Vz f�i ria�#3; t t h } �';• ��� ' CEQTtt=IED '�� Stt'•'Y`�' t.00ATIOt-4 H YA\N N 15 , M ASs I CM4ZTtF1-4 T"AT THE F-ouN =>A'rjo,,. -5i400w►.1 Pt-AQ lzspeZ wca N lsi��l CC44A.PLVS W ITN T►-1_E 5(DF-,LIWE �1 Aua 'SrT$ACIC WC-QUiQGMjE:wrS OF TNC- Lo'" -ro LV►J of B P.CZ N S T W-E , .- P6 -34 I 92EGt5'rC-RSD LAW'O SUIZVEYOZS ` T"IS D'LAW 15 LJOT BASE't7 Q+-4 AN USTE�t.V1t_L.t= o A aSS. IN�St'�CJMEtJ'= SU¢VEti( TNt= OFGSr=i'S ,taoWtn APPL-tCA."-r CAP �JI E D `1tr�. CQ• t,%bT es USED TO Ot=TEeMt%fE 1oT LIN`S GENERAL NOTES: A.1.,Pefore final Drawings and,Specificatlona are issued for construction,they shall be submitted to all governing buildingREFER TO 20�9 IRC -- — - V agencies to Insure their compliance with all applicable local and $TH EDITION MASSACHUSETTS " _ national codes. 11 code discrepancies in Drawings and/or _ _ O Specifications appear,the Designer shall be notified of such O - discrepancies in writing by Builder or building official,and REFER TO WFCM 110 MPH allowed to alter Drawings and Specifications so as to comply : ,. _ with governing codes before construction begins. EXPOSURE B WIND ZONE GUIDE 2. Upon written receipt of approval from the governing olfioial, approved final Drawings and Specifications shall be submitted to the Builder by the Designer. _ 3. If code discrepancies are discovered during the construction CD � process,Designer shall be notified and allowed ample time to remedy said discrepancies. _ - ,� 4.All work performed shall comply with all applicable local,state - Qn and national building codes,ordinances and regulations,and - , all others,subcontractors, having Jurisdiction. ® ® t I�� '/1` B. All contractors,subcontractors,suppliers,and ecific lion shall be ® L_J 1.,(� 0 responsible for ttie content of Drawings and Specifications and for - � the supply and design of appropriate materials and work I > performance. C. All manufactured articles,materials and equipment shall be applied, - iflslalled,erected,used,cleaned and bohditioned in strict I- C accordance with manufacturers recommendations.D. All alternates are at the option of the Builder and shall be M the U)_ Builder's request,constructed in addition to or in lieu of the typical construction,as indicated on Drawings. - -E. SPB Design LLC is not responsible for any plan discrepancies: Builder&Homeowner to review plans before start of construction. Lth kZ-. FRONT ELEVATION IMPORTANT- UPGRADE REQUIRED i W STATE BUILDING CODE REQUIRES THE.UPGRAOING OF o�J F00 SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN U z o o ONE OR MORE.SLEEPING AREAS ARE ADDED OR CREATED. Q<z m, NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE o z a 5 INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. o SMOKE DETEC ORS REVIEWE ILLJJI BARNSTABLE BUILDING P AT ..FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING s _Af. l z REAR ELEVATION CARBON MONOXIDE ALARMS C3 MUST BE INSTALLED PER 0 MASSACHUSETTS BUILDING CODE z O O w Q z o cc w: a Z w O tr U vi _ — F- w H Z 0 d Z. FMI Q g ®® SCALE y4--1'-0- I HI - DATE 8-8- DRAWN BY SPB . -. REVISIONS::. ' DRAWING NUMBER , LEFT ELEVATION Al` .Imij OBEDROOM c� V c co co BEDROOM L—I= „ Li a� � CTJ c BATH yy � _ ______________ ON 4'-6' Dc ENTRY ,I I DINING a? x 00 co j N 2432 - w I Q 06 Iz Z m 2, - -- I mI 12 X 14 DECK Co o a �I w ado LIVING ROOMcc. N a - 3x5 ISLAND Eel DW W BEDROOM KITCHEN i I R _ 1 EF o , - BEDROOM - - M:BAI H -A� g M.BEDROOM LINEN .N \ U) ON .. N WICK Z/' —I ti o O Z z 12 X 14 DECK LLJ A4, Lu w w Q 4'-0'. t51-D. 8'-81/2' � U CQ KITCHEN DINING FIRST FLOOR PROPOSED Q LIVING ROOM _ SCALE 1/4'=1'-1" . DATE 9 8.11 DRAWN BY SPB REVISIONS: DRAWING NUMBER EXISTING CONDITIONS AZ Ii , 1^(mil W F 5'-10'" i Z U ZF - D \ \ W 0- 0 W R ' NOTE:REFER TO AMERICAN o ASSOC. I� I I I. ��� i ••a �p U WOOD&PAPE R PRESCRIPTIVE RESIDENTIAL (� ...._. n - _-,I . � ��� �� � � ¢o WOOD DECK CONSTRUCTION GUIDE ... .. ' B O Z a V Z EXISTING CONCRETE WALLF- JJJT 1— 1 C ) O. D NOTE:FOUNDATION CONNECTION BETWEEN ii - •° 2 d F coo X EXISTING&NEW TO HAVE 3-#5 REBAR SPACED VERTICALLY ___ I , - 8'CONCRETE WALL W/MIN. EXTENDING 5"EACH WAY W/HIGH STRENGTH GROUT -. O(� J M F I - I I 1 =4'-0"BELOW GRADE W/20"X70" - (� Z_ x •4 � a CONT.CONC.FOOTING I --- -- - e L 1� Q Zp m, I 1- �U OQi 12"CONCRETE FILLED ea m� 4 W p IL F i I , �• BIGFOOT4 0 BELOW i Q O - GRADE W/MIN 2X2X1 CONCRETE. - {, D I (Z'J Q, BOTTOM(TYP)W!SIMPSON ABU66 U.I 5/8 ANCHOR BOLT(GALVANIZED) @ EACH SONOTUBE. ' D ' i - p . Lu I I 12"CONCRETE FILLED _____ _____ i _ i_ __ __________________ ------------------------------ SONOTUBE __________-J_ 4'-0"BELOW 'I - - GRADE CRAWL SPACE SIMPSON ABU66 Wl � i 5/8"ANCHOR BOLT - - - @ EACH SONOTUBE ° ANCHOR BOLTS TO BE 5/8"AT 3B"MAX.SPACING. - 3/4"AGGREGATE W/ D BOLT EMBEDMENT TO BE 7"MINIMUM. _ 6 MIL VAPOR BARRIER - - - D WASHERS TO BE 3'X37C1l4"THICK. . - BOLTS TO BE 6"-12'FROM END OF PLATES I ° _ _________.___________________.__ ... ------------------------- I ACCESS TO CRAWL SPACE ' 4 0' z . 24'-0" - .. Lu FOUNDATION PLAN z 0 (2)1/2"DIAMETER. HURRICANE. - - LLJ .. .. _ THRU-BOLTS W/WASHERS.' TES H2.5A BEAM MUST BEAR FULLY > Z' . ON 6"X6"NOTCH WITH - O. W a A MIN 8"X8'P.T.POST. P.T.LEDGER BOARD W/ Z a 2-2X70 P.T.,BEAM _ GALVANIZED ALUMINUM W (J Cn . .. .. _ FLASHING&5"(2) W (r Q EDGERLOK @ 24'O.C, PDE/I c- ujJ . i (, r1, • SIMPSON ABU66 W/ .- .. ., Z Q. Z 5/8"ANCHOR BOLT @ EACHSONOTUBE -2PLY BEAMa'=r-o' DECK SECTION DETAILSCALE:1/4"=1-0" - 8_1Y SPBS:'-' 'DRAWING NUMBER - - A3 r 2X10 RIDGE 2X8 RAFTERS O 1/2"CDX ROOF SHEATHING - 2X4 TIES Q 16"O. HURRICANE TIES H2.SA HURRICANE TIES H2.6A _ C - 2X8 CEILING JOISTS. - - 1X3 STRAPPING R 38 - 1/16"O.C. 2X8 WALL(DBLE;TOP PLATE) - ^ . W/1/2'GYPSUM EXT.SH C.4HING ZIP WALLIED 1•(L\I Q EXT.SHEATHING APPLIED VERTICALLY. O 3 - 1/2'GYPSUM W/R 21 MIN.INSULATION. - - - BEDROOM BATH Bd RAILS C SHEATHING TO _ „C APPLIED VERTICALLY U) FLOOR SHEATHING - - - 2X10 FLOOR.JOISTS- CRAWL SPACE R-30 Z 1. I Q 3-2X10 BEAM _ I - i - U 6X6 P.T.POST ' I - g w Z .. SECTION A ��p Xoi O - --- Q m t- O ¢F I Z Ix LL< �^ - ^A 2-2X10 P.T.BEAM � . F �. 6X6 P.T.POST � O ii i - F�0 ;! O 2X8 P.T.FLOOR JOISTS i y @16"OC U r ►Ii. •G.�1 Iiii i W OWI I_ —6P,T POST -X- N ' I LEDGER BOARD .. .. uu E n I - 5"2 LEDGERLOK 24'O.C. Iiii - - - NOTE:REFER TO AMERICAN �_� ______Q ____y��___ - 3-2X10 BEAM WOOD&PAPER ASSOC. ------ - - PRESCRIPTIVE RESIDENTIAL Z,! - WOOD DECK CONSTRUCTION GUIDE - - p�- i 6a .. �... z d� C e 4� W - 2X10 RIDGE M 2 m� Q. HURRICANE TIES H2.5A 12 r� I O 3 O 8� 1 2'CDX ROOF SH THING - a�. i y Z W HURRICANE TIES H2.SA p m oo F- ':' 2X8 CEILING JOISTS ZIfD'+ _ . 1 X35TRAPPING (F9F Q.o _ O W - F @ 18"O.C: 2X6 WALL(DBLE.TOP PLATE) Z w C7 F z U W Cn 2 W/1/2"GYPSUM @ 18'O.C.W/1/2"ZIP WALL U N i O N EXT.SHEATHING APPLIED VERTICALLY. - ' 3 1/2'GYPSUM W/R 21 MIN.INSULATION. - - - 2(9 ' - 'Q W�cc w c¢ N 4"D.C.EDGES ¢ F 12"O.C.IN FIELD i tl¢ 0 W U 8d NAILS O W I IWi _ SHEATHING TO - Z¢ i z¢ - - EL ZZ APPLIED VERTICALLY- ' ' ' - F _ 3/4"T&G ___ ___ ___ ___ ___ - __ ___ ___ ___ _ I FLOOR SHEATHINGcm _ .. ' .. Rao 2X10 FLOOR JOISTS @ 16'I O.C. DATE 9 8 11 - - - - DRAWN BY SPB FLOOR FRAMING PLAN REVISIONS:, SECTION LJ DRAWING NUMBER - I A4 ; o w a � z o - R s :--------- ' u I I ;i■ < z I I -- - ----- --- --- --- ---- ; Q —1 —1 � Q 2WZ O0 80 J M F --- - - w1 P(JI � I n � <Z oa - -- - - - {v� LL ¢O `CJ�.11 Ga I W ots a F 0 4PLY 14'LVL BEAM(FLUSH) LLNj 2x8 RAFTE SC ! n ¢w, CEILING JOISTS �6"O.C. R00 a i' 0 ; .... .___________________________________ , i - ; ; •..I 4PLY 74"LVl BEAM(FLUSH) z' 2XI0 RIDGE II z Lu w -- --- -- __ -__ W ¢ U j� I ,, > z Z o - .� - l^ - W _____________ ________ .____--_ ---- W �w c\I 2 2X8 RAFTERS/CEILING JOISTS @ 16"O.C. � W" . z _ Q Q., FL Z. Q g _ ROOF FRAMING PLAN BDALE,,4"_,,_o. .. - DATE DRAWN BY SPB. 1. - REVISIONS: DRAWING NUMBER AS AWC Gu/de to Wood Construct/on In High Wind Arens: 110 mph Wind Iona 10 L) Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 O 4. �. a: From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio;determine Percent Full-Haight - z />1 - Sheathing and Nall Spacing requirements b Wood Structural Panels shall be minimum thickness of 7/16•and be Installed Be follows: 1 OPTIONAL I. Panels shall be Installed with strength axle parallel to studs. . _ � - - _ ---' TWGGEREDF Btl NAILSCHPLA. i LJI n. AS horizontal jo(nle shall occur Over and be hailed to}raining. - - Id NAILS --___ "---- STAGGERE0,1 ROW IN EACH PLATE ICJLd hi. On single story construction,panels shall be attached to bottom plates and top member of the double @ e•O.C. •� lop Plate. - -- ORDINARY Rd NAR.4 @ 12.O.C. ^U)' SHEATHING Bd NAILS @ 4'O.C. IN FIELD OF TOP 8 W iv. On two story construction,upper panels shall be attached to the top member of the upper double top —ALONG PANEL EDGE plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band BOTTOM PANELS joist - /�`(• �• ..� .and lower attachment made to lowest plate at first floor framing. - __ __ T_ l _-• V. Horizontal nail Spacing at double top plates,band joists,and girders Shall be a double row of 8d - „ ' „ 74 /\ Q Btl NAILS @ 6'O.C. _ Btl NAILS 1i.\L. staggered at 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panef Attachment ALONG PANEL EDGE- I I I I I I TWO ROWS OF Btl NAILS @ 4.O.C. - ,. @ a•O.C. STAGGERED,1 ROW IN EACH PLT. ORDINARY SHEATHING LI 1 UL V - I I I I 11 etl NAILS @ 4"O.C.ALONG EDGE OF PANEL HEN THIS EDGE RESi6 ON STAGGERED NAILS AT PANEL EDGES "RA MING USE ad NAILS ORDINARY I II II I I ... re^°.c.' _ SHEATHING I I II II II ca FULL HEIGHT ADJACENT PANEL - -- - n n n u• 11 U - II II U II II II II - s II kl H - I II a ug - - - ' U U I II . II o II II ti II _ - II II II 4.-0. il' II li x �/ Z. LL HEIG II S id N I Q I.a n it aI - ro II II PANELAIDIT il. 1, U z - II II II -II If II Hn -§e � � Q w J WWz H H � n. n n n M li s II II II II II 11 11 - II d "= g _ w Z GO X CJ 11T.O.C.IN FIELD OF 2 I 1 I I _ - NO NAILS IN RIM JOIST- BOLE PLATE TOP PLATE&2ND FLR.EL Q O m _ __ LL Do _ _ _ _ Q aLLI Ln rl r I I I I -�I I I I - l'- -- etl NAILS @ 1'O.C.ALONG EDGE OF PANEL Q Z to.... I I STAGGERED NAILS AT PANEL JOINTS Q .-: u.�t'v-.,r .. II II •II II - II II to 0 U15 -- -- - etl NAILS 912'O.C. II II II II I W U5 •(DOUBLE EDGE - IN FIELD OF PANEL Rd NAILS @ 12.O.C. ^ Q LLI NAIL SPACING - - ORDINARY SHEATHING I I&LOCKIN(✓I - I I 7 IN FIELD OF PANEL : / Q PANEL - .. „ R n Sea Detail on Next Page Wild NAILS N 1 I I II II II@4.O.C.II II o m - II II II II II II Vertical and Horizontal Nailing for Panel Attachment 9 n n n 1 it it n - i= md A l n n n. 5 - II I hl 4'-0• LL HEIG I PLjNEL IDT�I OPTIONAL _ I I I I I I I I I _ ___°__� TWO R S OF Btl NAILS 94.O.C. .... ... ._::'.. - ' STAGGERED,1 ROW IN EACH PLATE SO ANCHOR BOLTS 8 {•.-. Btl NAILS @ 4.O.C. 6d NAILS @ t 2.O.C. - - 8i ad NAILS SILL PLATE 37(D'7(0229•GAIV.STEEL ALONG PANEL EDGE INFIELD OF PANEL n w m @ 4'O.C. PLATE WASHER(MIN.SIZE) 0 DO - 9to,O.C. `fit ll--. NAILS I�_ TWO ROWS OF 6d NAILS @4.O.C. 1 °de °de'°dn On .°0 °de - Z 4.O.C. STAGGERED,ROWS 1/r APART �(� U I.I °FOUNDATION Q) _, II II II II II .ode°r°d A°.°tre II II II II II LB - W o n n II ll ?�' _ �- -`-0- -° TOWROWS OF Rd NAILS 4.0.6. 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