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0118 GREAT MARSH ROAD
SIIII __,f �gEOYCLfpC UPC ' 2543 No. 53LOR "ApST•CON J HASTINGS, MN _. _, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# r1 Health Division Date Issued Conservation Division D)c kk a. � W�/Y1F�f} S �' Application fee Tax Collector Permit.Fee OG Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village Owner P Va Address J/k-6e0-t/0A24'A 44V Telephone O Permit Request n1 /5 � V, Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Q? Total new- Zoning District Flood Plain Groundwater Overlay C Project Valuation Construction Type Lot Size Lam, 5 Grandfathered: ❑Yes ❑No If yes, attach supporting do umentaiLn. f Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure r966s Historic House: ❑Yes XNo On Old King's Highway: ❑Yes XNo 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❑ I Commercial ❑Yes Po If yes, site plan review# Current Use Proposed Use T BUILDER INFORMATION / Name �rU +� �/�/ Telephone Number �� b�lo� 3q Address 1�� ������� �o,8a� License# �1/ i✓S��`✓/� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESU NG ROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ; MAP/PARCEL N0. ADDRESS VILLAGE OWNER , DATE OF INSPECTION: FOUNDATIONAP,d - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ° PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING _ DATE CLOSED OUT ASSOCIATION PLAN NO. • Town of Barnstable �Op THE 1p�� Regulatory Services sAttrtsTAare : Thomas F.Geiler,Director p MASS. �A 1659. A�0 Building Division TfD � 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:— street r� /village .,HOMEOWNER": U�V ✓1/� F v ly� �t: _ name home phone# work phone# CURRENT MAiLINGADDRESS: f/, , —w6""t 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,pemut. (Section 109.1.1) The undersigned"homeowner".assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and gulations: The undersigned"homeo r" ertifies that he/she understands the Town of Barnstable Building Department minimum inspection p es and requirements and that he/she will comply with said procedures and requirements. Signature of Ho a er 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 fom✓certification for use in your community. oFt►+ero,,, Town of Barnstable � do Regulatory Services aaaxszABM KA&9, Thomas F.Geiler,Director Fo u �4ipT ,. � 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 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 Properiy. Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. ' The Commonwealth of Massachusetts Department of.1ndustrial Accidents Office of Investigations R 600 Washington Street Boston,MA 02111' www.mass gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbe.rs Applicant Reformation Please Print Legibly Name(Business/Organization/Individual): 12-d��_� Address City/State/Zip: �Af/I�il1�S�� � Phone.#: �'��� Are you an employer?Check the appropriate box: :Type of project(required):. 1.[] I.am a employer with 4. [] lam a general contractor and I * have hired the sub-contractors 6. ❑New construction . `employees(full aud/orpart tuna). • Remodelin 2.❑ I am a'sole proprietor or partner- lisship and have no employees These sub-contractors have g• []Demolition' employees and have workers' • 'working for me in any capacity. 9. ❑Building addition . [No workers' Comp,insurance comp.insurance.$' 5. [] We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 11.❑Plumbing repairs or additions '3I an a homeowner doing ill-work . myself.[No workers'comp. right df exemption per MGL 12.[]Roof repairs insurance,requited.]t c. 152, §1(4),and we have no 13.'gOtherdt!JDAf �y employees.[No workers � M , comp,insurance required:] nl t t Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating'such. tContractors that check this box mutt attached 011 additional sheet showing the name of the$ub-contractors and state whether ornot those entities have _ employees. ffthe sub-contractors have employees,theymust providb their worknrs1 comp.poflcy number. Aram 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.Lie.# Expiration bate: - 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 violet Be advised that a copy of this statement maybe forwarded to the.Office of' Investi tions of the CIA for . coverage verification. I do hereby certify Und t •and penalties ofperjury that the information provided above is true and correct. Signature: not Phone#: Official use only. Do not write in this area, tb 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 f - - ' T Barnstable Old Kings Highway Historic District Committee 200 Main Street,Hyannis,MA 02601, TEL: 508-862-4787 Fax 508-862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 410,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New Addition ❑ Alteration 9 2. Type of Building: ❑ House ❑ Garage/barn E Shed ❑ Commercial ❑ Off er 7'0X� 3. Exterior Painting,roof ❑ new roof ❑ color/material change, of trim, siding,window, dc� )--t 4. Sim: El New Sign El Existing Sign El Repainting Existing Sign �r- 5. Structure: ❑ Fence ❑ Wall ❑ Fla Flagpole �r-1 gp ❑ Retaining wall C] tennis court r{5�. Other w 6. Pool EJ swimming ❑ Other man-made pool i Type oi=m4a: 5 pg' Address of proposed work: House# Street: (4 Village ���,q,/a/� Assessors Map Lot# � Description of Proposed Work: Give particulars of work to be done: �c�� X i f l c►��� r DAI �� /S/l/UCf /C) X47 Agent or Contractor(print): Telephone#: Address: `Contractor/Agent'signature: NOTE All applications mu t be si ed by the current owner Owner(print): O C @ Telephone Owners mailing address: Owner's signature: /� Fo ommittee use only. This Certificate is hereby APPROVED/ - DL� E Q v Date 2 / Members signatures 2-008 ns appr L Q:I GM&a-0ups101d Kings HighwaY10KH New AppIOKH Ceti Appropriateness 07.doe 1 Town'of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SKEET Please submit 4 Copies Foundation Type: 1'1-(Max. 18"exposed) (material-brick/cement,other) CDA/l L � iea--s Siding Type 6"4 4-6.9-ff Jmaterial: Color: 4-'AO-0 69 sLZ Chimney Material: Color: Roof Material: (make&style) D 1,.PS Color: Trim material lAtj0 Color: Roof Pitch: (7/12minimum) Window: (make/model) �� �material VIA)A color t-te Size(s): Door style and make: �� �` Pa/Z{�I�} rial S Color: M?w U?Z Peat lice Garage Door, Style Size - Material Color `— Shutter Type/Material: Color: Gutter Type/Material: Color: Decks: material Size Color: Skylight,type/make/modelk material Color: -- Size: . Sign size: Type/Materials: Color: ?o� n Fence Type(max 61) Style material: `— Colo - - `! �r. Retaining wall: Material: co a tin �m Li gh g, freestanding on building illuminating.sign F Please provide samples of.paint colors and manufacturers brochure of style of windows,doors,garage door, fences, lamp posts etc ADDITIONAL INFORMATION: LLJ CD Signed: (plan preparer) print name /Z�� --.��1C� tel.no. _ _ Loc, on of application: Street no. /4r Street (yam p Village Q:I GMD-Groups101d Kings HighwaylOKH New ApplOKH Cen Appropriateness 07.doc 2 FILE# MIP 36471 CENSUS TRACT# 131 CL DUNNING&K IRRANE,LLP DEED BOOK 4492OWNE PAGE 59 R: SENIINARA CONSTRUCTION CORP. PLAN BOOK 395 PAGE 84 LOTS APPLICANT:ROBERT F.&JOANNE F JOYCE ASSESSORS PLAN 85 LOT 005 0RTGAGE INSPEC. TI. 0N PLAN OF LAN LOCATED AT 118 GREAT MARSH ROAD BARNSTABLE, MASSACHUSETTS SCALE: 1" = 80' December 21, 200' 147:87' \ It _ ! ---1oa' y3 Nam-J 40 - CnI LOTS o 4G,314 S,E± osQc �E DECX L . L�'STi�8 LOT4 AZEMEiJT' GREAT MARSH ROAD CERT IFY Y TO DU NNING G KIRANE LL P AND ITS TITLE _ - _ TITL E S - URANCE CQMPANY,THAT THERE ARE;NO SIBLE ENCROACHMENTS OR EASEMENTS EXCEPT AS.SHOWN AND THAT THIS PLAN Vi�A3 PREPARfiD:ERMY IM EDIATE SUPERVISION. ....:......: THE LOCATION OF.THE DWELLING:;AS;SHIS IN O Wrt:: . : HERE ::.::..::......:.. OMPLIANCE WITH:'.. THE.:. LOCAL APPLICABLE .:....... :. ZONING BY-LAWS .. ::..,..T.::,.:,. WITH;:'�RESPECT- TO > HORIZ.....r.-:.:::.:. IMENSION DIRE r! ........ .....:.:...:. Nei f THE-DWELL-IIV — ES—. _.._:.... .�._ _ - - G-SHOVVN-HERE DO '1VOT FALL Vf"THIN �. ss A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON'A MAP OF COMMUNITY#250001 .0015C DATED THE F.I.A. 8/19/85r a - y �- _� � , ... •,� . . � �S �� TOWN OF BARNSTABLE s CERTIFICATE OF OCCUPANCY 6RCEL. ID 089 005 005 GEOBASE ID 35305 AbDRESS 118 GREAT MARSH ROAD PHONE W BARNSTABLE ZIP - LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB i PERMIT 80322 DESCRIPTION NEW RES 4/BED 3/BATH 2/CAR GARAGE PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: ARCHITECTS: Department of Regulatory Services TOTAL FEES: $25.00 �. . BOND $.00 CONSTRUCTION COSTS $.00 �► J 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0_, • ` * BA MSPABLE, • 6 zbg9, � RFD BUILDI G DIEVISION BY DATE ISSUED 11/01/2004 EXPIRATION DATE i i i I PHONE z 19 LOT :► BLOCK —LOT SiZi3 ♦�; 'DBA DEVELOPMENT DISTkI r PERMIT 661.40 DESCRIPTION NEW HOUSE 4/BED CAPE 2/CAR GARAGE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT. CONTRACTORS: LOUIS' J SEMINARA `Department Of j ARCHITECTS: Regulator-y Services TOTAL FEES: $1, 103.80 BOND $.00 CONSTRUCTION COSTS $339,936.00 101- S I NG>,E FAM HOME DETACHED 1. PRIVATE, * BARNffrABLF, • Mass. BUILDING DIVISION By f r/ /§7 DATE ISSUED 12/30/201,)2 EXPIRNI'IUN GATE i�_i THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS• ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS EL CTRICAL INSPEECCTION APPROVALS 2 2 3� 1 HEATING I PECTION APPROVALS ENGINEERING DEPARTMENT zo 2 � BOARD OF HEALTH . ►I JI/�y l�ttl am OTHER: SITE WAN REVIEW APPROVAL r WORK SHALL NOT-PRQCEED,UNTIL-- —PERMIT-WILL BEO-110 ' `:: " ' -' '"SPECTI"OWINDICATED ON THIS THE INSPECTOR HAS APPROVED THE, STRUCTION WOE' '40 CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHStO# D `)NE OF-WRITTEN NOTIFICA- TIONf`• _ NOTED ABOVE .�. . • �. .� .- �►,,. ...�•. ,_-• ,. ._ ` �.'his.. � _ ��tea',�� - "' —_ � • i � -w.. �... -, .ems L� • 1 ' • f • t �f 2 rs�rN:.l •.'.I��.. ,f . • „yam. r •.._ •"� =J TOWN OF.;BARNSTABLE BUILDING PERMIT APPLICATION Map Ur6`� Parcel �oj 00 Permit# Health Division D-hV t/r a00 I—��� Date Issued Conservation Division a• 6 6` Application Fee �. Tax Collector Permit Fee LJ.� Treasurer Planning Dept. EXISTING SEPTIC SYSTEM Date Definitive Plan Approved by Planning Board UNIMTO_J�OF BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address G&RAI N1,4AS'!_� 0 Village W 4 Yet/4Sb6L& Owner S'J��!/i�/3R/� Crr h9-8 Address 6 O,-!,z_ /a/ S &4/�/J Telephone Permit Request S /a/J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay t =73 �? Project Valuation Construction Construction Type n r L � Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.Qu Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: i Yes tI]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 Cl Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use /—� 0 v S S rl,,K BUILDER INFORMATION Name Se tit my 4/ Telephone Number 5 $S eR O-S"' Address_Aox, License# D•l S S3 Home Improvement Contractor# l Oa S 3 o Worker's Compensation# 0 13 7 3t2 ALL CONSTRUCTION D RESU G ROM THIS PROJECT WILL BE TAKEN TO � SIGNATU DATE Y > FOR OFFICIAL USE ONLY PERMIT NO. D,"TE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE OWNER 6 1 r ® - 1 DATE OF INSPECTION: FOUNDATION =s, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL m PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ran 0 - ASSOCIATION PLAN NO. The Commonwealth of Massachusetts - ::_ = Department of Industrial Accidents - 600 Washinvton Street Boston,Mass. 02111 workers' Compens Insurance Affidavit,-General Businesses IVA / address: bate clt_v_ v work site location fu address; e Retail Restaurant/Bar/Eating Establishment I am a sole proprietor and have no one Business Typ : working in any capacity. , t ❑Office[]Sales(including Real Estate,Autos etc.) ❑I am an em to er with In 1 es full& art time. ❑Other / i ' �iyirrr�/�y/�%//��r�%///// %/ i///Sir///��////%/�//��/%//////�%/ //1//�///es wor]ang on this job;.. am an employer providing-Workers' comuensation for my amp oye• com any name: • ..•;. .. •".'•.:~ ' 7:. s'aaregs� , . { , Y.: ; •, �; "i. honed :. city: 06 I am a sole proprietor and have hired the independent contactors listed below who have the following workers' . compensation polices: : w :,: ;x,,i', 7. to one v.'r inwence co •- com' _ . oddness: t .. •:,.;• .•.{•.5,.• . . 'hone Ulu tim of fine to ties Of Failure to secure coverage as requiredtvf[ e Hon 25i iomf of STOP'WOM-,0 BR si3a a fine of S-lead to the imposition 0 IDD-00 es day again±t me�I a8 atoand.t]ast r out years'imprisonment as Won penalties copy of this statement may be e e Office o Investigations of the MA for coverage verification. I do hereb certify der the s and ties of perjury that the Information provided above is true and correct Date Signs Phone# ' GG e V" ' affieia]we only, do not write in this area to be completed by city or town official permR111ceme# ❑Bu1ld1ng Department city or town: []Licensing Board ❑Selectmen's Office ❑cheekif immediate response is required ❑HealtliDepantment , phone#; ❑Other contact person: ed 9epe 1e03) o _ Information and Instructions Massachusetts General Laws chapter�152 section 25 requires an employers ovide workers'the service of ono 4)ensation for under any their con Tact employees. As quoted from the law', an employee is defined as every person 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 and who resides therein,or the occupant of the dwelling house of dwelling house having not more than three apartments 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 section 25 also states that every state or local licensing agency shall withhold the issuance dr 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,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until ance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence of compli authority. ONE ME MEN Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Deparment 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 perrrrit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the-"lave'or if you are workers' compensationpolicy,please call the Department at the number list4below. required to obtain a City or Tomes Pleasebe sure.that the affidavit is complete and printed legibly. The Department bas provided a space at the bottom.of tine t u to fill oo u in the event the Office of Inv affidavit for you estigations has to contact you regarding the applicant: Please.. be sure to fill the perrt/license number which will b'e used as a reference number. The affidavits maybe returned to . the Department by mail 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 any questions, please do not hesitate-to give us a call.. The Departrnent's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents offtu of iellestiQations 600 Washington Street ' Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext:406 Town of Barnstable °i Regulatory Services saiuvsznBrs, Thomas F.Geiler,Director MANA . a � Building Division 1fD MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . Office: 508-862-40 8 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. _ S�ltl� Estimated Cost �e b 00 Type of Work: Address of Work: Owner's Name: S/jlil�J�/ IQG''SZ S'J Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied El Owner pulling own permit Notice is hereby given that: ' OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED . CONTRACTORS FORITRATIO PROGM oR GUAA.R ANNTTY FK�ERMGL c.142A. ACCESS'£0 Tt�ARB . SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 57/7 Date Co ctor Name Registration No. OR ! Date Owner's Nam Qlomis:homeaffidav d) tv0 . I ; T � iJH pil j i ! ot�•rt��L ��,�/bllYJ. i�i'�1ts � 1�CCE-� . . .. ..� � � ❑ Atl-WOOD 1�3. >�x�- 'D l-- r • Zr���Qs a�}•��tc, Q a �'t;�t'r� awl . . a 'A k 6'c: a eK a r6 l7 '. Z�b�Jc-�isTs bbuc�c. ' 4, 1A �r =jt 7-4) t 10 f Y� Board of Banding Regulatioi•ns and Standards HOME IMPROVEMENT CONT RACTOR Regbt 102530 F.. — 2R006 + to Corporation a SEMINARA CO T P. Louis Seminars 93 Coles Pond Dr o0 S.Dennis,MA 02660 h �' e -----__— Administrator BOARD OF BUILDING REGULATIONS j:censc-OG:NSTRUCTION SUPERVISOR Nwmn�be L:, 015836 'rj&al0 M-07-/a'N9-46 Xpies�,( /4 105 Tr.no: 3196 ' e�. � j- i ( Re icte ( LOUIS J SEMINA R,� PO BOX 1219 � S BENNIS, MA 02660 Administrator 1 '. i • Application to .{ �Yb �►.irig'� �tg�jb�ap �.EgiOttA� �i�tDriC 1�igtrict �DmlttittEE In the Town of Barnstable D E C E 0 W CERTIFICATE OF APPROPRIATENESS NOV 1 0 2004 Application is hereby made, with four complete sets, for the issuance of a Certificate of p WOF BARNSTA�B�,E._ti n 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as descriDed below and on plans, drawings, or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: ❑ New ❑ Addition ❑ Alteration Indicate type of building: ElHouse ElGarage ❑ .Commercial Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: El Fence El Wall El Flagpole ❑ Other TYPE OR PRINT LEGIBLY: DATE r' "-3 "-l� L' ADDRESS OF PROPOSED W''ORK i �J'i?iz.! l`�7�ns/� �.� -W8 ASSESSOR'S MAP NO. ` OWNER SC M I K&1,C, (_..G" T• cN�.l S ,e, k/W1 wl� ri ASSESSOR S LOT NOWJ HOME ADDRESS O 13 6 k' 1 Z -.Uf!11,W) t4l+ U:')b b TELEPHONE NO.,511X 6FS Qb bS' FULL NAMES-AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public s roet or way. (Attach additional sheet if necessary.) 1 Y �T r + 0 fJ d j �.. �u e r w, m ls-Z AGENT ORPgNTRACTOR kev S �fu4kuyv J/.• TELEPHONE NOS �.3�'S o�&0C ADDRESS a " )` £6 04 Z I t S� t?V� � l�( G !�le a DESCRIPTION.OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please igvI de locations'of proposed signs. II -/ ro / Signed_ '- -- 17 Owner Con ctor-Agent F,og Committee Use Only This Certificate is hereby_AM0Y1'U to Approve nie Com ittee Members' Signatures: a�i'�CI%1/9.�1 Town of Barnstable Z111jqp.,__1y Old King's Highway Historic District Committee SPEC SHEET THIS FOUNDATION l LON l��ill'L•�� p/t'/2. 5 SIDING TYPE L�G- G Lvl * COLORt'� C CHIMNEY TYPE C� COLOR ROOF MATERIAL CUP 6-Li S f_vtJ1 k4 COLOR �1 iff-M PITCH WINDOWS COLOR LUj l'( SIZE 1;� TRIM COLOR DOORS c3Gl T12�� �t'� nLt)�l�yt COLORS SHUTTERS COLORS GUTTERS C� COLORS DECKS MATERIALS z GARAGE DOORS COLORS i SKYLIGHTS SIZE COLORS SIGNS COLORS FENCE COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 i BODE" BC CALC®2002 DESIGN REPORT - US Wednesday,December 11,200219:40 -\ File Triple 1 3/4" X 11 7/8'° VERSA4_AM@ 2900 SP Name - Seminara great marsh lot 5.BCC:FB07 Job Name - Description - BASEMENT GIRDER UNDER GREAT OOM Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCt 9852 Misc (508) 398 9055 Standard Load-40 PSF I10 PSF Tnbutary 11-00-00 r..._;.....� _...:...__ ....:.».�.y 8 �»-_....P x,.:� :.w.... ' BO 61 . 3300 Ibs LL 3 957 Ibs DL 3001bs LL 957 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 15-00-00 40 PSF 10 PSF 11-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 15962 ft-Ibs 53.5% @ 100% 2 1 -Internal End Shear 3695 Ibs 30.7% @ 100% 2 1 -Left Slope 0112 Total Deflection U407(0.441", 58.8% 2 1 Tributary 11-00-00 Live Deflection U526(0.3421 68.4% 2 1 Repetitive n/a Max.Defl. 0.441"(Limit:1") 44.1% 2 1 Construction Type n/a Span/Depth 15.2 t 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for Bo is 1-12". The completeness and accuracy of Minimum bearing length for B1 is 1-12". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIV, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD,ALWOISTO and AJSTM are registered trademarks of Boise Cascade Corporation. Pagel of 2 ■ BC CALC@ 2002 DESIGN REPORT - US Wednesday,December 11,200210:03 File Single 9 1/2" AJSTm 25 MSR Name - Seminara great marsh lot 5.13CC:J01 Job Name - Description - joist above master bedroom Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - (508) 3984055 L'J Standard toad-40 PSF 110 PSF OC Spacing 16" rr ='�`tia- e;x ..:. --'-•mac- -^-hamx... �...,x�s' "" ix^�--Y rx~.... •.. ,:x_._... .. ..e--'' ... .:� c .... - :: �:�.:.s`mm`�...�ssc"rc-.. eC•���,�...,.,-"' e 'K';y_. �� xcr .riza"x �� i�ri��.T"�-^.,.�T.u.'drr,, •m e°•e •r ec�w� .e.-.� wx3.: --�e'""... .a..:.'"�- '�,"^-•.^zM.. .:-.e-...... 17-00-00 09-00-00 B0,1-1/4" B1,3-1/2" B2,1-3/4" 709 Ibs LL 1041 Ibs LL 219 Ibs LL 290 Ibs DL 296 Ibs DL 1 Ibs DL Total Horizontal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End -Live Dead OCS Dur. S Standard Unf.Area Load Left 00=00-00 26-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist 1 dormer load Conc.Lin.Load Left 02-03-00 02-03-00 300 PLF 180 PLF 16" 115 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %AHowable Duration Loadcase Span Location Moment 2409 ft-Its 47.90/a @ 115% 4 1 -Internal Slope 0/12 End Reaction 999 Ibs 76.0% @ 115% 4 1-Left OC Spacing 16" Int.Reaction 1235 Ibs 42.2% @ 100% 2 1 -Right Repetitive Yes Cont Shear 715 Ibs 61.6% @ 100% 2 1 -Right' Construction Type Glued Uplift -172 Ibs 4 2-Right Total Deflection U600(0.34') 40.0% 4 1 Live Load 40 PSF Live Deflection L/791 (0.2581 60.6% 4 1 Dead Load 10 PSF Total Neg.Defl. -0.067" 13.3% 4 2 Part Load 0 PSF Max.Defl. 0.34"(Limit 1") 34.0% 4 1 Duration 100 Span/Depth 21.5 1 Disclosure CAUTIONS: The completeness and accuracy of Uplift of-172 Ibs found at span 2-Right. the input must be verified by anyone who would rely on the output as evidence of suitability for a particular NOTES: application. The outputabove' is Design meets Code minimum(L/240)Total load deflection criteria. based upon building code-accepted Design meets User specified(U480)Live load deflection criteria. design properties and analysis Design meets,arbitrary(1")Ma)amum load deflection criteria. methods. Installation of BOISE engineered wood products must be Minimum bearing length for SO is 1-3/4". in accordance with the current Minimum bearing length for B1 is 3-1/2". Installation Guide and the applicable Minimum bearing length for B2 is 1-3/4". building codes. To obtain an Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end.bearing+12 intermediate bearing Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCO, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Pagel of 2 ■ BC CALC@ 2002 DESIGN REPORT- US Wednesday,December 11,200210:01 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara great marsh lot 5.BCC:F1306 Job Name - Description - Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCC19852 Misc - (508) 398-9055 1 Standard Load-40 PSF 110 PSF Tributary 00-08-00 1 a •�rs.��'.�:".._.�... ..'. ".'."—J_•x � -�`n."..�. 'c'.,a�.�• �i�"". :11 AL .�...� ._.� .f" �" ."-�',t.�'� -r• y. .a�� -�.. ��"c,•yFr a�"'� .x��.���__...�.:�,.'.'''—�i,7n:'�...s.'�:.�r"'�-'�' �...._.T'�rT -^+.-^'.- ESI...."s'�t��.�". .-.'fir"C S3 •-�". .„y".". -•E r BO B1 7018 lbs.LL 2271 Ibs LL 2782 Ibs DL 905 Ibs DL Total Horizontal Length-02-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 02-09-00 40 PSF 10 PSF 00-08-00 100 Member Type: - Floor Beam 1 P.L.FROM STEEL BEA Conc.Pt.Load Left 00-08-00 00-08-00 921-5 Ibs 3643 Ibs n/a 100 Number of Sparis - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 6518.ft-Ibs 49.9% @ 100% 2 1-Internal Slope 0/12 End Shear 3142 Ibs 48:9% @ 100% 2 1 -Right Tributary 00-08-00 Total Deflection L2494(0.013) 9.6% 2 1 Repetitive n/a Live Deflection L/3484(0.009") 10.3% 2 1 Construction Type n/a Max.Defl. 0.01'3"(Limit:1") 1.3% 2 1 Span/Depth 3.5 1 Live Load 40 PSF Dead Load 10 PSF Part Lopd 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U$60)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 3-1/4". the input must be verified by anyone Minimum bearing length for B1 is IA2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMT", VERSA-LAMO,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRANDT", VERSA-STUD@,ALWOIST@ and AJST"are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ n BC CALC@ 2002 DESIGN REPORT - US Wednesday,December i 1,2002,10:00 File Double 1 3/4" x 14" VERSA-LAM@ 2900 SP Name - Seminara great marsh lot 5.BCC:FB05 Job Name - Description - garage door header Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 Standard Load-40 PSF 110 PSF Tributary 07-00-00 s � ...�a^�:x•:•..":�,......:,�" .. .......... .....m_.......�.n'�"".'��_...,�•cam-s. .:�..� ..�.:.-T� .,y. s='� �._.���,...___._a..... •-x_.:"�.� r .�ice;�^s..."''x ..ter.-�- r c:- .c;.,^ BO 2310 Ibs LL B1 691 Ibs DL 2310 Ibs LL 691 Ibs DL Total Horizontal Length-16-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area.Load Left 00-00-00 16-06-00 40 PSF 10 PSF 07-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 12380 ft-Ibs 45.6% @ 100% 2 1 -Internal End Shear 2577 Ibs 27.2% @ 100% 2 1-Left Slope 0/12 - Total Deflection U522(0.379") 45.9% 2 1 Tributary 07-00-00 Live Deflection U678(0.292') 53.0% 2 1 Repetitive n/a Max.Defl. 0.379"(Limit 1') 37.9% 2 1 Construction Type n/a Span/Depth 14.1 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Mabmum load deflection criteria. Disclosure Minimum bearing length for BO is 1-12". The completeness and accuracy of Minimum bearing length for B1 is 1-1 2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARDTm,.BC OSB RIM BOARDTm,BOISE GLULAM rm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND rm, VERSA-STUDS,ALLJOIST@ and AJSn"are registered trademarks of Boise Cascade Corporation, Page 1 of 2 ■ OWN �ry' BC GALC®2002 DESIGN REPORT - US Wednesday,December 11,200210:00. File Double 1 3/4" x 9 1/2" VERSA=LAM@ 2900 SP Name - Seminara great marsh lot 5.BCC:FBo4 Job Name - Description - beam under garage front dormer Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc . - (500) 398-9055 i i I I I I Standard Load-40 PSF 110 PSF Tnbutary 01-0M-00 T srr=..yc...�_ -.•,.ems. ""^' .`a• -,d•—. .. -^-� "`�- -._,.�. — �- ---'~:..-.-..-....�-.mom:�.-....,u;v;�;......'a„" -•r:�•r......�.."'.`.—r.='.;.'a:;.:.-.....G�..w...�,�....-y'a"',..�.-ss^�:�:-.... •�-.,^-ate.F �. .•,......��.'�.......��.•-�...r-�........:'. r'°.�....•.1a.c�......•:�..:J:.'......rn.�'�, BO 14-00-00FORMER 12-00-00 B1 B 295 lbs DL 3394 ibs LL 526 lbsLL 18841bs DL 150 Ibs DL Total Horizontal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left. 00-00-00 26-6O-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 dormer roof load Unf.Area Load Left 05-09-00' 20-03-00 25 PSF 15 PSF 08-00-00 115 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 6130 ft-Ibs 40.8% @ 11�% 3 1-Right Slope 0/12 End Shear 914 Ibs 12.4% @ 115% 4 1-Left Tributary 01-04-00 Cont.Shear 2519lbs 34.1% @ 115% 3 1 -Right Repetitive n/a Uplift -60 Ibs 4 2-Right Construction Type n/a Total Deflection U569(0.2951' 42.1% 4 1 Live Deflection L/799(021') 45.6% 4 1 Live Load 40 PSF Total Neg.Defl. -0,077" 15.4% 4 2 Dead Load 10 PSF Max.Defl. 0.295"(Limit:11 29.5% 4 1 Part Load 0 PSF Span/Depth 17.7 1 Duration 100 CAUTIONS: Disclosure Uplift of-00 Ibs found at span 2-Right. The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES: evidence of suitability for a particular Design meets Code minimum(L240)Total load deflection criteria. application. The output above is Design meets Code minimum(L/360)Live load deflection criteria. based upon building code-accepted Design meets arbitrary(1' Ma)dmum load deflection criteria. design properties and analysis Minimum bearing length for BO is 1-12". methods. Installation of BOISE engineered wood products must be Minimum bearing length for B1 is 3". in accordance with the current Minimum bearing length for B2 is 1-1 2". Installation Guide and the applicable Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMM, VERSA-LAM®,VERSA-RIM®; VERSA-RIM PLUS®, VERSA-STRAND?m, VERSA-STUD®,ALLJOISTO and 4JS rm are registered trademarks of 3oise Cascade Corporation. Pagel of 2 ■ BC CALC@ 2002 DESIGN REPORT - US Wednesday,December 11;200210:00 File Double 1 3/4" x 7 1/4" VERSA-LAM@ 2900 SP Name - Seminara great marsh lot 5.BCC:FB03 Job Name - Description - header for dining c.o. Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,.BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 Standard Load-40 PSF 110 PSF Tributary 16-00-00 .tee. , - .,g ra^e a ,"a a..., ., ro•�.r^ L. ..•yM,r. .. s...„ ^n....::".:W:,M=:.c";ir e:.W.dra;; "Eti; e�. i,- a,.;�n. _.a- u-r�^,..,• .s^s n.�-'y.:!wr^�z^:u fee ..,T,..,'4 «,'a.,;c;u;�.:;�ge:«-.aJ-tr�s...r.s r Mgr-we,^-c,..s.�'-'�.�?.,.xa,_v»-�':,r.;^.S,.Z.::.. ,ce�u.u�';�.�..s vc�:F�'yT".�..,:�mm'c �.m4 """x, 2'"�+ aa'�cn,��y-r�aa�e ...ai6",r�'�^:�•�:�^".c.r�.,...-..t�r�: BO 2080 Ibs LL 61 5 2080 Ibs LL 43 Ibs DL 543 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-06-00 40 PSF ' 10 PSF 16-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4263 ft-Ibs 54.4% @ 100% 2 1-Internal End Shear 2136 lbs 43.5% @ 100% 2 1 -Left Slope 0/12 Total Deflection U534(0.146') 44.9% 2 1 Tributary 16-00-00 Live Deflection U674(0.116") 53.4% 2 1 Repetitive ri/a Max.Defl. 0.146"(Limit:V) 14.6% 2 1 Construction Type n/a Span/Depth 10.8 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L240)Total load deflection criteria.. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-12". The completeness and accuracy of Minimum bearing length for B1 is 1-12". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing who would rely on the output as evidence of suitabiI4 for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide of if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND Tm, VERSA-STUDS,ALLJOISTO and AJS"m are registered trademarks of Boise Cascade Corporation. Page 1 of 2 � n BC CALC@ 2002 DESIGN REPORT - US Wednesday,December 11,2002 09:59 File Double 1 3/4" x 9 1/2"VERSA-LAM@ 2900 SP Name - Seminara great marsh lot 5.BCC:FB02 Job Name - Description -'beam under garage dormer Address - Specifier - Jay Malaspino City,State,Zip - DENNIS,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 3W9055 1 ' Standard Load,40 PSF 110 PSF Tributary 01-0'4-00 I I • fflo ERB -.- �'..� -cam.. -a °".s---.' "i .. ,, •_..,...M�,.,.a ,�.�... zai "a''' ,..a. ''' r -a.-ea ';- x r�..ra v eu rr..c, i z'. x.M••^•-.�J �''.-.r— c.e: �. BO 14-00-00 12-00-00 81 B2 2140 Ibs LL 5769 Ibs LL 1875 Ibs LL 1545 Ibs DL 4616 lbs DL 1190 Ibs DL Total Horizontal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead. Trib. Dur. S Standard UnfArea Load Left 00-00-00 26-00-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 dormer roof load Unf.Lin.Load Left 00-00-00 26-00-00 300 PLF 260 PIrF n/a 115 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 13674 ft-Ibs 91.1% @ 115% 3 1 -Right Slope 0/12 End Shear 3182 lbs 43.0% @ 115% 4 1 -Left Tributary 01-04-00 Cont.Shear 4925 Ibs 66.6% @ 115% 3 1-Right Repetitive n/a Total Deflection L257(0.651") 93.0% 4 1 Construction Type n/a Live Deflection U405(0.414") 88.8% 4 1 Total Neg.Defl. -0.105" 20.9% 4 2 Live Load 40 PSF Max.Defl. 0.651"(Limit 1") 65.1% 4 1 Dead Load 10 PSF Span/Depth 17.7 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(L240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(Lt360)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(I' Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-12". evidence of suitability for a particular Minimum bearing length for B1 is 3-12". application. The output above is Minimum bearing length for B2 is 1-12". based upon building code-accepted design"properties and analysis Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2min.end bearing+1/2intermediate bearing methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC.CALC@,BC FRAMER@, BCI@; BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PL LIS@, VERSA-STRAND-, VERSA-STUDS,ALUOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ NU BC CALC@ 2002 DESIGN REPORT - US Wednesday,December 1 i,2002 09:59 File Double 1 3/4"x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminars great marsh lot S.BCC:FB01 Job Name - Description - flush beam over kitchen angle Address - Specifier - Jay Malaspina City,State,Zip - DENNIS,Ma. Designer - Jay Malaspina Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-9055 1 Standard Load-4D PSF 110 PSF Tributary 00435.00 7......�.: �- x � w_ z� "`s..r. �`i 9� ...^— ;.k ��� » T..u, �, t L u ,ex..c,�a,-.s`i.�',�.. ...`"e»..� ...r.x.. ��tin..:r' •�.„� ._..:.,. rcer..._�...�..�^^ _..��'^�.:��.^r._.�..�::•�.....�r.".�....�� � t=,�� enc�.Y'�._. "s �-�-.�c W� ..e.-r��,�. ��w-Y...ra...�:�.ti:.��-�.�r BO .1413 Ibs LL B1 428lbs DL 1093 Ibs LL 348 Ibs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib, Dur. S Standard UnfArea Load Left 00-00-00 16-00-00 40 PSF 10 PSF 00-05-00 100 Member Type: - Floor Beam 1 floor load over kitchen Trapezoidal Left 00-00-00 200 PLF 50 PLF n/a 100 Number of Spans - 1 1 floor load over kitchen Trapezoidal Left 16-00-00 80 PLF 20 PLF n/a 100 Left Cantilever - No - Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 6590 ft-Ibs 50.5% @ 100% 2 1 -Internal Tributary 00-05-00 End Shear 1633 Ibs 25.4% @ 100% 2 1 -Left Repetitive n/a Total Deflection U317(0.6051 75.6% 2 1 Construction Type n/a Live Deflection U415(0.462') 86.6% 2 1 Max.Defl. 0.605"(Limit:1") 60.5% 2 1 Live Load 40 PSI= Span/Depth 20.2 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria: Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(11 Maximum load deflection criteria. . the input must be verified by anyone Minimum bearing length for BO is 1-1 2". who would rely on the output as Minimum bearing length for 61 is 1-12". evidence of suitability for a particular Entered/Displayed Horizontal Span Length(s)=Clear-Span+12 min.end bearing+12 intermediate bearing application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. SC CALC®,BC FRAMER®, BC10, BC RIM BOARD'*',BC OSB RIM BOARD-,BOISE GLULAMTA°, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUD®,ALLJOISTO and AJS1m are registered trademarks of Boise Cascade Corporation. Page 1 of 2 i Page:2 Multi-Span Floor Beam(99 BOCA National Building Code(97 NDS)I Ver. 5.05 By:Jay ,CADns on: Project: SEMINARA-Location:GM LOT 5 EXIaspino DECK M D PANSGIRDER 12-11-2002: 09:57:31 AM Floor Tributary Width Side Two: Trib-2-3= 5.0 FT Beam Self Weight: BSW= 10 PLF Wall Load:Total Live Load: Wall-3= 0 PLF wL-3= 600 PLF Total Dead Load:Total Load: wD-3= 100 PLF Properties For. level 2 Wolmanized Parallam-Trus JoistWacMillan wT-3= 710 PLF Bending Stress: Fb= 2088 PSI Shear Stress: Fv= 088 Modulus of Elasticity: E= 1740177 PSI Stress Perpendicular to Grain: Fc�erp= PSI 000 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 2112 PSI Adjustment Factors:Cd=1.00 CI=0.99 Cf=1.03 Fv'. Fv'= 177 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -2917 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear. V= 2617 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.57 IN3 Area (Shear): S= 52.65 IN3 Areq= 22.18 IN2 Momentof Inertia(Deflection): A= 33.25 IN2 Ireq= 38.28 IN4 1= 250.07 IN4 Multi-Span Floor Beamf 99 BOCA National Building Code(97 NDS) Ver. 5.05 By.Jay Malaspino, CAD Designs on: 12-11-2002: 09:57:30 AM Proiect: SEMINARA-Location:GM LOT 5 EX DECK MIDSPAN GIRDER Summary: 3.5 IN z 9.5 IN x 18.0 FT(6+6+6)/level 2 Wolmanized Parallam-Trus Joist-MacMillan Section Adequate By.49.9% Controlling Factor.Area/Depth Required 6.34 In Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD•Left= 0.03 IN= U2852 Total Load: TLD-Left= 0.03 IN= U2087 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.02 IN=U3446 Total Load: TLD-Center- 0.02 IN= U3399 Right Span Deflections: Dead Load: DLD-Right= 0.00 IN Live Load: LLD-Right= 0.03 IN= U2352 Total Load: TLD•Right= 0.03 IN= U2087 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1620 LB Dead Load: DL-Rxn-A= 265 LB Total Load: TL-Rxn-A= 1885 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.40 IN Center Span Left End Reactions (Support•B): Live Load: LL-Rxn-B= 4320 LB Dead Load: DL-Rxn-B= 729 LB Total Load: TL-Rxn-B= 5049 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 3.75 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 4320 LB Dead Load: DL-Rxn-C= 729 LB Total Load: TL-Rxn-C= 5049 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 3.75 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 1620 LB Dead Load: DL-Rxn-D= 265 LB Total Load: TL-Rxn-D= 1885 LB Bearing Length Required(Beam only, Support capacity not checked): BL-D= 1.40 IN Dead Load Uplift.F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 6.0 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 6.0 FT Center Span Length: L2= 6.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.6 FT - Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Right Span Length: L3= 6.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Lenqth-Bottom of Beam: Lu3-Bottom= 6.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= .60.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 5.0 FT Floor Tributary Width Side Two: Trib-2-1= 5.0 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 600 PLF Total Dead Load: wD-1= 100 PLF Total Load: wT-1= 710 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 5.0 FT Floor Tributary Width Side Two: Trib-2-2= 5.0 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 0 PLF Total Live Load: � wL-2= 600 PLF Total Dead Load: wD-2= 100 PLF Total Load: wT-2= 710 PLF Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 60.0 PSF Floor Dead Load: FDL-3= 10.0 PSF Floor Tributary Width Side One: Trib-1-3= 5.0 FT Page: 2 Multi-Span Floor Beam[99 BOCA National Building Code(97 NDS))Ver. 5.05 By:Jay Malaspino,CAD Designs on: 12-11-2002 : 09:56:58 AM Project: SEMINARA-Location: GM LOT 5 EX DECK GIRDER OUTSIDE Floor Tributary Width Side One: Trib-1-3= 5.0 FT Floor Tributary Width Side Two: Trib-2-3= 0.0 FT Beam Self Weight: BSW= 7 PLF Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 300 PLF Total Dead Load: wD-3= 50 PLF Total Load: wT-3= 357 PLF Properties For.#2-Southern Pine Bending Stress: Fb= 1050 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 882 PSI Adjustment Factors: Cd=1.00 C1=0.99 Cf=1.00 Ci=0.85 Fv': Fv'= 90 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -1464 FT-LB Over right support of span'1 (Left Span) Critical moment created by combining all dead loads and rive loads on span(s) 1,2 i Controlling Shear. V= 1314 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.93 IN3 S= 42.78 IN3 Area(Shear): Areq= 21.90 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 21.91 IN4 1= 197.86 IN4 Multi-Span Floor Beamf 99 BOCA National Building Code(97 NDS)1 Ver. 5.05 By:Jay Malaspino , CAD Designs on: 12-11-2002: 09:56:58 AM Proiect: SEMINARA-Location: GM LOT 5 EX DECK GIRDER OUTSIDE Summary: (2) 1.5 IN x 9.25 IN x 18.0 FT(6+6+6)/#2-Southern Pine- Dry Use Section Adequate By:26.7% Controlling Factor Area/Depth Required 7.3 In Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.02 IN= U3251 Total Load: TLD-Left= 0.03 IN= U2876 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.02 IN= U4764 Total Load: TLD-Center- 0.02 IN= U4697 Right Span Deflections: Dead Load: DLD-Right= 0.00 IN Live Load: LLD-Right= 0.02 IN= U3251 Total Load: TLD-Right= 0.03 IN= U2876 Left End Reactions(Support A): Live Load: LL-Rxn-A= 810 LB Dead Load: DL-Rxn-A= 136 LB Total Load: TL-Rxn-A= 946 LB Bearing Length Required(Beam only, Support.capacity not checked): BL-A= 0.56 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 2160 LB Dead Load: DL-Rxn-B= 375 LB Total Load: TL-Rxn-B= 2535 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.50 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= '2160 LB Dead Load: DL-Rxn-C- 375 LB Total Load: TL-Rxn-C= 2585 LB Bearing Length Required(Beam only,Support capacity not checked): BL-C= 1.50 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 810 LB Dead Load: DL-Rxn-D= 136 LB Total Load: TL-Rxn-D= 946 LB Bearing Length Required (Beam only, Support capacity not checked): BL-D= 0.56 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 6.0 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bott6m= 6.0 FT Center Span Length: L2= 6.0 FT .Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT' Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Right Span Length: L3= 6.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Lenqth-Bottom of Beam: L0-Bottom= 6.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Left Span Loading: Uniform Load: Floor Live Load: FLL71= 60.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 5.0 FT Floor Tributary Width Side Two: Trib-2-1= 0.0 FT Beam Self Weight: BSW= 7 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 300 PLF Total Dead Load: wD-1= 50 PLF Total Load: wT=1= 357 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 5.0 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 7 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 300 PLF Total Dead Load: wD-2= 50 PLF Total Load: wT-2= 357 PLF Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 60.0 PSF Floor Dead Load: FDL-3= 10.0 PSF Multi-Loaded Beam[AISC 9th Ed ASD I Ver. 5.05 By:Jay Malaspino , CAD Designs on: 12-11-2002 : 09:56:48.AM Proiect:SEMINARA-Location: GM LOT 5 GARAGE STEEL Summary. A36 W16x31.x 24.0 FT Section Adequate By:40.0% Controlling Factor.-Moment Center Span Deflections: Dead Load: DLD-Center- 0.18 IN Live Load: LLD-.Center- 0.48 IN= U605 Total Load: TLD-Center- 0.66 IN= U436 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 9215 LB Dead Load: DL-Rxn-A= 3643 LB Total Load: TL-Rxn-A= 12858 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.13 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 12428 LB Dead Load: DL-Rxn-B= 6721 LB Total Load: TL-Rxn-B= 19149 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.13 IN Beam Data: Center Span Length: L2=• 24.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 520 PLF Dead Load: wD-2= 130 PLF Beam Self Weight: BSW= 31 PLF ' Total Load: wT-2= 681 PLF Point Load 1 Live Load: PL1-2= 5769 LB Dead Load: PD1-2= 4616 LB Location(From left end of span): X1-2= 23.0 FT Point Load 2 Live Load: PL2-2= 3394 LB Dead Load: PD2-2= 1884 LB Location(From left end of span): X2-2= 4.66 FT Properties for. W16x31/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 15.88 IN Web Thickness: tw= 0.28 IN Flange Width: bf= 5.53 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 1.13 IN Moment of Inertia About X-X Axis: Ix-- 375.00 IN4 Section Modulus About X-X Axis: Sx= 47.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.28 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 57.75 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy. Lc-- 5.83 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 54.55 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Deign Requirements Comparison: Controlling Moment: M= 66777 FT-LB 11.04 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr-- 93456 FT-LB Controlling Shear. V= 19149 LB 24.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 62885 LB Moment of Inertia (Deflection): Ireq= 223.03 IN4 1= . 375.00 IN4 Combination Roof and Floor Beam(AISC 9th Ed ASD 1 Ver. 5.05 By:Jay Malaspino, CAD Designs on: 12-11-2002 :09:56:39 AM Protect: SEMINARA-Location: GM LOT 5 BEAM REAR GREAT ROOM Summary: A36 W8x24 x 15.0 FT Section Adequate By: 30.9% Controlling Factor. Moment Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.36 IN=U501 Total Load: TLD= 0.53 IN=U338 Reactions(Each End): Live Load: LL-Rxn= 5681 LB Dead Load: DL-Rxn= 2749 ' LB Total Load: TL-Rxn= 8430 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.88 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect.Criteria: U. 360 Total Load Deflect.Criteria: U 240 Roof Loading: Roof Live Load-Side One: RLL1= 25.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 17.5 FT Roof live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two: RDL2=• 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Floor Loading: Floor Live Load-Side One: FLL1= 40.0' PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 6.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side.Two: FTW2= 2.0 FT Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 438 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 263 PLF Floor Uniform Live Load: wL-floor- 320 PLF Floor Uniform Dead Load: wD-floor- 80 PLF Beam Self Weight: 8SW= 24 PLF Combined Uniform Live Load: wL= 758 PLF Combined Uniform Dead Load: wD= 343 PLF Combined Uniform Total Load; wT= 1124 PLF Controlling Total Design Load: wT-cont= 1124 PLF Properties fdr.W8x24/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity. E= 29000 KSI Depth: d= 7.93 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 6.49 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.88 IN Moment of Inertia About X-X Axis: IX-- 82.80 IN4 Section Modulus About X-X Axis: Sx= 20.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.77 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.12 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 32.37 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.86 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 29.1 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 31613 FT-LB Nominal Moment Strength: Mr- 41382 FT-LB Controlling Shear. V= 8430 LB Nominal Shear Strength: Vr- 27977 LB Moment of Inertia(Deflection): Ireq= 59.50 IN4 1= 82.80 IN4 i i t _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma� Parcel DDT Permit# 40 / V0 Health Division — t'L Z1Z b Z- ����) Date Issued ����-0/o a Conservation Division I VC 0a FL JV Rear 11/Z a/0a Ay Alk& Fee G Tax Collector / ��� ��? /%�/ gv`7J .6-6. �U Treasurer SEPTIC SYSTEM MUST EE Planning Dept. ;y INSTALLED IN COMPLANCE.WITH TITLE 5 Date Definitive Plan Appro ed by Planning Board ENVIRONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis / TO19 4 REGUUjTIONS Project Street Address D s t�II J1i� i���— /R D � Village Owner 5`r Address A764- P1/I - so Telephone Permit Request ,44/ti-+4_- 40 1/J1Z tl0 C_G.4-1'J,0tE Wl ttL— /Square feet: 1st floor: existing proposed aay/2nd floor: existing propose141 "Total new 3 / Valuationgr�J ��'�T Zoning District Flood Plain Groundwater Overlay Construction Type Gam, ►M krzd Lot Size C 3 rJ Grandfatliered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Q Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 2<es ❑No Basement Type: Erf`uII ❑Crawl Cf Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 6?t=Z 14 Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count i Heat Type and Fuel: O'Gas ❑Oil ❑ Electric ❑Other Central Air: &6's ❑No Fireplaces: Existing New 6 4J Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization Cl Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name cS/p Telephone Number 52�,2T— 33-3� 9 Gads Address GUI License# Q1/ � �--(p Home Improvement Contractor# /;7 3dK 7,/ Worker's Compensation# , ALL CONSTRUCTION DEBRI SULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE �O���� S FOR OFFICIAL USE ONLY t. ' w PERMIT NO. i Y DATE ISSUED r - Y MAP/PARCEL NO. o ADDRESS VILLAGE OWNER' .j DATE OF INSPECTION: FOUNDATION �K rs� 3 G1'd - 1366 URAME INSULATION FIREPLACE 4 _ . ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Es t GAS: ROUGH��' r— FINAL FINAL BUILDING' K== Y:i►/K t3 x DATE CLOSED OUT ASSOCIATION PLAN NO. l s a a . i z w Application to ®Y� 4b,,i l#j �acp 3,kegional 30isstoric MiRtrict Committee BAN TABLE, MASS. In the Town of Barnstable 2102 DEC 2 7 AN 9: 11 CERTIFICATE OF APPROPRIATENESS _ Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness undeO Sect on 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: N) CHECK CATEGORIES THAT APPLY: -- w:- 1. Exterior building construction: New ❑ Addition ❑ Alteration r Indicate type of building: House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Renting Existing Sign 4. Structure: ElElpai Fence ❑ Wall Flagpole ❑.Other I TYPE OR PRINT LEGIBLY: Q .ATE ADDRESS OF PROPOSED WORK.1 D � � ` !��� ' ASSESSOR'S MAP NO. D " OWNER c�Gl'rl�!'ta-Y� �mSt►'R-ut�T7!'►1. '�2�• ASSESSOR'S LOT NO. 00� HOME ADDRESS 6 ` X 426 �,�,dNlS /�iQ TELEPHONE NO.kS6e SW abates Q24�s0 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) J• �'e�o'ti�a. - GxsrjW. Pd BOX /2/f A44- o2.1&" o?. f}tcC 6re 302 I.WP�r �vtwr AV. wc�s Ins rf- 0/S20 3• ti r- ph-n. �. ss aZ. U6 -,PS-(q AGENT OR CONTRACTOR LWS G/�ld2e��t, 2' TELEPHONE NO.,�SZ1k30S_a 41 ADDRESS _d ' ,e 0 X �.�! Oft y•.,Ue.V IIX g4 e 2.1,6e0 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. le L/t&` Sign L` OmDeK-ContractoftAgent For Committee Use Only This Certificate is hereby Date Approved/Denie c Committee Members' Signatu Affidavit of Substantial Financial Interest of r on oath depose and state as follows: 1. 1 am an applicant for a building permit for the roperty located at Map �E' , Parcel The address of the property is 2. 1 have Zoa �. % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 452 ,the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is -6)- , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted d building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted O building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received f� building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, t ' day of 200 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT ' I / I I JI • 1 I 1. I J • 1 1 .1. .1 i 1 •Nt{tl:.i���j/j�j/�jjjjj�%L'V�i�LU/.iLLLL'f!!//�./../:N/%���5[tl.%�::f�1.•iS,�/��j��� �f1!i++ fst sir/ - J1 ■ 11 1•111�••'1� ••+•1.1.11• • •11. 11 ' /////ii/i////////////%/i///i/iii/iiii/'�i�r•<'ri ■ I• I rUl• •1 • •111 1 •.•� 1111•�• �'1• • IU - 11•..11 •. 11 • w r• . n n _.•11• • - :111 •1 ••1•�I.1 J. 1111• +.. •1 1 • �...� 2 •....�`)Y.: ... ;- ♦. \ :.��9F?2x!1n6.Spi,':a� •mow::h.::�ou..a 1 l)a' �, ii.�J4'�GiO. n . 'O Y`(a'M`O MO"Oa 'C•. bQ..- \ �. '••1 3�09?:'•y .6iv' ``ff�F.- �`� a".cx�°� .51�R'7S?;`0� •�k:< %%�<:sJoaw...'xd<c'.�'^"'°''y.�+R C?;c^c°'<'�•»�2i�"op:tC�.. :y.;-.;.... � ::JJa. � �• 3�'•- ?<� F,.. M."'.`.'?ard�:$ 4>�*�"� 'Mc<:�c�::. ob L r .:..�:l'l:1'�....�^9M•►vw :.,.-.:o. •...,.... ....;\•<�,: n.:aM •` ..��.YY..AA..��Y..<<�5�S.����, ...a�cbY::y:,. .•.5......>.D.((�..zoa?...J:f::<w.,,.;`;?':::: '::c.�::'%% i <�.�'.` 'a�.l QIQ �' -.OW'di. .yq�<..; y" M:,2(4:�•(•^!:':K Q:pr:�.�'OA[a`\:i. '::..:i..:e.:.... J.Y.?^^'^.:�.1�1 �S•: `M ��:.�uv�H�. •� - `` s,, .DOSo�=: a�??°<i:Rc<..x �%Jc J•C^:•Q!::"J T:3'\.;t�?2 x .. v:•,..::'n-.::....O�v:.:::..:, .. ..:� �...jri;::v,�:L::.::C^'-iritw.v.�•fOK,OjT .w .rn, /roi/a//�.p/?"•'%:''J.ffi/{/i/i/rir/a/r/fug%iui����������/��/��������/�������������//�//�/�////�%//��//�/�///����/�:,:/��i�/�%////�/���/��/�����������������������/���������� 11 11 •. ... 1• _ :ti Information and Instructions Massachusetts General laws chapter 152 section 25 requires all employers to provide workers compensation forth.::: emplove-.s. As quoted from the `law", an employee is defined as every person in the service of another under aaY c of hire, a:cpress or implied, oral or written. An employer is defined as an individual. partnership,association, corporation or other legal eatirY, or any two or more c: the-foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or them trustee of an individual, partnership, association or other legal entity, employing employees. However the owns of a dwelling house having not more than three aparmncats and who resides therein,or the occupant ofthe dwelling house of another who employs persons to do maintenance, construction or repair wok on such dwelling house or an the:*^um::s c= building appurtenant thereto shall not because of such employment 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 resew: 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. Addidoaally,netthathe commcmweal&nor any of its political subdivisions shall eater into any contract for the perform==of public work unca ac=pmble evidence of compliance with the insurance reg df this chapter have been presented to the consscc:-g authority. -Applicants Please fill in the workers' compensation affidavit completely,by checlaagthe.boathat applies to yourska#m and supplying commmpany names,address and phone numbers along wish a cetdficatie of insurance as all affidavits may be submitted to the Departmeat of Industrial Accidents for c lan ofjns=m ca coverage. Also be sure to sign and date the affidavit 'Ike affidavit should be retained to the c ky artowathatthe application for the permit or license's being requested,not the Depa=cat of Industdal Accidents. Skmid you lave any questions regarding the law"or if 1-cn are required to obtain a workers'c ompenszdon policy,please call the Deparmma t at the munber listed below. City or Towns Please be sure:that the affidavit is lete and ly. 'Ike D has ded a space at the bottom oft!e � P�� ��� p� � Iicam. ple:.se affidavit far you to fill out in the eveat the Office of Iavestigatiansshas to ca=ct you regarding apP be se to fill in the poi c iM;ccase number which wM be used as a xcies ace nmmber. 'Ike affidavits maybe en TO sure the Departmeat by mail or FAX unless other gem have be=i=k. The Office of Investigations would Bice to thank you is advance for you cooperation and should you have nay questions. Please do not hesitate to give us a call. The Deparancat's address,telephone and fax mamber. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesduadoas 600 Washington street Boston,Ma 02111 fax it: (617) 727-7749 phone #: (617) 7274900 ext 406, 409 or 375 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET r NEW LIVING SPACE . 2 x.0031 �L = � �• $� f ��square feet x$96/sq.foot= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.1t , >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= (der) Deck x$30.00= (der) 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) permit Fee projcost 440 Iq vCimil iv , *3rl1 SARA & REBECCA' S LAND CO. , INC. , a corporation duly established under the laws of The Commonwealth of Massachusetts and having its usual place of business at KK1 Hol Brook Ct. , Rockport, R County, Massachusetts, for the full consideration of One Hundred Sixty-six Thousand Two TAWX Hundred Fifty Dollars ($166 ,250 . 00) paid grant to SEMINARA CONSTRUCTION CORPORATION of Atlantic Avenue, South }_. `''Dennis, Barnstable. Couri�y"; Massachusetts y x t ` xx with quitrlttim ranPnants the land in Sandwich (East) and Barnstable (West) , Barnstable County, Massachusetts, bounded and described as follows: SOUTHEASTERLY by land of Ruth Bullock and Sue Sherman. as shown on plan hereinafter mentioned, sixty-seven and 07/100 (67. 07). feet, forty-two and 15/100 (42 . 15) feet, twenty-nine and 43/100 (29 .43) feet, and eighty-five W and A1/100 (85. 01) feet; A NORTHEASTERLY by said land of Ruth Bullock and Sue Sherman, as shown on said plan, eight and 49/100 (8 :49)' feet; CD H SOUTHEASTERLY by said land of Ruth Bullock and Sue Sherman, as shown on said plan, twenty-two and 50/100 (22 . 50) feet, one hundred ninety-four and 87/100 (194 . 81) feet, seventy-five and 95/100 (75.95) feet, one hundred twelve and 97/100 (112 .97) feet, one hundred thirty-seven and 65/100 . (137 :65) feet, two hundred four and 69/100 (204 . 69) feet, ninety- seven and 43/100 (97 .43) feet, and one hundred forty-seven and 35/100 (147. 35) feet; SOUTHWESTERLY by land of John Lebel, Trustee, as shown on said plan, three hundred seventeen and 41/100 (317.41) feet; NORTHWESTERLY by Great Hill Road, also called -Great Marsh Road, as shown on said plan, on an arc with. a radius of 50. 25 feet, there measuring thirty-five and 55/100 (35. 55) feet; again NORTHWESTERLY by said Great Hill Road, also called Great Marsh Road, on an arc with a radius of 291. 54 feet, there measuring. sixty-one and 99/100.(61>99) feet; again NORTHWESTERLY by . said Road, as shown on said plan, fifty-five and 00/100 : (55. 00-) feet, and on an arc with a radius of 860 , there measuring four hundred thirty-five and 28/100 . (435 .28) feet; again NORTHWESTERLY by .. said Road, three hundred thirty-two and 55/100 (332 . 55) feet; NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY by said Road, on an arc with. a radius of 160 , there measuring on.e `hundred eighty-nine and 89/100 (189 . 89) feet; ` . 4 r4UC' you SOUTHWESTERLY by said Road, seventy-four and 55/100 (74 . 55) feet and eighteen and 82/100 (18 . 82) feet; Ca SOUTHWESTERLY and WESTERLY by said Road, on an• arc with a radius of 137 .42 , there measuring one hundred twenty-six and 64/100 (126 .64) feet; and NORTHEASTERLY by land of Penn Central R. R. , as shown on said plan, seventy-six and 94/100 (76 . 94) feet and four hundred forty-six and 41/100 (446 .41) feet. CONTAINING a total area of 7 . 63 acres and being shown on a plan of land entitled, "Plan of Land in Barnstable, Mass. and Sandwich, Mass. for Olga & Bernard Johnson Ernest H. Fagerstrom Registered Land Surveyor Norwell, Mass. Scale: 1" = 401 , Jan. 5 , 1979" , which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 331 Page 60. The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record, insofar as the same are in force and applicabl �e.m urn �o� �5 art u �s5kov_fo ern a p)&o recvidad u iHt �p y r��arns�u.b •�o9ts�.y �'v� flav� f~3bo�c 3�Y� 'o�P ��j! For my itle See ee rom_:ALBERT H. DA IS O me dated April _, 1985 and recorded herewith at the Barnstable County Registry of Deeds. For Corru)a.Ie. (-%-L1" 00i4 lu l/y a V-t�� see Cer +►f,e d Cop,) of Vote46,il, ecrdo d LA or su'6s Rcc.v�0oL 38'&d, This Cor)V1 Cqa.wLe. cuy)s+( W-e a SCL�e ( � � �sse sr vf S«nc� a Zeb eccc; s Lattd Co. , `Yn c . �,,,,,d zo mr, u,, hpor d Vv4a4.y Ct7 V�1 SR �r U U-/--) M t4i . In Witness Whereof the said SARA 9 REBECCA' S LAND CO. , INC. has caused its corporate seal to. be hereto affixed and these presents to be signed, acknowledged and delivered in- its name and behalf by AMBROSE L. DEVANEY,. its PRESIDENT hereto duly authorized, this day of April , 1985 . Executed as a sealed instrument this 16 day of April 1985 SARA & ' INC. BY d �� Ambrose L. Devaney, ilyrelgident ?dheC�mnmonwe�ltho� �l�bu�e • Barnstable ss. April 19 85 1 Then personally appeared the above named AMBROSE L. ,DEVANEY, as aforesaid i and acknowledged the foregoing instrument to be his free act and dee WX he SARA & REBECCA' S. LAND CO. ; INC. , before me i Notary Public •.. - commission expires Z r C:'srwk• �PAzON_1IEALjH!_O.:f91 "s AC ll1YT�2 °6-D D .lhruc• > tn,�, v..i!alt A��!'�r y + e f�4-.w-. srr.e .,+..: t ��. . a 7F IfPi+F,i^'ni*7� F»c.!l i�11*M' f�;Mha' � Hfx i a0✓+Y 1 .n`b`�y'M V(,;�'r 1'f�<i T w.4a>aw r+vr.s /�1\��999 p;{w• .h!!.rx i .rw`e}: ( -(.wn 1, _1f f.a1t R•T■ •� t€ •m �-..1..b�i..t3��{Y t2 U_ F -- Z N ��.. �i 1 11 �'L�`Il DLU APR 16 5 i Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\GREATLOT5.cck i CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 12/11/02 DATE OF PLANS: 12/11/02 PROJECT INFORMATION: GREAT MARSH LOT 5 COMPANY INFORMATION: SEMINARA CONSTRUCTION CORP. (508) 385-2605 NOTES: PREPARED BY CAD DESIGNS (508) 398-9055 COMPLIANCE:Passes Maximum UA=768 Your Home=708 7.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2280 30.0 0.0 80 Ceiling 2:Flat Ceiling or Scissor Truss 462 30.0 0.0 16 Wall 1:Wood Frame, 16" o.c. 4217 13.0 0.0 299 Window: 1832: Vinyl Frame,Double Pane with Low-E 13 0.340 4 Window: 2432:Vinyl Frame,Double Pane with Low-E 43 .0.340 15 Window: 24310:Vinyl Frame,Double Pane with Low-E 20 0.340 7 Window: 2446: Vinyl Frame,Double Pane with Low-E 83 0.340 28 Window: 24410: Vinyl Frame,Double Pane with Low-E 64 0.340 22 Window: 2846: Vinyl Frame,Double Pane with Low-E 40 0.340 14 Window:2456: Vinyl Frame,Double Pane with Low-E 58 0.340 20 Window: A 41: Vinyl Frame,Double Pane with Low-E 8 0.330 3 Window: AR 51:Vinyl Frame,Double Pane with Low-E 7 0.330 2 Window: AR 31:Vinyl Frame,Double Pane with Low-E 4 0.330 1 Window: AN 41:Vinyl Frame,Double Pane with Low-E 21 0.330 7 Window: AN 251: Vinyl Frame,Double Pane with Low-E 13 0.330 4 Window: G 55: Vinyl Frame,Double Pane with Low-E 25 0.350 9 Door: 2868: Solid 19 0.350 7 Door: 3068: Solid 43 0.350 15 Door:FWG 6068: Glass 40 0.330 13 Door:FWG 10068:Glass 67 0.330 22 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 2241 19.,0 0.0 105 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 462 30.0 0.0 15 Furnace 1: Forced Hot Air, 82 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the doling load if appropriate,has been determined using the applicable Standard Design Conditio o in the. . The HVAC equipment selected to heat or cool the building shall be no greater than 125%o e deli to as specified in Sections 780CMR.1310 and J4.4. Builder/DesiarLier f UAL. Date , �j MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE: 12/11/02 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ( ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window: 1832: Vinyl Frame,Double Parie with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window: 2432: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?( ]Yes[ )No Comments: [ ] 3. Window:24310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window: 2446:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes• Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 5. Window:24410: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Window: 2846:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window:2456: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Window: A 41: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes . Frame Type Thermal Break?[ ] Yes[ ]No Comments: ( ] 9. Window: AR 51: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No i Comments: [ ] 1 10. Window: AR 31: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 1 • For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: J 1 11. Window: AN 41:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ J I 12. Window: AN 251: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 1 13. Window: G 55: Vinyl Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors, describe features: 1 #Panes Frame Type Thermal Break? [ ]Yes[ ]No 1 Comments: I Doors: [ ] 1 1. Door: 2868: Solid,U-factor: 0.350 Comments: [ ] 1 2. Door: 3068: Solid,U-factor: 0.350 1 Comments: [ ] 1 3. Door:FWG 6068: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 1 4. Door:FWG 10068: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break?[ ]Yes[ ]No 1 Comments: 1 Floors: [ ] 1 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] I 2. Floor 2: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation 1 Comments: I 1 Heating and Cooling Equipment: [ ] 1 1. Furnace 1:Forced Hot Air, 82 AFUE or higher 1 Make and Model Number I Air Leakage: [ ] 1 Joints, penetrations,and all other such openings in the building envelope that are sources of air 1 leakage must be sealed. [ ] 1 When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture 1 and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 1 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture 1 shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. i Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. i 1 Materials Identification: [ ] 1 Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] J Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on �. the building plans or specifications. I J Duct Insulation: [ ] J Ducts shall be insulated per Table J4A1.1. I J Duct Construction: [ ] J All accessible joints,seams,and connections of supply and return ductwork located outside J conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed J using mastic and fibrous backing tape installed according to the manufacturer's installation J instructions. Mesh tape may be omitted where gaps are less than 1/8 inch_ Duct tape is not permitted. [ ] J The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] J Thermostats are required for each separate HVAC system. A manual or automatic means to J partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. J Heating and Cooling Equipment Sizing: [ ] J Rated output capacity of the heating/cooling system is not greater than 125%of the design load as J specified in Sections 780CMR 1310 and AA J J Circulating Hot Water Systems: [ ] J Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] J All heated swimming pools must have an on/off heater switch and require a cover unless over 200/0 J of the heating energy is from non-depletable sources. Pool pumps require a time clock. J J Heating and Cooling Piping Insulation: [ ] J HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the J levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes ,Heated.Water Non-Circulating, Runouts Circulating Mains and Runouts Temperature(F) Up to V. Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range M 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems . Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) r i ✓fie iloaivnzoouueal� a�✓�t'aauc�cc6e.�6 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number'CS 01583.E Birthdate:.09/07M 946 Expires 09(07/2003 Tr.no: 2824 Restricted': 00 LOUIS J SEMINARA _ PO BOX 12190 y�i S DENNIS, MA 02660 Administrator -_-_ =----_---_-=___-___--=-_=__-==__=- -_ _- = -__----- ---_ - - -v=--------------- --------------- --_ ------- URN ..- -- -- --_ --_ -_---_-- _ -- - -- -- -- —;. _ max -'lll -J._ . _===rr ME To =t�.t:=�r■/■ — =.�111.I a111 ='�IIIi =s= s l •M3 _ sr;-V"i -f.:e = //Fy==€t/1,$--■//._ , —'//■ Ott/F= =�f =111i 11111 Iy.11l _ 11 III IN;III III II III III UI ■1■ //■ t// _ ■/■ 111 Ilf IIUI = ... 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".• eras bo \ •,a' o r,er o o uortn o vvriwvr I f O e eP,eP rsnao.w ,• . air.e:v Haan rP ro- O eme O vrve:v sawn e•P ro- \ As 0 O b p w.eo- imo.cm o-P u � 9 cm lr �im.w me.roc Qr...vr •r �� na�wo..c..av b.ae.ror. A O ..vom .so..roc .voa,u+. " 11 w..on a,e.roc .s.av �m •m ,• �of°v...�w r..av W 1 CROSS SECTION A CROSS SEC'ITON B CROSS SECTION C . � o d 'DAM OF fl"K518 m roc om roc NOW . OtFEME V 4v .1. CROSS SECTION D CROSS SECTION 1E . 10 -. I 444M EUMI J - = - - - - - - - — "ma's' 1 --I �� f•� 'r.- _ '� sq- "� _I'-I�iI� 11 �•`"I `a ,•l � ,•�, III I ► i .." � s...11urvn!rll o rrv! tS 1•..�U!,11.5'1�lilll fAlrrnI4111 It Alr:'7rU tfu Ih;l�I.:NI'.lM1l Orl.lY� I ■{"mil—l'��L"�{"`�l"�:1� .,- ,..... .S r.r � e� z v fl } ILI I:Or -I I. ;I fI I I I 6 . II i I v i II UIFILJHI - �� u PMOP ivvoz.. • rt 1ST' FLOOR FR.AII�IIIVG_FLAN �\� /i�/ NOW P�a u� i 00 U ' n ins: IT 01 R DAZE OF 2N ) FLOOR PLAN FIWY Flu 12/II/02. 1/4".- 1' 13 . 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El ■■■ ■ ■■■■■■■■■■■ ■■I ■I ■! ■r■ ■ ■' 111■■�■ ■■x t �/ ■ �a ■ ■ ■ ■■■ ■■■■■see■■■■■■■■■■■■■ ■ h ■ ■; ■ fll■�� ■■ ■ is■f■1 3■ ■{ IOC ISO - ■■ ■■■■■■■■■■■■ ■ , ! ■� ■ � ICI■■�; �; ,, ��! ■�NI■ �■; � ! ■■!� .■ ■ �. ■■■■■■■■■■■■ IllI ■ ■ I 1 t i, �■ ■E ■■■■■■■■■■■ ONN OMEN ■ on ■■■w ■ NN■ OMEN ME■■ MENNEN ■■■■■■■■■■■■■OMENOMONEEE■mom■■O■■■■■■■■■■ ■■■■■■■■■■■■ MEE■■MENN■■ ■■■■■■■■■■■■■■■■■■mom■OENMOE■■■■■■■■■■■■■E■■■■■■■■NEE mom■EMN■NONE ■■ E■■■■■■■■■■O■■MOE■E■MEN O■■MMMMM■0NM mom■■■OE■■■■■■■mom■MOEN■■N■NONE ■ MENNEMM■■ENO■■MEMO O■MEN■NN■MENO■■■M■■■■■EO OEM Nmom■■E■OO mom MNN■MOEN■ ■■■■■■■■■■■■NM mom■EEmom MON■■■■O E®NMMM■M■ON■ON MEMO■■MEMNONN■NN■EINE ■■■■■■■■■■■■NN■OEO■E NONE OMENEM■ ■ mom O■■EO mom EMEMO■ME■NENONMMOEE■®■ j .. V j j - • 1 i e] e. E TEST HOLE LOG DATE: jAmuARy 18, 2001 P-9917 SOIL EVALUATOR: D. MASON, CSE WITNESS: D. MIORA-=I, BHD PERc RATE: <2 MIN./IN. 44 o" o" ORGANIC 5- ORGANIC 7- A SANDY LOAM A LOAMY 10YR3/3 10YR3/3 13" 101, Bw SANDY LOAM Bw LOAMY SAND 10YR!5/6 10YR516 41" 37" Cl SILT LOAN Cl SILT LOAN 5Y6/1 SY6/1 9's" 82" C2 - r:rNz SAND C2 rIKK SAND peer- 2.5Y7/4 2.5Y7/4 'adxc 116 133- 12011 NO WATER ENCOUNTERED Vl\ IV DESIGN DATA DAILY FLOW: (4) BDRMS. x 110 GPD = 440 GPD SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TAM LEACHING FACILITY: USE: (3) 51 x 8.51 500 GAL. PRECAST DRYWELLS LINED w/41 OF DOUBLE WASHED STONE CAPACITY: tj SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPE IF- 7 MARSH G1 N 9 Z- a( CIMAR PATH NOTES: LOCATION MAP I ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 21 OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 611 OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 211 LAYER OF 3/81, PEASTONE OVER ;1"-lW' DOUBLE WASHED STONE ------ ---- --- ALL AROUND TOP OF FOUND. @ ELEV. C>Z� SEPTIC SYSTEM PROFILE 21e>C� S--e OF GENERAL NOTES SITE SEWAGE PLAN CONTRACTOR TO BE R39SPONSIMA FOR THE LOCATION W. OF ALL UTILITIES, ABM AND UNDERGROUND, PRIOR FOR TO ANY EXCAVATION OR CONSTRUCTION. LOT 5 GREAT MARSH RD. f WEST BARNSTABLE, ASSESSORS MAP 89 PARCEL 5-5 SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CHR 15. 00: TITLE V. PREPARED FOR 3. THIS PLAN IS NOT TO BE USED FOR PROPZRTI LIU DETERMINATION. cy- SEMINARA CONST . CO" . 4. ALL DISTURBED ARRAS TO LOAMRD AND SEEDED. DATE : AUGUST 27, 2001 SCALE : 1" 401 OF 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. D IEL E. 8 MAN 6. RM40VE ANY IMPMMIOUS MATERIAL FOR A 51 MUDIUS jo CIVIL AROUND THE LEACHING AREA AND REPLACE WITH clim Np.32686C .,WELLER & ASSOCIATES 44 MEDIUM SAM. 1,5545 FALMOUTH RD. — SUITE 4C P.O. BOX 417 "/STC CENTERVILLE, MA 02632 ".�Sf .'� I ft Q/ NAL TEIL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: Z� I yea � - - --- TEST -HOLE- LOG - - - - DATE: JANUARY 18, 2001 P-9917 SOIL EVALUATOR: D. MASON, CSE �..;, �`� `•�•�� WITNESS: D. MIORANDI, BHD PERC RATE: <2 MIN./IN. Z. So o Z•� O' ORGANIC 5" OPAMIC 7' � A - SANDY LOAN A - LOANY SAID 10YR3/3 9� 10YR3/3� 13" 10^ Bw - SANDY LOAN BM- LOANY SAND 10YR5/6 10YR5/6 Cl =.SILT LOAN Cl = SILT LOAM 5Y6/1 5Y6/1 82" 96.. C2 FINE SAND C2 2 5Y7/4 PEQG.8z✓ 2.5Y7 �/4 PGeC /9 133" 77,11 1200 .fr I NO WATER ENCOUNTERED DESIGN DATA DAILY FLOW: (4) BDRMS. x 110 GPD = 440 GPD V1 SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK -p d LEACHING FACILITY: o ` USE: (3) 5' x 8.5' 500 GAL. PRECAST DRYWELLS LINED w/4' OF DOUBLE WASHED STONE CAPACITY:. SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD i aRraT ►ARM .� l Y� RM _ Lt3 ZA 7J�'.a Gd�Til•�i.�/ Zc�c+' ;o, sEo Tjc4R Err H ao. NOTES: \~` LOCATION MAP 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. i .3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE-INSTALLED ON A 6" LAYER OF STONE. - 6. INSTALL GAS BAFFLE IN OUTLET TEE. r2.NOvG�i9GC /M1i� 2" LAYER O! 3/8" PUSTONE OVER ------------------ ! fi"—lh" DOUBLE WASHED STONE -- --------- I ALL AROUND 519or L G TOP OF FOUND. @ ELEv. food 'G.<wo a 29 7 79 y SEPTIC SYSTEM PROFILE t� OFs GENERAL NOTES SITE SEWAGE PLAN ' G CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION FOR w. QF UTZLITIRS, A UNDO, x0�- .y .TO ANY EXCAVATYON Ott CONSTRUCTION. LOT 5 GREAT MARSH RD. , WEST BARNSTABLE , _ \ i ASSESSORS MAP 89 PARCEL 5-5 '} SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH �t Q 310 CMR 15. 00: TITLE V. PREPARED FOR 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. o-Z4-o1 SEMINARA CONST . CORP . 4. ALL DISTURBED AREAS TO LOANED AND SEEDED. DATE•• AUGUST 27, 2001 SCALE ' 1" = 401 Lvi OF 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY Mq' q REQUIRED INSPECTIONS. DANIEL E. �y ' BRAMAN N 6. REMOVE ANY IMPERVIOUS MATERIAL FOR A 5' RADIUS o CIVIL AROUND THE LEACHING AREA AND REPLACE WITH CLEAN WELLER & ASSOCIATES S, ♦No.32686C ; MEDIUM SAND. 1645 FALMOUTH RD. — SUITE 4C P.O. BOX 417 � �"y��s '1 s�t CENTERVILLE, MA 02632 sondtE. TEL: (508) 775-0735 FAX: (508) 775-0754 �� ` APPROVED BY: '. IIECEINE"r ""err �Ao bl 16 3 34 PN'p5 R ' q>� APPROY+9L !/NOER S(/a0/Y/S/G.V . CONTR GL L.w7./ N07 .tEq(w.rEO Z ;�, � Z J.�7/VOY✓/CN PLID/1//V/nr('r eO,pQQ 00 .awg.fir ! tip s'c wL E /--. A00' -- �C P' 4 10 4. CO.M.AlONWE.41-rN Qi- MASS.4CW(!3E TTf 5490/VA AASA/N dAW/W/CN+.f/jv-f! OPp !I� BARN�TABLE t.� /03.�' AAFA/N�ANSTAdGE: Per+ R T.s/4• � 40 RAY TRAA4S~TAJrlWV I 7\ 0. A4/Ti/OA'1rY ', F•so.Is � 0 ,tyy JT.tci 3�o nv , ���00 �°► o� ti <<�/' r,� s. 377.T/'� �'fit• C Y ti 0 al 14 /L L Raft O ��p'° m!A i G 7- R, a a R�AA<30 GLL O Q d 1 00 a•+w.a..•r <+0 fa oa �,/4E/QT /yARS/� 3.8s SS // ��` 7.. L• �.9s i /�•� w'ASLMONI' �v I � 530.ZJ Z P A l< v ZO 0 q o- 49,50a Z-0 f , N IF v -►-r,ea/..77 q• !7..03 i! .T 3T /37ii �- •S 7/1/0J'Q.!r 7i�Af - S.R7!S'..#!0S1T af -17 0T0-- .T ./� /3'/*t*7.'s 1 77�1f 7l! 402.0. 7 r7Af TAW---7 07 of ICI" .SJW IW X .3i3'/TK t JOSEPH M. 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