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0054 GREEN DUNES DRIVE
�. _ „� ,.. : e �� ----- v ,.I I 1 �;f i 0 s r i IN '1 ^II r` f e t j f i ,�TM�ro TOWN OF.BA4RNSTABLE Permit No.33133 BUILDING DERARTMENT t """ TOWN OFFICE BUILDING.659 Cash �Y\ ''tour HYANNIS,MASS.02601 Bond x CERTIFICATE OF USE AND OCCUPANCY Issued to John Shoemaker Address Lot #28, 54 Green Dunes Drive, West Hyannisport, MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. May 18, 90 Building Inspector N sw DECK 4 LOT 28 c" 32,986 SFt EXIST. DWELL PROPOSED EXISTING ADDITIONS SEPTIC FROM SEPTIC k ASBUILT CARD � h } 7.9 ii i JOB # 04-172 PLOT PLAN SHOWING A PROPOSED ADDITION FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION 54 GREEN DUNES DRIVE PEST HYANNISPORT, MA SCALE : 1" = 40' DATE : JUNE 4, 2004 PREPARED FOR: REFERENCE LOT 28 LCP` 15694-D ASSESSORS SAP 246 PARCEL 205 CHUCK and I HEREBY CERTIFY THAT THE STRUCTURE ANDREA �N SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. 2 off 508-362--4841 TIMOTHY fat 508 362-M 1 H. o COVELL down cape engineering, inc. v 38035 crvm ENGINEERS 1�--- — ———— ——— =- LAND SURVEYORS DATE REG. LAN " 939 main sL yarmouth, ma 02675 , i LOT 29. LOT " 30 226.07' � r Ir i i CONC. Z o FOUND. o ttn N LOT 28 32, 986 +/— SF W 221 92 r LOT 27 5 M , k_ — I ' # 89-293 CERTIFIED �P. LOT PLAN LOCATION . GREEN DUNES DR. HYANNI SPORT T . SCALE 1.L 46 �� , �, DATE : 12/29/B9 { Y PREPARED FOR +. PREFERENCE : .LOTS>284. °L"CP E15694-D I HEREBY.' CERTIFY THAT ``THE aSTRUCTURE BA YSIDE BUILDING CO g E SHOWN ON THIS PLAN IS .,LOCATED ON THE Y GROUND AS SHOWN HEREON. H Of �qs JOHN s� down cape engineering inc. o MCELWEE CIVIL ENGINEERS W -:LAND SURVEYORS 9 4 RTE 6A — YARMOUTH. MASS. DATE Oy EYOR PROJECT NAME: ADDRESS: PERMIT# 7 7 O� �.® / (o �" PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: X � SLOT Data entered in MAPS program on: �5�0 BY: q/wpfiles/archive tt� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ( Z i Map Parcel_ a Permit# S? o (e Health Division `��'3�`q�' '.�'�3� b o Date Issued - 1 - o Conservation Division �o � _/ Application Fee Tax Collector Permit-Fee Yt H). (o 2. Treasurer l Planning Dept. ` `" ' E 0MM OMIC SYSTEM Date Definitive Plan Approved by Planning Board UMMWT0.j..0OF MROOMS Historic-OKH Preservation/Hyannis Project Street Address 5`1 (�lrPPn uneS �)r1V e_, Village C e;n V&\J Owner&Xa C5 4 2m&eo, S auxon Address3b&Q, UoPb,aM mG . CD�qa Telephone —155I' -H3 - W5a Permit Re uest >n AOrMPA_S Square-feet: 1st floor: existingg)COd proposed_�)(� 2nd floor: existing h 00 proposed . Ole 5 Total new1065 Zoning District Flood Plain Groundwater Overlay Project Valuationo)OD 000. 00 Construction Type Lot Size •�tPCC re_ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure V5 Historic House: ❑Yes Vlo On Old King's Highway: ❑Yes ANo Basement Type: .Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing CZ new nQ 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: *es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage xisting ❑new sizeay�Q Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Wo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name s a PrAwn &rGPJ�0(1 Telephone Number I R I 9 3 I - �o 15a Address PIss 35 n P_ U _ i e_ License# 13p P&Cam mo, Home Improvement Contractor# 4 ev rw h Aa • 56e 3Ga-/66Worker's Compensation# ,ow Yom- ALL CONSTRUCTION DEBRIS RESULTINAPKIOM THIS PROJECT WILL BE TAKEN TO C�F� IJumps-� (SIGNATURE DATE an . 31 , 0005 ,. . FOR OFFICIAL USE ONLY NAEWR IT NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER . DATE OF INSPECTION: t FOUNDATION FRAME INSULATION ( C)fS2 FIREPLACE , ELECTRICAL: ROUGH FINAL i ✓�� PLUMBING: ROUGH FINAL GAS: ROUGH Q FINAL ill FINAL BUILDING c R' DATE CLOSED OUT 12 19 ASSOCIATION PLAN NO. 03 y I ` RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 o Alterations/Renovations 00 Building Permit Amendment $25.00 - Q' 20 1 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus frombelow(if applicable) 't ALTERATIONS/RENOVATIONS OF EXISTING SPACE /I 2-square feet x$64/sq.foot= � x.0041= `t 1 �•�2 plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground SwimtningPool $25.00 Relocation/Moving $150.00 (plus above if applicable) `7 (a � t Permit Fee Projcost Rev:063004 Town of Barnstable Df THE Tp� Regulatory Services :T.homas:F.-Geiler,Director Mass. 039. ,� -Building Division ArFp�p 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: Jo_n . 31, 00,05 JOB LOCATION: 5H Green ����PS ��• C��1 .(�Iu`I� number street village a "HOMEOWNER'ChQVIe5 I NAfeo• PerUefbC) 181 - H31 - (DI 5a name home phone# work phone# CURRENT MAUING ADDRESS: -5 city/town state zip code f i The current exemption for"homeowners']was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that.he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Ho owner I Approval of Building Official I Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control.. � HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor: On the last page of this issue is a form currently used by several towns. You may care t amend and adopt,such a form/certification for use in your community. Q:forms:homeexempt • I C i MAScheck COMPLIANCE REPORT .. Massachusetts Energy' Code I Permit # MAScheck Software Version 2.01 Release 3 I I Checked by/Date ' I I TITLE: additions and alterations CITY: Boston STATE: Massachusetts HDD: 5641 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-22-2004 DATE OF PLANS: 12-22-04 I PROJECT INFORMATION: Bergeron Residen 54 Green Dunes Drive West Hyannisport, MA COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 ! COMPLIANCE: Passes Maximum UA = 797 Your Home = 694 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------ CEILINGS 347 30.0 0.0 12 CEILINGS: Raised Truss j 3046 30. 0 0. 0 97 WALLS: Wood Frame, 16" O.C. 3401 19.0 0. 0 204 GLAZING: Windows or Doors 657 0.330 217 DOORS 21 0.300 6 FLOORS: Over Unconditioned Space 3363 19.0 0. 0 158 ------------------------------------------------------------ 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 requirements of the Massachusetts Energy Code. The heating load for th s building, and the cooling load if appropriate, has been determined usia the ap licable Standard Design Conditions found in the Code. The HVAC uipment selected to heat or cool the building shall be no greater tha 125% of t e design load as specified in Sections 760CMR 13' and J4 .4. Builder/Designer Date i i oF� r Town of Barnstable �o y.� Regulatory Services saEuvsrasr.a, Thomas F.Geiler,Director 9�A 1 : A`�� Building Division TED MP'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 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. --� Type of Work I A1n LX�CAP« Estimated Cost a �� -�rPe.n aJheS �r W �ablri�s(x�r� Address of Work:5H C Owner's Name: C�1Grles �C,drea �3erUe�ron Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 ❑Building not owner-occupied ROwnerpulling own permit ' Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR ARBITRATION OGW�GUA TY FUND ORKUNDERMGL E 142A. ACCESS TO THE ARBI SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as thef agent of the owner: Contractor Name Registration No. Date ' 05 OR Date Owner's ame Q:focros:homeaffidav The Commonwealth of Massachusetts -- Department of Industrial Accidents — 600'Washington Street s Boston,Mass. .02111 Workers'; Co ensation.Insurance Affidavit-General Businesses xmr PxcGev address :55 P�ne� N 111 fir. Mft/. �yp 2��h Qs� ' state Q zin phone#�Ol ' �lJ� — W work site location(full address)•... 4 6(om IUMS. br- W • �'Mcky\n�S PU'I J� ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑RestauranVB*fEating Establishment - working in any capacity. ❑ Office❑ Sal'es(including Real Estate,Antos etc.), ❑I am an em oyer with em�loyees(full& art time): ❑Other MEN M M/w/m/%%%%i I am an employer providing:workers' compensation for my employees working on this job. etiinpany neaies .1'1..`f�,�!� ��.�.;�•.. ��}~., '�.`�. � :��':. r` Ue �D • 'i. hone.#.::•° J e•' .0 � ;insuratice.co', •:;:.r .,,.. .(� i= �... •�,�..... ME I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company uai l .4. •tti`: .v .. e Jessd.aar , . . tib'one` .. ,r 1.. insurance co. -•.,:, ?;� ,! :'.. i; aaite�_ compeay n <• ; addiessi. city :p011'e'#5 = ci• •:..,..•.: >:,•: _'•:'>,•::::...i'._ ::...,:,- •.c,: -.:r..," IC. .4, n,. :�•a:.' '?'. :may: .4= insurenc_co: . O 1C. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fore of$100.00 a day against me. I understand that g copy of this statement maybe forwarded to the Office of Inveitigations of the DIA for coverage verification. I do hereby certify under thepains annd�penalties ofperjury that the information provided above is true and correct 7� Signature �� 6/ Date Print name 1' Phone# L4, • - 5 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office []Health Department contact person: -- phone#; ❑Other ' (revised Sept 2003) Information and Instructions , Massachusetts General Laws,chapter�152 section 25.requires all en&yers.to provide workers'compensation for'their.. employees: As quoted from the 'law", an employee is.defined as every person in the service'of another ender any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enferprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the.occupant of the.dwelling house of another who employs.peisons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building,aPP urtenant 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 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 of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill 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 Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department ofIndustrial Accidents. Should you have any questions regardingth6"'law"or if you are required to.obtain a.workeri"compensation policy,please call the Department at the number hsted.below. City or Towns , Please be sure that the affidavit is complete and.printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the permit/license number Which will b'e used as a reference number. The.affidavits maybe returned to the D arir e b mail or FAX unless other arrangements have been made. ep .y. 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 on of WNSU90988 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ezt:406 Town of Barnstable , Regulatory Services sr .$ Thomas F.Geller,Director Nam. Building Division TomPerrh Building Commissioner 200 Main Street, Ijymnis,MA 02601 wwyv.town.barnstable;ma.us Fax: 508-790-6230 Office: 508-862-403 8 Property Owner Must Complete and Sign This Section If Using A Builder r ,as Owner of the subject property hereby authorize;'. 1 to act on mybehalf; in all rratters relative to work authorized by this building permit application for: �y r 2ec1 �w es� (Address of Job} Signature of Owruer . Date Nat I'�ame Shaw A) Atw �Drw,.cr-S 5epem� pettiw'kplr-ea ly kaJ F l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C.) Parcel 5 Permit# '7 9 rn 0 Health Division aq v Z O� Date Issued "7)-7 Conservation Division 6 u k v Application Fee �® ' Tax Collector Permit Fee Treasurer / C'-_?TiC SYSTEM DUST BE Planning Dept. /N t::MI LED IN COMPLKNCE Date Definitive Plan Approved by Planning Board (Y— M- Th TITLE 5 CODE AND Historic-OKH Preservation/Hyannis TOE'1 REGUL LIONS Project Street Address _ 5 q CP en �A)D e5 b(N e, Village �v 1 I �. �NT� 1//�G Owner In ca (bacles� aPcnn Address 35 Pine . Lb4j tX'1.\IP_ Neel�IlaM �C1 Telephone -181 - L131 - L 15Q pa�(�ta, Permit Request L&:�bno �..i(lb 1.0-�P_Lor ( crp:�.(n_5 . �\3P&u) Coo n! i S( gnu �PKAU iar - rim }Cep ace c>C �n, W %\a i L) 0- CACU)s �X. --fin tna,_� Berson 1�1h�C111)5 S(arnP 512e- (is QPPAed �&,,,L 6Pr,\�_ 64�6 rv%t(L.tlae. Square feet: 1st floor: existing Qb(�b proposed 2nd floor: existing proposed Total new(oo ) Zoning District Flood Plain Groundwater Overlay Project ValuationaSD,MO . CO Construction Type Lot Size o 0 Cie_ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 5 Historic House: ❑Yes ANo On Old King's Highway: ❑Yes KNo , Basement Type: W Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) .7000 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 (/9 Heat Type and Fuel: Gas ❑Oil ❑ Electric Cl Other Central Air: (Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garagO*xisting ❑new sizeaNxQ Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes *0 If yes,site plan review# Current Use Proposed Use /'A/ L1� c c�i�A ��. .��s r�l /kd .4 12— `N6 I BUILDER INFORMATION Name (6 P N a � ccr e 5 &nip rD(A Telephone Number - H 3 l - (o I Address a5 E!ae- License# UePMAam R-VA naL4a a Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO (SIGNATURE 41021_ `'`" DATE __ Mric g Q06LI FOR OFFICIAL USE ONLY Ili� PERMIT NO. t �; F r J 13ATE ISSUED AP/PARCEL NO. 1 - ADDRESS - VILLAGE OWNER DATE OF INSPECTION: ' e FOUNDATION FRAME ,k INSULATION !�_ t�� 2— /cf — 5 ` FIREPLACE f r ELECTRICAL: ROUGH FINAL 4 ` r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL l FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. _g ` . I .I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00. Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot,= x.0031= plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot x.0031= plus from below. (if applicable) i GARAGES(attached&detached) 1. 72.E square feet x$32/sq�ft.= x.0031= `�l ��Z ACCESSORY STRUCTURE>120 sq.ft. 3 g� >120 sf-500 sf 135.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new budding permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= :36• DD (number) /c x$25.00 (nimber) • Inground Swimming Pool $�0.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 ���•�-� (plus above if applicable) , Ssai& Residence Beam 131 Design Critiria Supported Area (s.f.) 357.00 Design Load (Ibs./s.f.) 50.00 Point load @ mid span (Ibs.) 0.00 Beam length (ft.) 29.00• Forces W + P, total load (Ibs.) 17,850.00 w, uniform load (Ibs./I.f.) 615.52 M, moment (lb.-ft.) 64,706.25 Steel Values Fb, fiber stress, bending (lbs.An.2) 24,000.00 Fv, horizontal shear (Ibs./in.2) 14,400.00 E, modulus of elasticity (Ibs./in.2) 29,000,000.00 Calculations I, moment of inertia (in.4) 385.00 A, cross sectional area (in.2) 11.20 Required Sx, section modulus ('in.3) 32.35 REQUIRED ACTUAL RESULT A, deflection (in.) 1/180<= 1.93 0.88 PASS A, deflection (in.) 1/240<= 1.45 0.88 PASS A, deflection (in.) 1/360<= 0.97 0.88 PASS Fv, horizontal shear (Ibs/in2.) <= 14,400.00 531.25 PASS DANIEL E. ® � BRAMAN STRUCSTU�SL `L i i oFINE r� Town of Barnstable Regulatory Services • sAnrvsrABM : Thomas F.Geiler,Director MASS. ��ArEO.19. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Officer 508-862-403$ - Fax:.508-790-6230 HOMEOWNER LICENSE EXEMPTION p Please Print DATE:_ V une 1 JOB.LOCAT.ON:5�-1 C re e-n Uon es UrnQ oe4 �Il:, alnnks Pcx+ number street J village"HOMEOWNER!':Pn&2(a Charles &rgPXU`Cl 1{31 - to l 5a name " home phone# work phone# CURRENT MAaJNG ADDRESS:_35 PI njz� t k t� Ur _- Ne-e V71a a(AGa city/town state zip code I The current exemption for"homeowners"was,extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which`he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in`a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The.undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require ' Signature of Home ;�� er j Approval of Building Official Note: Three-family dwellings contauiing 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 exempvfrom the provisions of.this section(Section 109.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(O for hire to do such work,that such Homeowner shall act as supervisor:" Manyhomeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. - - To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. j Q:forms:homeexempt i The Commonwealth of Massachusetts —' .Department of Industrial Accidents - waOIANV~M _ • 600 Washington Street - Boston,Mass. 02111 Workers' Co a ensation Insurance Affidavit-General Businesses r.- �' �vY.�4e��w3+:dr••�{''}'•�e�C.�I.�1Cl� •' .. .au'.ani'nl name: C- C, rpm address: city state: �1Q ziA:D�LAGo� vhone �3 L ' l0� rJoZ work site location(full address)•5y- 6teel—I t)Uh e-S ty '-a, e4 V6( !s aict 1 ❑ I am a sole proprietor and have no one Business Types ❑Retail❑,Restaur v 4/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estates Autos etc.) ❑I am an employer with em to es(full& art time.: ❑Other I am an employer providing workers' compensation for my employees working on this job. F cotnpany]Iame� City.. tihone. o c: insiirance.cu ' 1 # I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: COmpa11V name' .' ..: . . address:. - city' phone'#. Tnsuran ; •C cis co. ' /%/%�%%/O/i a ewe• address: .phone:# olio. "r'� V 111Sll1'$11Cp'So' //. %i. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that$L one years Imprisonmentp g copy of this statement maybe forwarded to the Office of Investigations of the.DIA for coverage verification .1 do hereby certify under thepains andpenalties ofperjury that the information provided above is true and correct Signature '/ Date �.n _s?oOL4 Phone# official use only do not write in this area to be completed by city or town official city or town:' permittlicense# �Buflding Department, ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other. y i' (revised Sept 2003) Information and Instructions Massachusetts General Laws chapter 152 section 25.requires all employers to provide workers' compensation for their. employees. As quoted from the hlaw'; an employee is.defined as every person in the service of another under any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in ajoint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the.occupant,of the dwelling house of another who employs.persons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer: MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill 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 Department of Industrial Accidents for confiunation of insurance coverage. Also be sure to.sign and date the affidavit. The affidavit should be returned to the city,or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a-workers' compensation policy,please call the Department at the number listed below. . City or Towns . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. 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 Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents WIN of Wissugatfens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 Town of Barnstable of E roky o� Regulatory Servzces Thomas F.Geller,Director _ va 'S& Bujiding Division ��lFo Mk Tom Perry,Building Cornntissloner } - 200 Main Street, Hyannis,MA 02601 . Fax: 508-790-6230 Office: 508-862-4038 ermit no _... Data R � AI�''b'IDAVfiT - SOME IMPROVEMENT CONTRACTOR LAW y= Ns _ SUPPLFWNT-TO PERz&T AP7'LICATIO v _m con ersio a v ;. - u�res.that the"reconstruction,Utezations,renovation,repair,moderntza on, tIv1GL c.I t2A req y p _ e p ' rovemen removal;.demolitzon�or construch'o foot dvielling ua�ts o=fo structur s*bid are adjacent f g contaiaug atleast one but not more i _ . ._ p. _ aloe wrth other be done byreglstered contractozs;with certain exce Lions,_-Y g such residence or building µ - - requirement,. �UCi d�S Estimated Cost:D50°U00 _._Type ofWork ��d��� � �e Address of r Date of Application: l►'� _ ... .. _ sty that: I hereby ce .. ed far the following Iea50 n(s): gistration is not regwr L' []Work excluded by law - []16b Under$1,000 _ a Odin = ' gnoto -wn o eI e 't az pig own perrm • — ---- Notice-is hereby_given that: O PEST OR DEALING WITH UNREGISTERED _e OWNERS PULLING THE CTORB FQR�p�CABLE HOME�ROYEMENT WORKDO NOT HA.vE,, --- z _. :.CONT ITRATION:PRO GRAM OR GUARANTY k'UND UNDER MGL c.142A. ACCESS TO THE AItE SIGNED UNDERPRNALTIES OF PERJUP I hereby apply fora permit as the agent of the oyrtler: �URe 8 a�U., Registrationllo. Contractor Name . Date OR /� Ownez s Name °FSHE roiM Town of Barnstable Regulatory Services 7BLE,$ Thomas F.Geller,Director 9 s639. Building Division V OTED MA'I a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property to act on my behalf, hereby authorize in all matters relative to work authorized by this building permit application for. 5A -" (Address of Job) Signature Owner Date Print Name Q:FORMS:OWNEUERMISSION _. 6� r r Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version3.4 Release 1 Data filename:Bergeron.mck TITLE: Garage/Kitchen Addition CITY:Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 05/24/04 DATE OF PLANS: 1/20/04 PROJECT INFORMATION: . Chuck and Andrea Bergeron 54 Green Dunes Drive West Hyannisport,MA COMPANY INFORMATION: Kenneth Sadler Associates P.O.Box 1149 Hyannis,MA 0260L 508.790.3922 CS#039020 NOTES: Calculations are for added living space only COMPLIANCE: Passes Maximum UA= 115 Your Home=99 13.9%Better Than Code 'Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling is Flat Ceiling or Scissor Truss 611 38.0 2.0 17 Wall 1: Wood Frame, 16"o.c. 88 21.0 0.0 4 Window 1:Wood Frame:Double Pane with Low-E 16 0.310 5 Door 1: Glass 9 0.140 1 Wall 2:Wood Frame, 16"o.c. 386 21.0 0.0 16 Window 2:Wood Frame:Double Pane with Low-E 58 0.310 18 ,Y �s Door 2: Glass 24 0.310 7 Door 3: Solid 20 0.130 3 Wall 3:Wood Frame, 16"o.c. 81 21.0 0.0 3 Window 3:Wood Frame:Double Pane with Low-E 6 0.310 2 Door 4: Solid 20 0.160 3 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 611 30.0 0.0 20 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 3.4 Release 1 and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The NVAC equipment selected to heat or cool the building shall he no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. tt Builder/Designer��� � r� h'- J�-.�1 Dates '� '��' 't MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3:4 Release 1 DATE: 05/24/04 =E: Garage/Kitchen Addition Bldg. I I Dept. I Use I I I � I Ceilings: [ ] 1 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity+R-2.0 continuous insulation I Comments: I Above-Grade Walls: j [ ] 1 1. Wall 1: Wood Frame, 16"o.c`.,R-21.0 cavity insulation I Comments: [ ] 1 2. Wall 2: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: i [ ] 1 3. Wall 3: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: I Doors: [ ] 1 1. Door 3: Solid,U-factor: 0.130 I Comments: [ ] 1 2. Door 4: Solid,U-factor: 0.16 1 Comments: I Floors: [ ] 1 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation I Comments: I Air Leakage: i ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: 1 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I 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 I L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture I 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 I Materials Identification: [ ] I 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 I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. ! I .s v I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside I conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation I instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide.a means for balancing air and water systems. - I I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I I Heating and Cooling' Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as I specified in Sections 780CMR 1310 and MA I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55'F must be insulated to the I levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulatine Mains and Runouts Temperature(F1 UI)to 1„ Up,to 1.25" 1.5"to 2.011 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 OS 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 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 � �-; ���n�%s , t �s� �1�� �iQ`�S a� Dh �e� ����"��C�a��.1,��-c e 4- ( � _ � .. �. '_ rl • � I i I I Daniel E. Braman, P.E. Cl�c1G►L F.�t ���QE�.1• 189 Harbor Point Rd . Cumin j" MA 0XV-6W ��t�4ERo.a1 �SGD�NG�'c. 5taas,4 o.JNEs Dp-w ��..nJGCT:. 2804� 4 G- 46r: a.1E"Ctl +a7l.�t� �Ss oft Ls►.-C�5 t�E S t�r► a����Z.t�CTy R tw ��[��C. ���A►rt S t,_.p�t7�tJ C4_♦ �L C�i�Q..�.. !V��... � ��Q g �a t.i.`. o �� �. • (1�iCl. C(,�•J ins� i��Mtc.`i R.'�y tt d GEt(.t(,1 �•t-• �Des�'•y L.L.. ?.o�g� wo .L.^ t5 K-c 4 p IL. 4U `d X 1 v������� of a� DANIEL E. a S BRA AN ® 1STRUCTJRAL -41 N� 6 �a -.__..._. . QIST r' F1r1.{ O o7p�iJ < <C, O O.L. h Ito f tto - TQ.��• TaLdo�.,.. L15G �o.S F t.oo{� o�1tc R- tG S �!-�. c.it•l..' o�ctca.�= Ilk . 2O C-'ttoK (Z arm 5 -sy' to'S rat vsArt.�- SP1..a c 135 -t cl d A U k �j 0 C'S�'►1�w�ecg undcr�r loads . �� ah,.3 dckctit�s� 1s�ac�s or' "t RAMSBEAM V2. 0 - Gravity Beam Design ... Licensed to: Dan Braman, P.E. ' sob: Bergeron- Res. Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlIX19 Fy = 36. 0 ksi Total Beam Length (ft) = 14 . 50 Top Flange Braced By Decking LOADS: Self Weight = 0 . 019 k/ft Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 14 . 50 0. 135 0. 135 0. 000 0. 000 0. 270 0. 270 SHEAR: Max V (kips) = 3. 07 fv (ksi) = 1 .20 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-' ft ft ft fb Fb fb Fb Center Max + 11..1 7 . 3 0 . 0 1. 00 7 . 11 24 . 00 7 . 11 24 . 00 Controlling 11. 1 7 . 3 0. 0 1 . 00 7 . 11 24 . 00 --- --- REACTIONS (kips) : Left . Right DL reaction 1. 12 1. 12 Max + LL reaction 1. 96 1. 96 Max + total reaction 3. 07 3. 07 DEFLECTIONS: Dead load (in) at 7 .25 ft = -0 . 055 L/D = 3170 Live load (in) at 7 . 25 ft = -0 . 056 L/D = 1809 Total load (in) at 7 .25 ft = -0 . 151 L/D = 1152 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. '-gob: Bergeron Res. Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlOX30 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 030 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 10. 75 1. 12 0. 00 1 . 96 Yes Yes 6. 00 2 . 41 0 . 00 3. 15 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 - Pre DL2 LL1 LL2 0. 00 -16. 00 0. 158 0. 158 0 . 000 0 . 000 0. 420 0. 420 SHEAR: Max V (kips) = 9. 35 fv (ksi) ' = 2 . 98 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 45. 2 6. 2 0. 0 1. 00 16. 74 24 . 00 16. 74 24 . 00 Controlling 45. 2 6. 2 0. 0 1. 00 16. 74 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 38 3. 16 Max + LL reaction 5. 97 5. 86 Max + total reaction 9. 35 9. 02 DEFLECTIONS: Dead load (in) at 7 . 84 ft = -0. 151• L/D. = 1275 Live load (in) at 7 . 92 ft = -0 .261 L/D = 735 Total load (in) at 7 . 92 ft = -0 . 412 L/D = 466 I I . MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit ## I MAScheck Software Version 2.01 Release 3 I ! I I Checked by/Date I I I TITLE: additions and alterations CITY: Boston STATE: Massachusetts HDD: 5641 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-22-2004 DATE OF PLANS: 12-22-04 PROJECT INFORMATION: Bergeron Residen 54 Green Dunes Drive West Hyannisport, MA COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA = 797 Your Home = 694 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 347 30.0 0.0 12 CEILINGS: Raised Truss 3046 30.0 0.0 97 WALLS: Wood Frame; 16" O.C. ' 3401 19.0 0.0 204 GLAZING: Windows or Doors 657 0.330 217 DOORS 21 0.300 6 FLOORS: Over Unconditioned Space 3363 19.0 0.0 158 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit ,applcation. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for th building, and the cooling load if appropriate, . has been determined usi the ap licable Standard Design Conditions found in the Code. The HVAC uipment selected to heat or cool the building shall be no greater tha 125% of t e design load as specified in Sections .780CMR 13 an J .4. Builder/Designer . Date THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Dis oral System Constructed ( ) Repaired ( ) Upgraded ( v) Abandoned( )by �(.,�fY1. � �(� at.- tN , U1 P5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _CO— -3k`1 dated —c Installer_W M. �, , 1 ���L �y�6 Designer 'Y � �irG y2L�' The issuance of this permit shall not be construed as a guarantee that the syst i 1 f�in�tion as si ned.`� 3_ Date_ u Inspector C� Town of Barnstable Regulatory Services 1 1 Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 office: 508-862-4644 Fax: 508-790.6304 Insta er & Designer Certification ForM Date: Designer: V.J1,k L 6,t hl�`R Installer: V✓G 11' 'Vl �,��� ��� L 5 Address: Address. �A(Z�11 C�l�i �'s A a2 675 n 1 SAY I On 1? Gras issu a permit to install a (date) (installer) septic system at S �O bo-�a based on a design drawn by dress) _ (_i(�✓"�.�. 0 1 a, dated � wl (designer) p� J I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, I certify that the septic system referenced above was installed with major changes (i.e. — greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF h1gS q S AR N E �yGN er s Srgna o H. OJALA k !�0 'cFsS\0� (Designer's : ) (A � tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC TH DIVISION. CERTIFICATE OF COMPLIANCE I�UL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUQLT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK XO1. Q:Heahh/SepticJDesiper Certificsfion Form INVERT,ELEVATIONS �, PIPE NEAR HSE 33.74 TANK IN 33.24 TANK OUT 32.94 D—BOX 1N 31.96 D—BOX OUT 31.65 S.A.S. IN 29.28 226 0� 1500 GAL. SEPTIC TANK EDGE OF STONE LOT 28 w — � 32,986 SFt w � l VENT PIPE 1 J 5 LEACH , CHAMBERS JOB # -04-172 AS BUILT SEPTIC SYSTEM PLAN PREPARED FOR: LOCATION 54 GREEN DUNES DRIVE WEST HYANNIS PORT, MASS, CHUCK AND ANDREA SCALE : f " = 30',,<DATE ': .y AUGUST 3, 2004 BER GE.R ON ' W H OF'ygS P�ZN OF S off. 508-362-4541 �� Sq �� s fax 508-362-9880 ARNE �yGN o� ARNE H down cape engineering, inc. o H. oJALA OJAL_A Cl CIVIL ENGINEERS No, 6348 N 92 e LAND SURVEYORS: hoc lt� 939 main st. yogimouth, ma 02675 ; 'DATE , E H. AL S., P.E., 5L�. N °� G'S Q V(� Daniel89 Harbor Point M f 4 N N 15 p o Q.:-� Cummaquid, MA 02637-Ml W �t�.�--�l�c�L.- �J G a..�5"t'e� r-.l �ll.a►Gc T � l R'l O L�- lo - t�- c� CJ CERG. Ip �� �.�� d�.•�a.�`s, lc,a.c�s o� ci t,W.'L,&s l cv�s ERA N S't1 U R L 90.eata9 a 4 c7�'AyaHtk� ® //- -v C :i--j Lic_ensed to: Dan Braman, P.E. Job: 54 Green Dunes Drive, Hyapt. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X16 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 016 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 00 0 . 135 0 . 135 0 . 000 0 . 000 0 . 000 0 . 000 SHEAR: Max V (kips) = 1 . 81 fv (ksi) = 0 . 69 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Max + 10 : 9 12 . 0 0. 0 1 . 00 7 . 63 24 . 00 7 . 6.3 24 . 0( Controlling 10 . 9 12 . 0 0 . 0 1 . 00 7 . 63 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 81 1 . 81 Max + total reaction 1 . 81 1 . 81 DEFLECTIONS : Dead load (in) at 12 . 00 ft = -0 . 377 L/D = 763 Live load (in) at 12 . 00 ft = 0 . 000 Total load (in) at 12. 00 ft = -0. 377 L/D = 763 j� Daniel E. Braman, P.E. 5 R 1, P:a ES 8/EZ�l7(^ 189 Harbor Point Rd. is go Cummaquid, MA 02637-0361 w . t L.t-�•{�..cEL.. F-`1 E c"--�sTz w�.� .� ►� x� v �3 � �� w c .,L. o -�P� DANIEL E. BRAWN 3TRUOTL"" RL If jr-.Lic:ensed to: Dan Braman, P.E. Job: 54 Green Dunes Drive, Hyapt. Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X16 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 016 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0 . 135 0 . 135 0 . 000 0 . 000 0. 000 0 . 000 SHEAR: Max V (kips) = 1 . 81 fv (ksi) = 0 . 69 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Max + 10 . 9 12 . 0 0 . 0 1. 00 7 . 63 24 . 00 7 . 6.3 24 . 0( Controlling 10 . 9 12 . 0 0 . 0 1 . 00 7 . 63 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 81 1 . 81 Max + total reaction 1. 81 1 . 81 DEFLECTIONS : Dead load (in) at 12 . 00 ft = -0 . 377 L/D = 763 Live load (in) at 12 . 00 ft = 0 . 000 Total load (in) at 12 . 00 ft = -0 . 377 L/D = 763 i ' Daniel E. Braman, P.E. 189 Harbor Point Rd. Cummaquid, MA 02637-0361 �YA.tJtJIs9 AT 5`1--- QcJ. a �ri C5 0a+' 'I Ib 9 - --3 It"�-- Cla g� VV A. c..V 05 (st®R7 V2, 115 s C. L,.- s . -4t)ex.iA W t tC-° lZ I Its lG`S l���-��c rv� �cy a.c� � �- ��.c..�' tcj �.�•4- 1�a�8-4- l��c, `� t2o t t2.0 -4- Z4 0 t�b� 9,t c..1..�' CG. DANIEL E. BRA -AN ��^S^o 2 c)' cam, ®,L„,a. �g �c, "� -F t�j v2� cd� �3aa� g.pS�Q . �65 u.9 t o K �o ISO f- ..t 2-0 a- 4 PL-OS 'C)o94,vl:Q-- 0.4 (ZcapR t.vo,L, O , 4- t5x G��3 c5,4r Ice �g-2 ►-� 4wy { �p�c�5 0�' ►tn�.s stony d t' V-- „� ass via t x 4-6 -6,d Licensed to: Dan Braman, P. E. Job: 54 Green Dunes Drive, Hyapt Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlOX45 Fy = 36. 0 ksi I Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 045 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 11 . 00 2 . 88 0 . 00 5 . 12 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 11 . 00 16. 00 0 . 105 0 . 105 0 . 000 0 . 000 0 . 280 0 . 280 0 . 00 11. 00 0 . 480 0 . 480 0 . 000 0 . 000 0 . 960 0 . 960 SHEAR: Max V (kips) = 13 . 56 fv (ksi) = 3 . 84 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 61 . 9 9. 1 0 . 0 1. 00 15. 12 24 . 00 15. 12 24 . 00 Controlling 61 . 9 9. 1 0 . 0 1 . 00 15. 12 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 81 4 . 60 Max + LL reaction 8 . 75 8 . 33 Max + total reaction 13 . 56 12 . 93 DEFLECTIONS: Dead load (in) at 8 . 16 ft = -0 . 139 L/D = 1381 Live load (in) at 8 . 16 ft = -0 . 252 L/D = 762 Total load (in) at 8 . 16 ft = -0 . 391 L/D = 491 R-AMSBEAM V2 . 0 - Gravity team uesiyn Licensed to: Dan Braman, P.E. ' Job-54 Green Dunes Dr. Hyapt Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X30 Fy = 36. 0 ksi 2, Total Beam Length (ft) = 20 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 030 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 20. 00 0 . 405 0 . 405 0. 000 0 . 000 0. 600 0 . 600 SHEAR: Max V (kips) = 10. 35 fv (ksi) = 3 . 30 Fv 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 51. 8 10. 0 0. 0 1. 00 19. 17 24 . 00 19. 17 2'4 . 00 Controlling 51. 8 10 . 0 0 . 0 1 . 00 19. 17 24 . 00 --- REACTIONS (kips) : Left . Right DL reaction 4 . 35 4 . 35 Max + LL reaction 6. 00 6. 00 Max + total reaction 10 . 35 10 . 35 DEFLECTIONS : Dead load (in) at 10 . 00 ft = -0 . 318 L/D = 755 Live load (in) at • 10. 00 ft = -0. 438 L/D = 548 Total load (in) a't 10. 00' ft = -0 . 756 L/D 318 F Licensed to: Dan Braman, P.E. Steel Code: AISC 9th Ed. " "Job': 54 Green Dunes Dr. Hyapt SPAN INFORMATION: Beam Size (User Selected) = W14X48 Fy = 36. 0 ksi 3 Total Beam Length (ft) = 28 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 048 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 - LL1 LL2 0. 00 28 . 00 0 . 494 0 . 494 0 . 000 0 . 000 0 . 796 0 . 796 SHEAR: Max V (kips) = 18 . 73 fv (ksi) = 4 . 00 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 131. 1 14. 0 0. 0 1. 00 22 . 38 24 . 00 22. 38 24. 00 Controlling 131. 1 14 . 0 0 . 0 1. 00 22. 38 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 7 . 59 7 . 59 Max + LL reaction 11. 14 11 . 14 Max + total reaction 18 . 73 18 . 73 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 14 . 00 ft = -0 . 533 L/D = 630 Live load (in) at 14 . 00 ft = -0. 783 L/D = 429 Total load (in) at, 14 . 00 ft = -1. 316 L/D = 255 Daniel E. Braman, P.E. 189 Harbor Point Rd. Q Q PL:T Cumnwgai4 MA 02637-0361 PRo.1GGT : t`t1C4 C5 Dad ri lb 4�- S��T� t�Qt rjc� hook CsTo� , -FO' ca x -VA 43 R.C'Ov %W IF '� t �trp�p-- 77 l 14V1 ctiC).Cs �' WO.t_.�'' (5$-E5 J8- 15)1 8a+ (6z t2,=,. t Zq-o = C,C)x 8 A-*-*>c-n- * Cp of PJ., C.vAG �,aaca.C� al .t.. tgx.BAa t Cj f, �•K q 4.o, Zo -, 21 0 4 Llse o yC 4 .5 DAMIEL E. RRAT1AN Y �p *Zoo" 07 t a,2= A-3 a a= 4.4 p Q c o K o VQ Y-tZ l2C) all P wS 0 o p4t,LQ- 0.4 (Zcx=.R t-c>.&C t-c�.4 ��` r . .AA-A_.. 0 .4X 3 o = Cp $ ct�rn►.a.,�stoAS Liss v t 4r x . 'L� censed to: Dan Braman, P.E. Job: 54 Green Dunes Drive, Hyapt Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlOX45 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 045 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 11 . 00 2 . 88 0 . 00 5. 12 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 11. 00 16. 00 0 . 105 0 . 105 0. 000 0 . 000 0 . 280 0 . 280 0 . 00 11 . 00 0. 480 0 . 480 0 . 000 0 . 000 0 . 960 0 . 960 SHEAR: Max V (kips) = 13 . 56 fv (ksi) = 3 . 84 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 61 . 9 9. 1 0. 0 1. 00 15. 12 24 . 00 15 . 12 24 . 00 Controlling 61. 9 9. 1 0. 0 1 . 00 15. 12 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 81 4 . 60 Max + LL reaction 8 . 75 8 . 33 Max + total reaction 13. 56 12 . 93 DEFLECTIONS: Dead load (in) at 8 . 16 ft = -0 . 139 L/D = 1381 Live load (in) at 8 . 16 ft = -0 . 252 L/D = 762 Total load (in) at 8 . 16 ft = -0 . 391 L/D = 491 RAMSBEAM V2 . 0 - Gravity team uesiyii Licensed to: Dan Braman, P.E. Job: •-54 Green Dunes Dr. Hyapt Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X30 Fy = 36. 0 ksi 421 Total Beam Length (ft) = 20 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 030 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 20 . 00 0. 405 0. 405 0. 000 0 . 000 0. 600 0 . 600 SHEAR: Max V (kips) = 10. 35 fv (ksi) = 3. 30 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 51. 8 10 . 0 0. 0 1. 00 19. 17 24 . 00 19. 17 2'4 . 00 Controlling 51. 8 10 . 0 0 . 0 1 . 00 19. 17 24 . 00 --- --- REACTIONS (kips) : Left Right, DL reaction 4 . 35 4 . 35 Max + LL reaction 6. 00 6. 00 Max + total reaction 10 . 35 10 . 35 DEFLECTIONS: Dead load (in) at . 10. 00 ft = -0. 318 L/D = 755 Live load (in) at 10 . 00 ft = -0. 438 L/D = 548 Total load (in) at 10 . 00 ft = -0 . 756 L/D = 318 ►Licensed to: Dan Braman, P.E. Steel Code: AISC 9th Ed. " Job:• 54 Green Dunes Dr. Hyapt SPAN INFORMATION: Beam Size (User Selected) = W14X48 Fy = 36. 0 ksi 3 Total Beam Length (ft) = 28 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 048 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 28 . 00 0 . 494 0. 494 0. 000 0 . 000 0 . 796 0.796 SHEAR: Max V (kips) 18 . 73 fv (ksi) = 4 . 00 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 131. 1 14 . 0 0. 0 1. 00 22. 38 24 . 00 22. 38 24 . 00 Controlling 131. 1 14 . 0 0. 0 1. 00 22. 38 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 7 . 59 7 . 59 Max + LL reaction 11 . 14 11 . 14 Max + total reaction 18 . 73 18 . 73 DEFLECTIONS: (Camber= 1/2) Dead load (in) at 14 . 00 ft = -0 . 533 L/D = 630 Live load (in) at 14 . 00 ft = -0. 783 L/D = 429 Total load (in) at 14 . 00 ft = -1. 316 L/D = 255 4" (::�ajz 6 k_3 v t.� 2 t Daniel E. Braman, P.E. A.L) 189 Harbor Point Rd. Cummaquid MA 02637-0361 t5 L-L.A4,C>r YA- 4 UAJ ��,a►..i s ,®ea� s. c7�®5 eta,e�i-; 'lam c.�l c..t�'� t�' I r '► u t4 V,=>a M FQ (24'F R,o spy" 'z q 4141 (4 GLL DANIEL E. BRAMAN ® STRUCTURAL No.365 P� (.l 5ral VI) o G ,�- 2 L ca j �•Co` �c��F "E `5e 4- w v tom. 3 G,-© 2 cis a q.'L 4..n vj S -�- G c>,�•6,�;. C�Imp {��Gi�-1, � �'"'� (� t ..>L d L... ar d� •st�s�,� U s Vv Es 19 KL-HMbbL1qM VL . 0 - vravlCy neaiu ueslyii Licensed to: Dan Braman, P. E. Job:' 54 Green DuDrive, Hyannisport Steel Code: AISC 9th Ed. a SPAN INFORMATION: Beam Size (User Selected) = W14X43.. Fy = 36 .0 ksi Total Beam Length (ft) = 29 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 043 k/ft Line Loads {k/ft) : Distl D�ist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 29 . 00 0 . 300 0 . 300 0 . 000 0 . 000 0 . 600 0 . 600 SHEAR: Max V (kips) = 13 . 67 fv' (ksi) = 3 . 28 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp- Flange kip-ft ft ft fb Fb fb Fb Center Max + 99 . 1 14 : 5 0 . 0 1 . 00 18 . 97 24 . 00 18 . 97 24 . 00 Controlling 99 . 1 14 . 5 .0 . 0 1 . 00 18 . 97 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 97 4 . 97 Max + LL reaction 8 . 70 8 . 70 Max + total reaction 13 . 67 13 . 67 DEFLECTIONS: Dead load (in) at 14 . 50 ft = -0 . 440 L/D = 792 Live load (in) at 14 . 50 ft = -0 . 769 L/D = _ 452 Total load (in) at 14 . 50 ft = -1 . 209 L/D = 288 KHMJtir;!-M VL . 0 �,ravluy nedia LJCb-Lyil i Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive, Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION : Beam Size (User Selected) = W16X40 Fy = 36. 0 ksi Total Beam Length (ft) = 29 . 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LLl LL2 0 . 00 29 . 00 0 . 300 0 . 300 0 . 000 0 . 000 0 . 600 0 . 600 SHEAR: Max V (kips) = 13 . 63 fv (ksi) = 2 . 79 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 98 . 8 14 . 5 0 . 0 1 . 00 18 . 33 24 . 00 18 . 33 24 . 00 Controlling 98 . 8 14 . 5 0 . 0 1 . 00 18 . 33 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 93 4 . 93 Max + LL reaction 8 . 70 8 . 70 Max + total reaction 13 . 63 13 . 63 DEFLECTIONS: Dead load (in) at 14 . 50 ft = -0 . 360 L/D = 966 Live load (in) at 14.. 50 ft = -0 . 636 L/D = 547. Total load (in) at 14 . 50 - ft = -0 . 996 . L/D = 349 F Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive, Hyannisport Steel Code : RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X26 Fy = 36. 0 ksi Total Beam Length (ft) = 29 . 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 29 . 00 0 . 210 0 . 210 0 . 000 0 . 000 0 . 180 0 . 180 SHEAR: Max V (kips) = 6. 03 fv (ksi) = 1 . 70 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 43 . 7 14 . 5 0 . 0 1 . 00 14 . 87 24 . 00 14 . 87 24 . 00 Controlling 43 . 7 14 . 5 0 . 0 1 . 00 14 . 87 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 42 3 . 42 Max + LL reaction 2 . 61 2 . 61 Max + total reaction 6 . 03 6. 03 DEFLECTIONS : (Camber = 1/2) Dead load (in) at 14 . 50 ft ` = -0 . 529 L/D = 658 Live load (in) at 14 . 50 ft = -0 . 403 L/D = 863 Total load (in) at 14 . 50 ft = -0 . 932 L/D = 373 J 1 . RAMSBEAM V2 . 0 - Gravity beam uesign Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive, Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 29 . 00 C?-) Top Flange Braced By Decking LOADS: Self Weight = 0 . 026 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DLl Pre DL2 LLl LL2 0 . 00 29 . 00 0 . 210 0 . 210 0 . 000 0 . 000 0 . 180 0 . 180 SHEAR: Max V (kips) = 6. 03 fv (ksi) = 1 . 54 Fv = 14 . 40 MOMENTS: Span Cond • Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 43 . 7 14 . 5 0 . 0 1 . 00 13 . 67 24 . 00 13 . 67 24 . 00 Controlling 43 . 7 14 . 5 0 . 0 1 . 00 13 . 67 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 42 3 . 42 Max + LL reaction 2 . 61 2 . 61 Max + total reaction 6 . 03 6. 03 DEFLECTIONS: Dead load (in) at 14 . 50 ft = -0 . 430 L/D = 808 Live load (in) at 14 . 50 ft = -0 . 328 L/D = 1060 Total load (in) at 14 . 50 ft = -0 . 759 L/D = 459 RAMSBEAM VL . 0 - vravity beam ueslyn Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive, Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION : Beam Size (User Selected) = W8X13 Fy = 36. O ksi Total Beam Length (ft) = 13 . 00 G) Top Flange Braced By Decking LOADS: Self Weight = 0 . 013 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 13 . 00 0 . 180 0 . 180 0 . 000 0 . 000 0 . 360 0 . 360 SHEAR: Max V (kips) = 3 . 59 fv (ksi) = 1 . 96 , Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb' Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 11 . 7 6. 5 0 . 0 1 . 0.0 14 . 15 24 . 00 14 . 15 24 . 00 Controlling 11 . 7 6. 5 0 . 0 1 . 00 14 . 15 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 25. 1. 25 Max + LL reaction 2. 34 2 . 34 Max + total reaction 3.. 59 3 . 59 DEFLECTIONS : Dead load (in) at 6. 50 ft = -0 . 108 L/D = 1444 Live load (in) at 6. 50 ft = -0 . 201 L/D = 774 Total load (in) at 6. 50 ft = -0 . 309 L/D = 504 KAMbbt2gm VZ . 0 - �raViL-y nealu Ue51y11 Licensed to: Dan Braman, P.E. Job. 54 Green DuDrive, Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X12 Fy = 36. 0 ksi Total Beam Length (ft) = 13 . 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 012 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 13 . 00 0 . 180 0 . 180 0 . 000 0 . 000 0 . 360 0 . 360 SHEAR: Max V (kips) = 3 . 59 fv (ksi) = 1 . 91 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft , fb Fb fb Fb Center Max + 11 . 7 6 . 5 0 . 0 1 . 00 12 . 84 24 . 00 12 . 84 24 . 00 Controlling 11 . 7 6 . 5 0 . 0 1 . 00 12 . 84 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 25 1 . 25 Max + LL reaction 2 . 34 2 . 34 . Max + total reaction 3 . 59 3 . 59 DEFLECTIONS : Dead load (in) at 6. 50 ft = -0 . 079 L/D = 1972 Live load (in) at 6. 50 ft = -0 . 148 L/D = 1052 Total load (in) at 6. 50 ft = -0 . 227 L/D = 686 RAMSBEAM V2 . 0 - Gravity beam uesign Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION : Beam Size (User Selected) = W12X45 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 50 Top Flange Braced By Decking LOADS : Self Weight = 0 . 045 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 12 . 25 1 . 25 0 . 00 2 . 34 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 50 0 . 390 0 . 390 0 . 000 0 . 000. 0 . 780 0 . 780 SHEAR: Max V (kips) = 16. 68 fv (ksi) = 4 . 13 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 113 . 1 12 . 3 0 . 0 1 . 00 23 . 37 24 . 00 23 . 37 24 . 00 Controlling 113 . 1 12 . 3 O . O . 1 . 00 23 . 37 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 5 . 95 5 . 95 Max + LL reaction 10 . 72 10 . 72 Max + total reaction 16. 68 16. 68 DEFLECTIONS : Dead load (in) at 12 . 25 ft = -0 . 413 L/D = 713 Live load (in) at ' 12 . 25 ft = -0 . 745 L/D = 395 Total load (in) at 12. 25 ft = -1 . 158 L/D = 254 t RAMSBEAM v2 . 0 - vravity beam uesign Licensed to: Dan Braman, P.E. Job: 54 Green DuDrive Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X43 Fy = 36 . 0 ksi Total Beam Length (ft) = 24 . 50 Top Flange Braced By Decking LOADS: Self Weight = 0 . 043 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 12 . 25 1 . 25 0 . 00 2 . 34 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 50 0 . 390 0 . 390 0 . 000 0 . 000 0 . 780 0 . 780 SHEAR: Max V (kips) = 16. 65 fv (ksi) = 4 . 00 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 113 . 0 . 12 . 3 0 . 0 1 . 00 21 . 63 24 . 00 21 . 63 24 . 00 Controlling 113. 0 12 . 3 0 . 0 1 . 00 21 . 63 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 5 . 93 5 . 93 Max + LL reaction 10 . 72 10 . 72 Max + total reaction 16. 65 16. 65 DEFLECTIONS : Dead load (in) at 12 . 25 ft = -0 . 336 L/D = 875 Live load (in) at 12 . 25 ft = -0 . 609 L/D 483 Total load (in) at 12 . 25 ft = -0 . 945 L/D = 311 KA1vibbEAM vz . u - uravi cy beam uesiyii Licensed to: Dan Braman, P. E. Job: 54 Green DuDrive Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X21 Fy = 36 . 0 ksi Total Beam Length (ft) = 8 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 021 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 4 . 00 5 . 95 0 . 00 10 . 72 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 8 . 00 0 . 060 0 . 060 0 . 000 0 . 000 0 . 000 - 0 . 000 SHEAR: Max V (kips) = 8 . 66 fv (ksi) = 4 . 18 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 34 . 0' 4 . 0 0 . 0 1 . 00 22 . 41 24 . 00 ' 22 . 41 24 . 00 Controlling 34 . 0 4 . 0 - 0 . 0 1 . 00 22 . 41 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 3 . 30 3 . 30 Max + LL reaction 5 . 36 5 . 36 Max + total reaction 8 . 66 8 . 66 DEFLECTIONS: Dead load (in) at 4 . 00 ft = -0 . 054 L/D = 1790 Live load (in) at 4 . 00 ft = -0 . 090 L/D = 1061 Total load (in) at 4 . 00 ft = -'0 . 144 L/D = 666 tu-UviJ01 lL m V 4 . V - h1dV-LLy DCdul LCb_Lyll Licensed to: Dan Braman, P. E. ' 'Job: 54 Green DuDrive Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION : Beam Size (User Selected) = WlOX19 Fy = . 36. 0 ksi Total Beam Length (ft) = 8 . 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 019 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 4 . 00 5 . 95 0 . 00 10 . 72 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LLI LL2 0 . 00 8 . 00 0 . 060 0 . 060 0 . 000 0 . 000 0 . 000 0 . 000 SHEAR: Max V (kips) = 8 . 65 fv (ksi) = 3 . 38 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb . Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 34 . 0 4 . 0 0 . 0 1 . 00 21 . 68 24 . 00 21 . 68 24 . 00 Controlling 34 . 0 4 . 0 0 . 0 1 . 00 21 . 68 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 29 3 . 29 Max + LL reaction 5 . 36 5 . 36 Max + total reaction 8 . 65 8 . 65 DEFLECTIONS : Dead load (in) at 4 . 00 ft = -0 . 042 L/D = 2292 Live load (in) at 4 . 00 ft = -0 . 071 L/D = 1357 Total load (in) at 4 . 00 ft = -0 . 113 L/D = 852 �Pc IZ 05 L.L ® )e Lc� r->o c o K 3 0 t'Z-t : G �. 0 t :t'z,o -�- tom® `�-' 4 Z. o p Q� UJ L,L. .4o Y_ t + sue i.�O.C.• s d , 4- - 3G ;k"(+ ar cat sto c v4m% 1 as W Y� 4- DANIEL EL STRU TU 1-1 1 ��'�Pout E�� f: ~ l• Daniel E. Braman, P.E 189 Harbor Point Rd Cummagaid MA 02637-0361 Arlo v C,S7V &A"-5TAst>UG.) `l ct -A s... L.. 4-C> g r 5 Zhu t(A1 bbLAm vz . u - uraviry ream uesign hLicensed to: Dan Braman, P.E. Job: 54 Green Dunes Dr. Hyapt Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X28 Fy = 36. 0 ksi Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 028 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 11 . 00 2 . 88 0 . 00 5 . 12 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 6. 00 16. 00 0 . 105 0 . 105 0 . 000 0 . 000 0 . 280 0 . 280 SHEAR: Max V (kips) = 8 . 37 fv (ksi) = 3 . 64 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 36. 7 11 . 0 0 . 0 1 . 00 18 . 12 24 . 00 18 . 12 24 . 00 Controlling 36. 7 11 . 0 0 . 0 1 . 00 18 . 12 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 45 2 . 93 Max + LL reaction 2 . 47 5 . 44 Max + total reaction 3 . 93 8 . 37 DEFLECTIONS: Dead load (in) at 8 . 64 ft = -0 . 176 L/D = 1094 Live load (in) at 8 . 64 ft = -0 . 320 L/D = 600 Total load (in) at 8 . 64 ft = -0 . 496 L/D = 387 t�H11JtSrH11 vz . u - gravity beam uesign Licensed to: Dan Braman, P.E. Job: 54 Green Dunes Dr. Hyapt Steel Code: AISC 9th Ed. SPAN INFORMATION : Beam Size (User Selected) = WIOX30 Fy = 36. O ksi Total Beam Length (ft) = 20 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 030 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 20 . 00 0 . 405 0 . 405 0 . 000 0 . 000 0 . 600 0 . 600 SHEAR: Max V (kips) = 10 . 35 fv (ksi) = 3 . 30 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 51 . 8 10 . 0 0 . 0 1 . 00 19. 17 24 . 00 19. 17 24 . 00 Controlling 51 . 8 10 . 0 0 . 0 1 . 00 19. 17 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 35 4 . 35 Max + LL reaction 6. 00 6. 00 Max + total reaction 10 . 35 10 . 35 DEFLECTIONS : Dead load (in) at 10 . 00 ft = -0 . 318 L/D = 755 Live load (in) at 10 . 00 ft = -0 . 438 L/D = 548 Total load (in) at 10 . 00 ft = -0 . 756 L/D = 318 t<Lll"bbL',l-HM VL . U - Vravizy beam uesign Licensed to: Dan Braman, P. E. Job: 54 Green Dunes Dr. Hyapt Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X48 Fy = 36-0 ksi Total Beam Length (ft) = 28 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 048 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 28 . 00 0 . 494 0 . 494 0 . 000 0 . 000 0 . 796 0 . 796 SHEAR: Max V (kips) = 18 . 73 fv (ksi) = 4 . 00 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 131 . 1 14 . 0 0 . 0 1 . 00 22 . 38 24 . 00 22 . 38 24 . 00 Controlling 131 . 1 14 . 0 0 . 0 1 . 00 22 . 38 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 7 . 59 7 . 59 Max + LL reaction 11 . 14 11 . 14 Max + total reaction 18 . 73 18 . 73 DEFLECTIONS : (Camber = 1/2) Dead load (in) at 14 . 00 ft = -0 . 533 L/D = 630 Live load (in) at 14 . 00 ft = -0 . 783' L/D = 429 Total load (in) at 14 . 00 ft = -1 . 316 L/D = 255 H t Daniel E. Braman, P.E. 189 Harbor Paint M CummaquA MA 02637-0361 54- C'.iZeahl Uvt-iE4s. <Dp w-G: �fZnJ�GT ; 2F3U�-' �= c-: �°eta►.a��C�Y �a�.�cz.— (.1rtCl• G(.�•1 ®►�4sQ. R1�►ht�..�[ Rom..®'h �y GEILf(I ��L.. R �t��s�.� �.t_. - Tops-C t 02- J� l i„�,q�,.�a i�x.►o.5� i 5��e . 11946 �� `©.S' ��.�n� a�r R t� ���.tJ c.�..�c,.l,.l�u X►c�5= Zoe R Ctt C&1Lce�c� �. . 15 x J- 115 VC,`' -� o x,ct, t 2c, Ct co U SA 4j �o �e. '''� 0 (S�I► k4thecs un 4Gr� 1 Qa►ds . 0 4k\$e csk 4re>m abou, e.a RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P. E. Job: Bergeron Res . Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size' (User Selected) = W10X19 Fy = 36 . 0 ksi Total Beam Length (ft) = 14 . 50 Top Flange Braced By Decking LOADS : Self Weight = 0 . 019 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 14 . 50 0 . 135 0 . 135 0 . 000 0 . 000 0 . 270 0 . 270 SHEAR: Max V (kips) = 3 . 07 fv (ksi) = 1 . 20 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 11 . 1 7 . 3 0 . 0 1 . 00 7 . 11 24 . 00 7 . 11 24 . 00 Controlling 11 . 1 7 . 3 0 . 0 1 . 00 7 . 11 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 12 1 . 12 Max + LL reaction 1 . 96 1 . 96 Max + total reaction 3 . 07 3 . 07 DEFLECTIONS : Dead load (in) at 7 . 25 ft = -0 . 055 L/D = 3170 Live load (in) at 7 . 25 ft = -0 . 096 L/D = 1809 Total load (in) at 7 . 25 ft = -0 . 151 L/D = 1152 P-AMSBEAM V2 . 0 - Gravity Beam Design ' Licensed to: Dan Braman, P. E. job: Bergeron Res . Centerville Steel Code : AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X30 Fy = 36 . 0 ksi Total Beam Length (ft) = 16 . 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 030 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 10 . 75 1 . 12 0 . 00 1 . 96 Yes Yes 6 . 00 2 . 41 0 . 00 3 . 15 Yes Yes Line Loads (k/ft.) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 16 . 00 0 . 158 0 . 158 0 . 000 0 . 000 0 . 420 0 . 420 SHEAR: Max V (kips) = 9 . 35 fv (ksi) = 2 . 98 Fv = 14 . 40 MOMENTS : Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max 45 .2 6 . 2 0 . 0 1 . 00 16. 74 24 . 00 16. 74 24 . 00 Controlling 45 . 2 6 . 2 0 . 0 1 . 00 16 . 74 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 38 3 . 16 Max + LL reaction 5 . 97 5 . 86 Max + total reaction 9 . 35 9 . 02 DEFLECTIONS : Dead load (in) at 7 . 84 ft = -0 . 151 .L/D = 1275 Live load (in) at 7 . 92 ft = -0 . 261 L/D = 735 Total load (in) at 7 . 92 ft = -0 . 412 L/D = 466 i HGU55.50/12 HANGER TYP. G 0 0 0 Cl) #1 (2)1 3/a'X 9 YZ'LVL #2 (3)1-3/,'X 9-Y2'LVL #3 (3)0 X 9%"LVL #4 (2)1-3/4'X 11-�/b'LVL 7-O" MOISE" BC CALCO 2003 DESIGN REPORT - US Wednesday,August 11,2004 16:35 Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: BC CALC Project: RB01 Job Name: Bergeron Description:#1 Address: 54 Green Dunes Drive Specifier: City, State,Zip:West Hyannisport, MA Designer: Joe Madera Customer: STEVE ELDREDGE Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 0 12 Standard Load-30 psf 115 psf Tributary 14-00-00 .l Y11 11= 01-06-00 05-06-00 05-06-00 A, 01-06 0 B1 B2 B3 1748 Ibs LL 2888 Ibs LL 1748 Ibs LL 849 Ibs DL 1373 Ibs DL 849 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 30 psf 14-00-00 115% Member Type: Roof Beam Dead 15 psf 14-00-00 90% Number of Spans: 4 Left Cantilever: Yes Controls Summary Right Cantilever: Yes Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 2294 ft-Ibs 14.3% 115% 7 3-Left Neg. Moment -2294 ft-Ibs 14.3% 115% 7 2-Right Tributary: 14-00-00 Cont. Shear 1624 Ibs , 22.0% 115% 7 2-Right Total Load Defl. U4190(0.016") 4.3% 5 2 Live Load Defl. L/5119(0.013") 4.7% 5 2 Total Neg. Defl. -0,031" 4.1% 7 1 -Right Support Live Load: 30 psf Max Defl. 0.016" 1.6% 5 2 Dead Load: 15 psf Partition Load: 0 psf Notes Duration: 115 Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for B1 is 3". who would rely on the output as Minimum bearing length for B2 is 3 . evidence of suitability fora Minimum bearing length for B3 is 3". particular application. The output Member Slope=0,-consider drainage. above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties Connection Diagram and analysis methods. Installation of BOISE engineered wood Member has no side loads. products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if a—2 b d you have any questions, please call b=3" _ (800)232-0788 before beginning c=5-1/2" a i product installation. d=12" T BC CALCO, BC FRAMERO, BCIO, C ;X� BC RIM BOARDTM, BC OSB RIM % $OARDTM BOISE GLULAMTM VERSA-LAMO,VERSA-RIM&, VERSA-RIM PLUS&, VERSA-STRANDTM VERSA-STUDO,ALLJOIST&and AJSTM are trademarks of Boise.Cascade Corporation. Page 1 of 1 BC CALC® 2003 DESIGN REPORT - US Wednesday,August 11,2004 16:3: Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Job Name: Bergeron File Name: BC CALC Project: RB02 Address: 54 Green Dunes Drive Description:#2 City, State,Zip:West Hyannisport, MA Specifier: Customer: STEVE ELDREDGE Designer: Joe Madera Code reports: ICBO 5512, NER 629 Company: SHEPLEY WOOD PRODUCTS / I Misc: J0 12 Stanrdarrl Load 25 Nat 15 psf Tributary 01 00 00 7El € y �, �a��ls BO 1559 Ibs LL B1 857 Ibs DL 1666 Ibs LL 908 Ibs DL General Data Load Summary Total Horizontal Length-13-06-00 Version: US Imperial ID Description Load Type Ref. Start End Type S Standard Load Unf.Area Left 00-00-00 13-06-00 Live 5apsf 01 lue �00-00 1 b. 5 Member Type: Roof Beam % of Dea 15 psf Number Spans: 1 1 Conc. Pt. Left 07LOO-00 07-00-00 Lived 2888 bs n� Left Cantilever: No a00 00 1115% Right Cantilever: No Dead 1373 Ibs n/a 90% Slope: 0/12 Controls Summary Tributary: 01-00-00 Control Type Value %Allowable Duration Load Case Span Location Moment 15587 ft-Ibs 64.7% 115% Neg. Moment 0 ft-Ibs 2 1 -Internal End Shear 2531 Ibs n/a 100% Total Load Defl. L/291 (0.556") 618/0 115% 2 1 -Right . Live Load: 25 psf °Dead Load: 15 psf Live Load Defl. U444(0.365") 54.1% 2 1 Partition Load: 0 psf Max Defl. 0.556" 2 1 55.6%Duration: 115 Notes 2 1 Disclosure Design meets Code minimum(L/180)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(L/240) Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-112". evidence of suitability for a Minimum bearing length for B1 is 1-1/2". Particular application. The output Member Slope=0,consider drainage. above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram Of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions, please call (800)232-0788 before beginning a=2 d product installation. b=3" c=5-1/2" BC CALC®, BC FRAMER®, BCIO, d= 12" —Bi BC RIM BOARDTM BC OSB RIM e O -3 p BOARD TM BOISE GLULAMTm VERSA-LAM(@,VERSA-RIM@, C VERSA-RIM PLUS@, VERSA-STRAN D TM VERSA-STUD@,ALLJOIST@ and AJSTM are trademarks of @ I D D X Boise Cascade Corporation. b r Page 1 of 1 Bbi,8E' BC CALC® 2003 DESIGN REPORT - US Wednesday,August 11,2004 16:3f Triple 1 3/4" x 9 1/2" VE RSA-LAM(H) 3100 SP Job Name. Bergeron File Name: BC CALC Project: RB03 Address: 54 Green Dunes Drive Description:#3 City, State,Zip:West Hyannisport, MA Specifier: Customer: STEVE ELDREDGE Designer: Joe Madera Code reports: ICBO 5512, NER 629 Company: SHEPLEY WOOD PRODUCTS Misc: 0 12 t Standard Load <.,psf 15 psf Tributary 05 00 00 '* to BO 1685 Ibs ILL B1 1010 Ibs DL 1750 Ibs LL 1041 Ibs DL General Data Load Summary Total Horizontal Length-13-06-00 Version: US Imperial ID Description Load Type Ref. Start End Type S Standard Load Unf.Area Left 00-00-00 13-06-00 Live 5apsf 05lue �00-00 1 b. D% Member Type: Roof Beam Number of Spans: 1 1 Conc. Pt. Left 07-00-00 07-00 00 Deed 1715 s n0/a00-00 190�0 Left Cantilever: No Right Cantilever: No Dead 849 Ibs n/a 90% Slope: 0/12 Controls Summary Tributary: 05-00-00 Control Type Value %Allowable Duration Load Case Span Location Moment 13622 ft-Ibs 56.6% 115% Neg. Moment 0 ft-Ibs 2 1 -Internal 0 End Shear 2622 Ibs 23.6%0 1115%0 Total Load Defl. L/312(0.519") 57 7% 2 1 -Right Live Load: 25 psf 2 1 Dead Load: 15 psf Live Load Defl. L/490(0.331") 49.0% 2 1 Partition Load: 0 psf Max Defl. 0.519" 51 9% 2 1 Duration: 115 Notes Disclosure Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. The completeness and accuracy of n Design meets arbitrary(1")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 Minimum bearing length for B1 is 1-1/2". evidence of suitability fora Member Slope=0,consider drainage. particular application. The output above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span +1/2 min. end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram Of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions, please call (800)232-0788 before beginning a=2 d product installation. b=3" c=5-1/2" a BC CALC®, BC FRAMER®, BCI®, d= 12" BC RIM BOARD- BC OSB RIM e-3 0 T 0 BOARDTM BOISE GLULAMTM VERSA-LAM®, VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRAN D TM VERSA-STUD®,ALLJOIST®and e 0 0 AJSTM are trademarks of I Boise Cascade Corporation. b Page 1 of 1 4" BC CALCO 2003 DESIGN REPORT - US Wednesday,August 11,2004 16:35 Double 1 3/4" x 11 7/8" VERSA-LAMA 3100 SIP File Name: BC CALC Project: RB04 Job Name: Bergeron Description: BEAM#4 Address: 54 Green Dunes Drive Specifier: City,State,Zip:West Hyannisport, MA Designer: Joe Madera Customer: STEVE ELDREDGE Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: 0 12 2 \? \3/ Standard Load-25 psf l 15 psf Tributary 01-00-00 r � arR" e. .�`.` N BO B1 2758 Ibs LL 2758 Ibs LL 1682 Ibs DL 1682 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 25 psf 01-00-00 115% Member Type: Roof Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 Conc. Pt. Left 07-00-00 07-00-00 Live 1666 Ibs n/a 115% Left Cantilever: No Dead 908 Ibs nla 90% Right Cantilever: No 2 Conc. Pt. Left 00-06-00 00-06-00 Live 1750 Ibs n/a 115% Dead 1041 Ibs n/a 90% Slope: 0/12 3 Conc. Pt. Right 00-06-00 00-06-00 Live 1750 Ibs n/a 115% Tributary: 01-00-00 Dead 1041 Ibs n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location ,Live Load: 25 psf Moment 11670 ft-Ibs 47.7% 115% 2 1 -Internal Dead Load: 15 psf Neg.Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 1598 Ibs 17.3% 115% 2 1 -Left Duration: 115 Total Load Defl. L/458(0.366") 39.3% 2 1 Live Load Defl. U735(0.228") 32.6% 2 1 Disclosure Max Defl. 0.366" 36.6% 2 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L/180)Total load deflection criteria. evidence of suitability fora Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Member Slope=0, consider drainage. of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Concentrated loads are not considered in side load analysis. you have any questions, please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALCO, BC FRAMER@, BCIO, a-2 b J d l BC RIM BOARD TM BC OSB RIM b=3" \ BOARDT"', BOISE GLULAMT"' c=7-7/8" a VERSA-LAMA,VERSA-RIM@, d=12" j —• T • VERSA-RIM PLUS@, I /z� VERSA-STRAND TM, C •` VERSA-STUD@,ALLJOISTO and j AJS rm are trademarks of Boise Cascade Corporation. • • Page 1 of 1. .;y. - +M..-,.�y;�.✓ 3;.'s='- ...;vs 5;�:, 5 .' .ti�i&"'t+& sr4."�;t'�w9M"�4�*rh'.' -'p's''.w..^ir '4�`'3A' 4'•'.�L..•�-{ri*`1+ 'i,:. 7..?+ '` ,u x,%AV cp 4+;�"'#1`t.�':7ifa"�'S+ Assessor's office (1st fIoor)i E e THE e Assessor's map and lot number ..... » T Board of Health (3rd floor): �9 y o Sewage Permit number .. ''"' ,. ".. ;;, '?�.„r 2 BAHd9T.ADLE, 1 Engineering Department (3rd floor): / r�. w rice& 11 House number J 'l oo i6�q Definitive Plan Approved by Planning Board ________________________________19-------- . ; APPLICATIONS PROCESSED 8:30 9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR u.; APPLICATION FOR PERMIT TOf� . 5 M/, .;4.e;11 -Y lee 51A,-1`e1,5 ....� .......... ............... t a<?v�j 1v1 r p TYPEOF CONSTRUCTION ..........................................1.................:... .................................................................. ....................... ....c...---- /.7.19... Grf TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit itt according to the following information: 1 Location ...A.0..f.. .......�:7.e'.'�".. :iF!:`'�......r)o✓{ss�� �...... .12 /t/1� :..IV�f d�/li ll. - ed e r ............... ....... Proposed Use . .. � .. � ' RZoning District .....:........:.........................................................Fire District .................0 .0........................................ s Name of Owner �"J ,� j pCdi fL� 1�i.✓6, ................... ....................................Address ......... ......... ......... .................... ............... Name of Builder ..� .��..... E � :" .0....Address .1:3 �............. .... .... ...... ... `.... ......... ......... Name of Architect ......to: f ' /u.5 ......................................................Address .................................................................................... Cd Number of Rooms ..................................................................Foundation ..................... Exle ior ' ��' ? R'C�... ..: .! ..��..............Roofing ...... .......................................................................... Floors 1 / ..�. . .;.. .��r :..'.....Interior .....`..� �:. ..................................................... .......................Plumbin .�1.6..�y 38,—Al,l.... 7- Heating g ......................... Fireplace t ) r ...... � ...Approximate:Cost .......:... . . ....,...i�.................................. Area . 0 Diagram of Lot and Building with Dimensions " Fee ` o �- ................. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ... . ..'.?'.............f.. ................... Construction Supervisor's License ....aa.-t�'.0-4 15� SHOEMAKER, JOHN A=246-205 No ..33 33 Permit for ...1.12.. Story............ Single Fam ly,...Dw!Ej.j Location .19t...#.U..,.......5.4...GX'.Q.n...D.Uja.e.S Drive ................W!a-.t...H.y.anxi igpox.t.................... Owner .... ......................... Type of Construction ...F.r.aMe.......................... ............................................................................... Plot ............................. Lot ................................ Permit Granted .....j.axwa.ry....a...........19 90 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT COMPLETED 1/1/4/ 1`d 0 r TOWN OF SARNSTABLE; MASSACHUSETTS . A=246=205 71,DATE January 3 Ig 90 PERMIT NO. ® 33433 •' aP cANT "Bayside Bldg. Co.. AODREss Box 95, Centerville #005.645. v. - (NO.) - .(STREET.) (CONTR.'S'LICENSE) t .. PERMIT TO, HUild. Dw2a�llrl 1 UMBER. OF - - ( 1 ' STORY S�.i�crl'e Eamil�T Dwel�l.ir>(TWELLING UNITS :ITYPE OF IMPROVEMENT): NO. (PROPOSED USE) , O 1.1S )� �AT.(LOCATION) Lot #28> 54 Green Dunes Dr_..y , W. RD-10STRCT_ . ANO.J (STREET) BETWEEN AND (CROSS STREET) (CROSSSTREET) LOT SUBDIVISION" -LOT BLOCK SIZE BUILDING IS TO.BE FT; WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM-IN CONSTRUCTION,: I TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION i (TYPE.), REMARKS: - 'SewaQe 489-'579 Bond . AREA OR .. 2676 $ • L.. ) 000 0 �l VOLUME q. ESTIMATED COST $ '�`''�' ► FEE MIT �',.. 214. V II "(C;UBICPSOUAR E FEET) Imb. OWNER John. Shoemaker I ADDRESS. nF!-amih hamF NIA BUILDING DE PT, °K { I FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT,FROM THE CONDITIONS v OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE r INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. ( 3. FINAL INSPECTION BEFORE OCCUPANCY. . POST THIS CARD_ SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I IzG leb6. I i 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER 2 BOARD OF HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. S C Cl BUILDING PERMIT NO J 3 D''" AS SEE SOkS PARCEL NO. c� 0 J` / 1 i CONTINUATION OF ROAD BOND The undersigned owner/contractor hereby agree to maintain their road bond in force unt_1 the following wort items are completed to the .satisfaction of the Engineer'_:.g Section of the Detar Went of Public wor_cs: Ica= and seed shoulders as soon as weather permits: other (explain) LOCnTIO.,: SLED ( E=;CONTRACT0. ) (print name ) '�FtIZnT=ON F - - - FF ' $Ry�TQE gU(Lp(t�16'C:o • $CAIC 4•• AI/ROV90Wt. C 1 DATE OGr$z A _._..._......_..._.... __. .. FM i I I FSAY9IOF. '6UIL171NG.. Co INC.. REAP E: L-F-VAT10t�1 CENTGRVILIE 7/�A:S�.. • � i/4` „ t ., � „ scA�c� •� ..o. A►rnov(o er: DPAwq er: 1 OAT(;OG�' Oof - PEwSED ` � OPAWINO PUY • .•• 41�lOLi^AKER. _ gcj. T ETf F flo • I I t II I � � J I i � �• L F- F-r S 1 r.) E. 'Iv 1'•o-- I I _F.,AYSIDE aUILDI Go'%wc :CENTEfLVILLr- ,� i I—•'—_ —_ �- -_.._- �'� 3CAlf:1t�• V-,e APPAOV90 BY: 011^- OATf:OCT ag Nfv19 I • _ -r — — — ._-.—_ �- _ r ;$How�n,n u��2 .DPA!R Lo i4C• G LOT•(•(G'C. I I I 12'.O• Y .. 1 12r-o' I 19'•o' _ 6.Cam,- .� ,S� ti�.. i /� % t � Gasz�c�e •. - - WI •� J 4-CONc.SLOrS -TLEINI=.' Q Wcoo Ec4t d F 1 G. — ITGH 'L•• To r�oocLS ,� N s/9 C-51-teCS T20 GJ•L. 1 c! N T 71�/y7/y .._... y 1 TC.I U ID.W.I IR c 1 At.c-•NOU2 DooC - •'�, 14% 19: - TIC oxo3lCs �J�O T I( y r \V a N zc wr I till+ s Tqa t✓`�' sKV W N i 1 I SN'oW6 1147x y) I n AS sR V O'J b 0 ' & 14'.4 14'. v _\VA,�-IN l0I s.fwrcv fi 413 7. .rE� SUNKEN O 61 G.o• - - vl N�(1�. V I �' �•min ` 0 -CAttpC.T M. "t xi tr a I ,v 1�tz..o �oYe¢ � c V ''TI•.'s- :c:1d0�2 R.AIt. � NAIN` T �J - �S rhoplr Q 1. •1 i sreY �l • zarucy/cNTssT'k. .. .... 20T4ceS 7fUL 97 1 1zs1� TS�y _ � tal_o. r 24•o I l . ._ - ..._ ........... ........._..... n 1 APPROVED BY: DRAWN lY: DATE:OC-T S IIEY13[D F 1 e ST �•002 �I.AtJ DAYSIOM OUILT.)IIVG.Ca Into - _C G►-ITGfZ.�1 t l.LE /NA64 (;•1� O 1` p.. DRAWING : 5H0EMA10Et7„ I ' _ Bzoti ccy -- _.._. �i ' I. - •= _ . fig_ tiO<<4 _ . Lo - :.B.e017-oo « - - 6ALPMT.,, • DPEIJ'T PW 1 I I sK� 9, IT' )7yyyy I No V=xv7 se4"��y�tiT 0 --- (�) PizL- -41., aye �1 eras 2.144 " SCALE:IId"• 1-0 APPROVEDBY: ORAWNBY: 1 DATE:OGT e� $-'• - - REVISED --- bAY31pE P,aU1 Gr71WG.,Gm11JG PL'.�OR �L-nNC1:IJTCRV1LL tY, //.494. l 1 , • � .II4_�.7. �.�!Q.• .. ... .. - - ORAWINO NUY ,/ I ro•°x Ion �'ooTlti.Gs I ' �t A I I _ I ;� • 0! t m o i IX IT W—'z -DROP wA«- %Vl .G N 5--- --- -- -- I a I g°Y'�`,�^_ o.NG Wt�LLS I L J V I X1o" FooTl.nlCsS ! I ($")I1°-9•`CoNG2 WALLS I N I I q d11 . . o � � I!o" y Io°• Foo-i•rnr vs --, J L JL � o s'-Ir' s I FT(s 7.l SY ' V. L J AAQ j 1.�9��Z...;L•nLLY cowinL+S/� / I I pc-a SrE.ias m 24 +�L4"x I L• �ooT.Ii.JCsS. I i I z i EACIa Q INn I I I I 'oznP Wqu_ IZ 19°.p•. "i•-o• �- 2g—p•• _...._._— 1_ __.-_2 4�.-off--- --._-. ,. _._ •.�• _.-,_- : � I • 1 O - O" - SCALE: ••4 AVPROVED BY: OMwN B►: • DA7E:OGT $ _ REwSED >3Avst�E U I L.D11.]V Co �►1G Er ASEJ T A � - rC.UN GT N - �. CE1JT�2UILLE //�ra55 •--- -T1-------....I�v O• SFlOC/hAf.CER.. DRAwuroH�4Bw • �InGE SN INc.I-t5 2Y Id rL tUGE. PLANK ti • %!e �iS�At-.•'TAB ASpHpL.T 51-11NGl.Cs c o--A S"r-AT I-I I N C. - _ 1z _ •� T PS * 2 MK q'/z 20'::' �a FI�2E6✓aS 2X B <L_V I4" Woon Fu22tNG�l6" 1/•L! S+d EET ROGu ........ _ J'l.00 21 N 6• I ;I 2"P�-V.:.SUP�Ft_oors-....• r.� `. 1x0 FASGI4.tj . I AW/&GUTTER = '2)eCo .vlb•• 1 .... 1X0L ,FF1Tw1Tl - 2 to 1d; Yo°FIr+brze--a S. cci[PrtoARq•S PIL wcytit.:.F 1_00 1z1 N G.'" R - PL-Y 'SUP F-t-oors ; j I M . . . •• L �y.lo 3.: P>C1VA.: — .. .2XCi SI I••I..ON 511.1.-FILL I , „ I _-� 1 1 i L:a��Y coy-WnN•S �. � I r Y— _i+�PNAtt r�A.>tp pa mJ I • - a - JtdYtd �oOZln.45 :2),4YSInE UILnINGCo I1JC E LA T E rZ.V I l_l_E r •� '''.r "s 1•.cr P2 �oLGO��/StL1. Assessor's -office (1st floor): � a p Assessor's map and lot' mber '`. P:.. .:...�1/./�� V y THE (lu / TO` Board of Health (3rd floor): �✓r ���7nc SY e�Q ♦�. Sewage .Permit number �.:<�........�.. �'.. . ... .. � r ��t. � � enr , : Engineering Department (3rd floor):' , ` ��(;�r �� rb 9. 0� �E� House number ...:...................... ......... ................... r a� TI-E S YP Definitive Plan Approved by Planning` Bodrd __ :: �� ��' - 19 A'ME APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1.00-2.00 P.M. only_ • �c i� Le 1���„ TOWN- OF..'' • U-IL0 M. G INOPECTUR APPLICATION FOR `PERMIT TO . NS7POP(f C Jf ft J Ji1/�'L� �/1L a•a•aaa ...........................e / - 6e Y TYPE OF' CONSTRUCTIOND.:0..:.:.../""2 :.: ' .................:...1Qe ...0.19...W TO THE INSPECTOR OF BUILDINGS: '!! The undersigned hereby applies for a permit according to the'following information: Location ...h 6.1........ ,.....L. .le /v:• UvA f. .....Z)R.1Y .. Proposed Use ......,� .� d(Jr~� ?....... .. . Zoning District .... ...!� .[..:. ........ ::...Fire District ... ®''.( ,(.'../. .!.. ,J Name f wner : f�aU �i��� � � A' dr ��i9 W (-t/.6' V .� .�!/ ao O .............. .... ........ . ... .. .........:......:.. d ess .................................................................................... Name of Builder .. ' ..TaS.j...... +0..... L ....Address .....::. ...... x. ��.....C6Ti l�� .�•l�L�. ;qAj Narrre of Architect .......... .................Address �J.......... .................................... 8................... :. :.r. .... .. Number of Rooms .... ..... :..Foundation ................ Exterior, !s !eU5... ..:,.:Roofing Floors cxgpw7...vi484.�.� .K .�`../..�L .........Interior ...✓"/�� 9 .. ..�:.Y..Psvn'!............. Heating .......................Plumbing ./ .l!..C..� C..�pP. ...........3..B T S.:.. Fireplace 60A)c>2iCI.7 ..... ...... :. .....k...Approximate Cost .....................: � .... •A l Diagram of.-Lot -and Bu ilding. with Dimensions Fee ... .............. OCCUPANCY'PERMITS REQUIRED FOR NEW DWELLINGS 1,hereby agree. to conform'to'oll. tlie'Rules and Regulations of the Town of-Barnstable regarding the above construction:'` Name ...........%7.�. l Construction Supervisor's License ................ ti SHOEMAKER, JOHN � _ h o A3 4.3 3..-Permit-for .....1.............X Stor ............ F .....Single..FamilY....dwellin.g.......... w _ , Location _Lot•••#�•28, 54 Green Dunes Drive- ........................................ j" W....HXannisport.......................... Joh n Shoemaker y t �` . ,f `,,'"'' _ • � � - , Owner• . ... Frame of-Construction : A `• z , , vj,........ .............................. .................. Plot .... .......... ...... Lot ................................ ' n January 3 ".. 90 r Permit Gran!ed .... A..... � ...119 " Date of Inspection ... ...................19 f• rv- art p ............/ Date Completed ....... .. :...> ... .....19 -- � � t�'"LE.. r'• � �" «, ry =` �? is � � � ti� � '_ �►: �,•'�.t •� � •,` .r � '` � �- .fir .. � - Y ' � _. ;: 1, F - / TOWN OF BARNSTABLE BUILDING DEPARTMENT _ DARM TOWN OFFICE BUILDING MYL i 39. HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: Y10 An Occupancy Permit has been issued for the building authorized by BuildingPermit $k....... -- .... .................. ................................... .................................................................. . .............. issued to ' y>�r i.......�...............�.. �,.. , Please release the performance bond. d BUI?DING PEMIIT NO J L3 D'-= 5 �- '0 C� 0 ASSESSORS PARCEL h . CONTINMATION OF ROAD BOND V The undersigned owner/contractor hereby agree to maintain their road bond in force until the following work items are completed to the satisfaction o. t:.e Engineering Section of the Department of Public wora: (/ loam and seed shoulders as soon as weather pe omits: other (explain) LO CnTIO.;: 02�% , Qd,� (print name ) voe G Al 1 -N IZATION � k w'a :PIETOWN OF BARNSTABLE;"A ACHUSETTS UILDI IMITNO A=246-205 DATE—January 3 , 19 9 PERMIT NO. NQ 3 3 4 3� . _ L t) r '. APPICANT_�BaySlde Bldg. "Cy. ADDRESS_ Box. 95 , CIlterville G05.645 (NO.) .(STREET), (CONTR'SLICENSE) PERMIT TO Build Dwelling ( ) " STORY SlilCrle EaII]l.tv Dwell Z i1CNUMBER OF WELLING UNITS .(TYPE OF IMPROVEMENT) NO. -0 (PROPOSED USE) AT (LOCATION). Lot #28_, 54 Green Dunes Dr`VF �l' H lrj`lIll F)C�i{ DZONING IISTRICT_ RD-1 .. (N0.) _ (STREET) .. - . BETWEEN - - AND - - . (CROSS STREET) - (CROSS STREET) SUBDIVISION LOT BLOCK LOT SIZE BUILDING IS TO 8E' FT, WIDE BY FT, LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION - .µ (TYPE) " REMARKS: - Sewage #89-579 Bond AREA OR 2676 $ 17�Q ��:� PERMIT 7 VOLUME q' ESTIMATED COST l FEE �14 00 (CUBIC/SOUARE FEET) OWNER John Shoemaker ADDRESS " nFraininQham, NIA BUILDING DEPT. ( '. By FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK- -- CARD KEPT POSTED UNTIL FINAL INSPECTION HAS-BEEN PERMITS ARE REQUIRED FOR ELECTRICAL,- PL.UMBi-NG AND i. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. 3, FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 Z ----- ----- — 2 l ) I 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER BOARD OF HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'N!LL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE tNSFECTIONS INDICATED ON THIS CARD CAN BE CONSTRUCTION PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTEN NOTIFICATION, i i -7 o fi"FSy MP ISN s Q® M.H.� sogs ;J ,••REPRODUCTION • o Z g� u W�fi a;,IA.— =0 `�• MEANS ISPLANS PROHIBITED '• 7 E�aa'.m3�`o 3n �`• ANY MEANS!S PROHIBITED . of BY FEDERAL LAW VIOLATIONS • < 5 a ARE PUNISHABLE BY FINES UP s AID AMERICAN INS-TUTE BID OF BUILDING DEIGN a s TO$100,000 PER OFFENSE _ • CALL THE DESIGNER TO -f7 OBTAIN LEGAL COPIES ••n� O / OF THIS PLAN �C Gontinucus ridq¢van} �j`C�G• • •�•`.(O� `�T Asphalt shinq(a.to match axis}inq AL S ` � _v1 2 xCo GoUar ties i!d'0.4. 4 1 5•Fel+paper � �{� 1/Y"APA rated sheathing ..._.....-- _.._....... 4- 7 11J ' Proper vents e 1 C 1 0"1-.4•Insu(a}ion F-00 Q Y xb Geilin9 Joists a 1!o"ma. 2 xB Gei(inq Jeists a (Co"o.c. 4" L A(uminum qu}}ers to drywalls L �„ f Gan+inucus soffl{-van} 1 x_•2 Pine+rim 4-,match existing =i/6"TYPa"X"firaooda drywall, W 1 4 x p B h}ca!beam w/P•T'�z xCc Nailer - - ceiling anA walls and wrsppad w/5/B"TYpe"X"freceda drywall - � W.G.hhtnglas to match eAi At 4 Lvll- T">—I,m housewrapLu tl garage door headers. 1/2"APA rated sheathing = -7 Q c Q m 2 x!o Wall studs e 1 Ca°o.c. - - `m c ' cz 5 (/Y"H•!7•Insulation ¢E 1 � ---� c >---m{- 4"Poured cowre+s slab O Z x!a P T mudsill w/5/e"x 1 0"Anchor bol+s a Y'c.c. w/1'ibsrmesh Poured conarats , n . 0 a a9 door p on , a Asphalt foundation sealer - m- b"x 4'-O"Poured centre to feundat4on Gompactad fll sat on 1 f O"Gon}•mucus concrete -� - ^a- footin4w/2x4 keyway. - _ _ m.Y_, A2. vvsiaJn§, C_j 0 ��,• ms0 `c 5 � l BARAMAN F. ® o N 3.���s E. o STRUCTURAL 4 N0.36695 DRAWNG TYPE: vv®®® - f'a'uildinq yeN"icn`�" SHEET NUMBER: A401 � gPoaso��� m 9 <<osas"e = } s m �� sos oes In s m�Y;s��a�` z �€ ��• as°=Ys�S� � � o t'3ga S Z • e"x a'-o•pourad cenKe+s£ovnda+Ion � 0 «t¢n 1`s x 1 0^¢onttnvou°conK¢+¢ feo+inq w/2x4 kcYwny. e __ _------------------- _ 11l ,I I I a"Peursd cowr<+e•Iwb � I �Q •L w/P'b°rm<ah¢wndG}'ll I L' •y 1 poly vwpor bwrrfx Pitched I I +p Orap opsninq 0" i i I/0"/Pt.towwrda deor�. 1 - } C L - -- - --- �+-J N rt N O aca.•9x Io"rebnrp .I................ ........_-......... o-1_ --------- _ ...... - - 1 ...... . ........ .... ...... .. .......1 - _... ......_ - -3�..-........ ... - _.-..... 1 L 0`%9'-O'Poursd LenKete£ -........_........_......._-_._........_.............._. ect¢n f!o"zi0"sonttnuou4 aonKete I 4"Poured Goner¢+s.lab ^ footing w/9z9keNway. ✓ L' w/�bermcah¢wnd G YfI. I I I exktinq 0"x Y'-G'Poured eonorctc � I p¢IY vwp<r bwrricr Pitahcd 1 I i _ Y � �i. z foundwtion cct on 1 G"z i O`<¢ntinuouc A I I 1/6`/Pt.tawwrdx.doors. I 6. � `` conKst<foatinq. ------,00 . 4 a 1 0 eb lj/ I p i 5'-4` B•-T" prop opening 1 2" I {— I � j I a<w.•I x l 0`rebar pint I I � I ":I I(�� O - I- I 1 i xo x oee g f wwl spwu w/z'cewrc}c 1 I I '�" '1 p '•j - ducwp w/Gm'I p¢ly vnpar bwrrisr I l y 1 " gi ry I I I I ?'-O'�x 9'-O`Opaninq in Ad foundwtion — ---- ----- — --- — --I I 1 I 1 I e°X a'-o"Poured aonKe+¢feundaYon 1 G•z a`Foundation vent 1'•�-I < -•J �-;R-�o£ 1 G"x 1 O"eont'nuoue eon K<t¢ I �•.I ' - ..0 V r-J. �' I ldo.a 1 foo+nq w/2 xa keyway. I I °.. j L_ ------------------ ___ __ _________________ I Gzictinq 4"poured con¢rwtc clwb Imo' I":.I m �y•� I Y I 3 0 J <E G w I I -1 - I •vI-.E..c. - I ______--____ I _-1`. V p w_-- I I ------- -- --__— __--__— i I _ I 1 I ezr�Yn a"x v'-G" <d conKsF¢ a— N I L-- --- --- 1 feunda#'ion t¢remw nGonnsat n¢w gwrw C J r—t-1 j foundwtonw/10".a rcbwrpns. _ _� �• 'p ___—_____ TI a u Nsw°o"x 10"x12"PouredLi cowre}e 1 I ` my � I 1 I � footing w/� 1/2"m yts<!/¢on¢r:Xe 1 � • ° ® _ -'---0"`- I aolumm.Bi+¢YcrFfY loawtlon, I -_„d,-;_ REPRODUCTION �-- ;` BY FEDERAL �->- _---..i.....- 1 J -�- I -. • OF THESE PLANS BY j I ANY MEANS IS PROHIBITED ° 1 ERAL LAW VIOLATIONS ° I— J j j •°ARE PUNISHABLE BY FINES UP I- I I I_ _J 1 1 /', Q AfAERiCAN INSTITUTE BUILDING DESIGN s • --T- -T-----�—�—. - i j _ TO S100,000 PER OFFENSE ga�oa bL Is, I rJ J IJ I_ _J I 1 •° CALL THE DESIGNER TO r- j • .� ° OBTAIN LEGAL COPIES • c m u= Al�G t-1 r--1 r---I r---1 I (y \ 1 1-4 T_i I I - 1 �A ° OF THIS PLAN ° • �C e T—-� ter-- �-+�- /` • . . . . • o� x 7_1 1---J I---j I---J 1 1 I I_ _J f I I i 0 Our3�3tE Nis�-dd+ `------------------------ o r— —1 L _J I_ j l 1 DRAWMG TYPE: I 4t4t4i{ I I - 1 i I Founds}4on plan _________ — I _T-----------------------------__ 1 I I - I SHEET NUMBER• I (-.---------------------------------------J IL__________ _____ ___J 1 ' I ____________ I 11 ___________________J Ar00 � a ED dI d one new • � �n �rs�- -�loc�� r-. -- ---- - - _.... _...._._-._ ------------------ ---------- ------- i\ Q i �___-.__ ....._. _...___.___-...._ .. .__....: ...__.__— _...._.___-.___...... .............._. _ .._......_. 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' --__-______ _____________ r 1 I I 7 rundntwn wi IO'•,re'1+cr p.n-. p. •^ _ al sl `-f I I � t_ I Nzw nc`.sc• I Pmrad cnnnr.r� i � 1 � I ' � ; � � t• -f cntumn.roitn va f Yon i ; / ('\\ �Y - ! ' r L c 1 m 1 me'n�ox Di +_ W-H..TIH, RIH Fo0r� T(oN I c Nca yE N Omc"c �+LL4 � o,°�<` W f c.. L---------- --- I • I I f___I _ _J l_________________________________- 1 el I � 1 DRAWING TYPE: i � 'FcUnda}icn Plan '' - 1 I-------------------------------___________- , 1 ____-_J I. �_______________.__ ___J ( SHEET i�UM6ER- i i - - .... .. _..- _ a ........- - f - _. _--._-_- -- � 'off p 3 s -- I i I I , / V I I I rFar_e am o90> r,. L r i - ---- ---- — L v p -----. -.._..__ Zr s I N C : , o . I L L Ilp tL I - I,,, I liJ Q Ix I Iw N, 0 w _ . 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