Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0415 SAMPSONS MILL ROAD
ACTIVE l moo. rr - HomeWo& EPT .BUILDING rr n Energy, Inc 4ozo JAN 1 z Insulation Affidavit TOWN OF BARNSTA�� HomeWorks Energy has installed insulation at the following address that meets or exceeds Massachusetts building code and IIC requirements. Project Address: Perm.it Number: B-19-4171 Cheryl Ryan 415 Sampsons Mill Road Barnstable Massachusetts 02635 Location Material Addt'I Thickness Final Assembly R-value Enclosed Knee Wall Floor Green Fiber Cellulose 6" 21 Attic Floor Green Fiber Cellulose 6" 49 Enclosed Garage Ceiling Green Fiber Cellulose 101. 30 Sincerely, - Scott Veggeberg HomeWorks Energy Inc. CSL#103832 HERS Certification#3081658 HomeWorks Energy 101 Station Landing,Suite 110 Medford,MA 02155 wxpermitting@homeworksenergy.com Town of Barnstable Building anal Post This Card So That�t isyisibleFrom the Street ApprovedYPlans,Mustbe Retained on Job apd this Card Must be Kept < �st ed Until Final`Inspection Has:Been Made «' - .6,� , T Permit here axCertficate oaf Occupancis Requiredsuch Butldmg shall Not be Occupied until a-Final Inspectionhas been made Permit No. B-19-4171 Applicant Name: HOME WORKS ENERGY INC. Approvals Date Issued: 12/18/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/18/2020 Foundation: Location: 415 SAMPSONS MILL ROAD,COTUIT Map/Lot: 039-153 Zoning District: RF Sheathing: Owner on Record: RYAN, DAVID J&CHERYL A Contractor Name: HOME WORKS ENERGY INC. Framing: 1 Address: 415 SAMPSONS MILL RD Contractor License: 181138 2 a COTUIT, MA 02635 Est Project Cost: $6,194.00 Chimney: Description: WEATHERIZATION Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid: $85.00 i Date; ; 12/18/2019 Final: cJk /1 L312,0 Plumbing/Gas � Rough Plumbing: �. .Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withi slx months after issuance. All work authorized by this permit shall conform to the approved application and the=approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning byaaws and codes. This permit shall be displayed in a location clearly visible from access street or road.and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of.the same. 5z �J Electrical The Certificate of Occupancy will not be issued until all applicable signatures by:the Buildmg cia o and;Fire Offils are prvided on this;permit. Minimum of Five Call Inspections Required for All Construction Work:` l Service: 1.Foundation or Footing '. 2.Sheathing Inspection � :<.. Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: y_ C Application number ..• ••••• .............. Fee ...........................�•�............. �...../ Building Inspectors Initials............................. Am n ........ed..•• ....... Date issued . ........... Map/Parcel......•• CX-.391......... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ION ROOF/SIDIN&WI NDOwS/DOORS/TENT PROPERTY INFORMATION 0 1 Qoa Address of Project: I STREET VILLAGE NUMBER Phone NumberO -G 2U- 2 Owner's Name: 11 4 Zc Cell Phone Number Email Address: a f 1 Check one Residential V Commercial Project cost$ b OWNER'S AUTHORIZATION As owner of the above property I hereby authorize SL- to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK ❑ Siding ❑ Windows(no header.change)# ❑ Insulation/Weatherization ❑ Doors(no header change)# Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to O -: C�'c'Wh�e�if t W1046X00h--- CONTRACTOR'S INFORMATION a Contractor's name Home Improvement Contractors Registration(if applicable)# (g 1 6 (attach copy) Construction Supervisor's License# I O 3 32. ". (attach copy) Phone number�`� �+ �' 0 ss"�-01 Email of Contractor _ ___ VC VCADC nl n nR`iF THE.SUBJECT PROPERTY IS IN r APPLICATION UMBER............... t .............. my *For Tents only* ................. ..� Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes_ ---- Dimensions of each Tent N---(If yes please attach floor plan with exits mar ked) Additional tent dimensions can be attached on a separate iece o Purpose of Event P of paper. Check one: this event i�a: for profit Check one: Food served Yes No �nOnProfitevent__- Flame Spread Sheet of each tent must be attached. Provide a Fuel source being used LP tank 20 lbs. or> yes site plan with the location(s)of No each tent Natural Gas Yes N0— . if yes, a gas permit is required. if yes,a gas permit is required., If food is being served at your event please obtain a Health Department Wroval between the hours of 8.00am-9.30 am or 3:30pm-4:30pm. Commercial events may require Fire Department approval *WOOWCOAUPELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNERS LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor iri accordance with,780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date 'S SIGNATURE Signature Date1 I All permit applications ar sub ect to a building official's approval prior to issuance. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): HorneWOrks Energy Address: 101 Station Landing Ste 110 City/State/Zip: Medford MA 02155 Phone#:781-205-4520 Are you an employer?Check the appropriate box: Type of project(required): 1.9 I am a employer with 200 4. ❑ I am a general contractor and I 6. ❑ construction New consttion employees(full and/or part-time).* have hired the sub-contractors - 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑..Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance.$ 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.❑■ Other Weatherization employees. [No workers' comp.insurance required.] *Any applicant that.checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they ate doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.LM Mutual Insurance Policy#or Self-ins.Lic.#:#2000552 Expiration Date: 1/1/2020 Job Site Address: /S ScimpSafls M t City/State/Zip: &rns(AVA PIA �Z63� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce if un\ th s nd penalties of perjury'that the information provided bov is true and correct. h Sip-nature: Date: 12- 1,6'' 19 Phone#:781-205-4520 / wxpermitting@homeworksenergy.com Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ._lf� /rr✓ �{'•riltiir'1i//�rri.'"l� �,.l,';�lcr.'ir�irrsf- Office of Consumer Affairs and Busiriess Regulation 1000 Washingtol Street-Suite 710 Boston,Massachusetts 02118 Pome Improvement Contractor Registration Tyre- �;rrporokn .. -Registration. 'I81138 - - NOdlE WORKS EtdERGY,INC E:R(Mr[rtig. 63(Pi?02 i ,i01 STATION LANDING STE 1iC t: MEDFORD,MA 021 V) � - Updwl Addrcs.and R9w.Card. �A.'a,.rrn.trn:Fb'✓.+;r.a+'.a,..;-s+.��:..Gnt^ - _ - airi-o/Cc+,..v Md.a 9.4inacs Re9419tion - - RGUERAVROIJUAF4TCONTRACTOR - - Rcgistraiion vali0.for lndiViUuabueo ardy TYPE:Cvm etc_n hatnre-the exavatic n date.ff round ref urn to: - Reaistretfpn r lion office of Consumer Affairs and Bustneae Rcgutation- - 1BI138 71110=10?: 1000hrash o Street-Sulte.710 _ HOM5 WCRHB-['NER,Y.WC, - - a%111 M' alit 101 Si SIDN.LANDING f TE 110 _ Noi Valld withpul-siARatufO - kICOf ORD.hLti t2c65 UndtYt�ersFiaiy - - COPnrltonWealln bt NM1itsSslCriUSQitS / Construction Supeivi5ivor Specialty , l Division Of Professional Llcerlsure Board of Bilitding Regulations and Standards Restricted to C OtTSieLSCit[ttk°a`t#pttx is OrSpeca-laity CSSL 1C,insulation Contractor CSSL-103832 w � Expir es: 1011312021 1 SCOTT VEGGEBERG' 8 COVINGTON ST#1 BOSTON MA 02127 w it r< t Failure to possess a cut Ai0on of the Massachusetts State Building Code is!r Or revocation of this license. Commissioner ���= c fit..1 <..� For infonna iva about this license f Cali(617)727-3200 or visit www,mass.goWdpl ' J w Page 1 e x HomeWorks s save . n VW M�-- Energy, Inc PARTNER 101 Station Landing Ste 110,Medford,MA 02155 (781)305-3319 ext.120 Customer Name:Cheryl Ryan Email:Not provided Phone:508-420-4297 Premise Address:415 Sampsons Mill Rd,Barnstable,MA 02635 Mailing Address:415 Sampsons Mill Rd,Barnstable,MA 02635 Project ID:3906708 Date:Oct.9,2019 Job Description Measure Description Location Quantity . Unit Total Cost ` = Customer Cost AIR SEALING Other 24 hr $1,920.00 $0.00 WEATHERSTRIP DOOR &"ADD SWEEP Other 3 each $240.00 $0.00 ATTIC FLAT- 6" OPEN R-22 CELLULOSE Other 630 SF $831.60 $207.90 VENT BATH FAN THRU ROOF Other 1 each $118.75 $29.69 ATTIC DAMMING- R-38 FIBERGLASS Other 20 SF $49.20 $12.30 ATTIC HATCH: SEAL& INSULATE Other 1 each $60.00 $15.00 COMMON WALL: 2" RIGID BOARD Other 300 SF $1,155.00 $288.75 VENTILATION CHUTES Other 114 each . $397.86 $99.46 KNEEWALL HATCH: INSULATE &WS Other 3 each $127.50 $31.87 GARAGE CEILING: 10" DENSE CELLULOSE Other 625 SF $1,293.75 $323.45 Total Contractor Price and Payment Schedule HomeWorks Energy, Inc. agrees to perform the above described work,furnishing the material and labor specified for the listed tota price. Payment of the balance ofthe customer contribution is expected upon completion of the work. Customer Signatur /U� Date: Customer Phone: Specialist Signature: —� _Date: I r✓ �' LIMITED 71ME OFFER: The prices and incentives In this contract are subject to change in accordance with the sponsoring utility MassSave Home Services Program offers. Proposals can be sent to:inbox.�liomeWorksEnergy.com Page 2 c Ll `nOMeWorks mass save Energy, Inc PARTNER 101 Stotion Landing Ste 110,Medford,iNA 02155 (781)305-3319 ex t.120 Customer Name:Cheryl Ryan Email:Not provided Phone:508-420-4297 Premise Address:415 Sampsons Mill Rd,Barnstable,MA 02635 Mailing Address:415 Sampsons Mill Rd,Barnstable,MA 02635 Project ID:3906708 Date:Oct.9,2019 Project Total $6,193.66 Weatherization incentive ($3,025.24) Air sealing incentive ($2,160.00) Total Program Incentive -$5,185.24 Customer Total $1,008.42 Total Contractor Price and Payment Schedule HomeWorks Energy, Inc.agrees to perform the above described work,furnishing the material and labor specified for the listed tota price. Payment of the balance of the customer contribution is expected upon completion of the work. Customer Signatur� i. Date: Customer Phone: q Specialist Signature: Date: LIMITED TIME OFFER: The prices and incentives in this contract are subject to change in accordance with the sponsoring utility MassSave Home Services Program offers. Proposals can besert to:inbox�niHomeWorksEnergy.com a Insulation/Air Sealing Permit Authorization Specialist: Kevin Hourihan Company: HomeWorks Energy. Email: Kevin.Hourihan@HomeworksEnergy.com - Address: 101 Station Landing Cell: 5082735347 Medford,Ma 02155 ttomeWOrks _ Phone: 781-305-3319 Customer: Cheryl Ryan Address: 415 Sampsons Mill Rd Email: 0 Barnstable,MA 02635 Site ID: 3878581 Phone: I,the owner of the property identified above hereby authorize HomeWorks Energy Inc.,or their Partner to act on my behalf in obtaining any building permit that maybe required to perform insulation and/or Weatherization work on my property and all matters related to the work authorized by said permit if one is obtained. Any related permit application cost will come at no additional charge provided that the agreed Weatherization work is completed. Custome�'� Signature: Date: 10/9/2019 Cheryl Ryan _ ---v HomeWorks Energy, Inc To whom it may concern, Scott Veggeberg is a current employee of Homeworks Energy Inc.and operates under our insurance policy. Policy numbers that Scott is covered by are as follows: Commercial General Liability:793006065002 Automobile Liability:6244378 Umbrella Liability:7930060660002 Workers Compensation and Employers' Liability: MCC-200-2000552-2019A All HomeWorks Energy permits are pulled under his CSL license. The insurance provider is AIM Mutual Insurance Company. If you have any questions or concerns please contact Director of Weatherization Adam David Glenn at 774-365-2446 or adam.glenn@homeworksenergy:com. Thank You, Adam David Glenn Director of Weatherization HomeWorks Energy. . HOMEW-1 ID:LL DATE(MMIDDlYYYY) - CERTIFICATE OF LIABILITY INSURANCE - TE:(MM 2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO"RIGHTS UPON THE,CERTIFICATE HOLDER:THIS . CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND;EXTEND OR ALTER.THE COVERAGE.AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. --- ---------- IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSUREDprovtsions or be endorsed: If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A-statelnent.on ' this certificate does not confer rights to the certificate holder in-lieu of such endorsements. '" PRODUCER 978-686.2266 i cc 4TAOT Lisa Lariviere Foster Sullivan insurance PI H HE —g7g 686-2266 FAX 978 686r6410 163 Main St. �(¢A.M'N1,ow:_ aC,Ho North Andover,MA 01845 j ADDRESS:CePt Ica e5 OSterSU Wangrdup.com Foster.Sullivan Insurance LLC --- INSURERISI AFFORDING COVERAGE NAIC Ni INSURER A:SAFETY INDEMNITY INS CO i39454 INSURED Homeworks Energy Inc. IN uRENie:A.I.M MUTUAL INS.CO101 33758 — - Station Landing Suite 110 Homeland Insurance"Co'of:NY 34452' � Medford,MA 02185 �JNSURER C:_ _ _. ... .. ..' IINSURER D: I INSURER E":- L-,---__ 'INSURER.F: COVERAGES CERTIFICATE NUMBER: REVISION.NUMBER:' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED..BELOW.HAVE BEEN ISSUED.TO THE INSURED NAMED ABOVE FOR.THE-POLICY'PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT-TO'.WHICH JHIS" CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANU"CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID:CLAIMS INS AODL UBR POLICY EFF POLICY E%P TYPE OF INSURANCE f POLICY NUMBER LIMITS- I TCOMMERCIAL GENERAL LIABILITY I i EACH OCCURRENCE — S. 1'QOD'BBD i CLAIMSMADE X DCCUR 7930060650002 !.04101120191 0410112020;DAMAGE TO RENTED :..500,000 MED EXP lAny one_ rson ! 10,000 InERSONAL&.ADV J[J�IURY .'. 1,000,0001. - 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER I GENERAL AGGREGATE ( 1 POLICY�` PFL`T LOC i ..PRODUCTS•COMP/OP AGG 2,00,0,000 " 'OTI IER .. F...___. _ -- A AUTOMOBILE LIABILITY -T�-' _ .CO ae�e U INGUE L IT 3 �,000 OOO ANY AUTO 6244378 0410112019 04I6112020 BODILY INJURY(Pe perso OWNED _I SCHEDULED - .,. AUTOS ONLY X AUTOS i B OILY INJURY.(Per acclden0l$ y TO q p 1 - AUTOS ONLY t X AUTOS ONLY �eOR�e DAMAGE " 9 L UMBRELLA LIAR X;OCCUR ! EACH OCCURRENCE X Excess uas ;CLAIMS-MADE! 7930060660002 1.04101/201910410112020 AGGREGATE DEC) ,X I RETENTION$ - --.._._. B !WORKERS COMPENSATION X:`01 * I " PER OTH• LAND EMPLOYE RS'UABILITY YIN ZANY PROPRIETOR'PARTNEWERECUTIVE MCC-200.2000552-2019A 011011201910110112020 E".0 EACH ACCIDENT !f_ .1;000,0DO 'OFFICM- MEMBER EXCLUDED? N/A. �1;000,000 (Mandatory In NH) ! EL DISEASE•EA EMPLOYE" Ifyes,tleccnha Jnder - i 0,000 DESCRIPTION OF OPERATIONS below_ - ! I E.L'DI$EASF I • I I L, tVlaVnPTCe NV nPy ERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be anachetl it arB space Ia required) Lam_ ... CERTIFICATE HOLDER CANCELLATION - i I. .SHOULD ANY-Of THE ABOVE IDESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION'DATE. 'THEREOF, NOTICE WILL::BEf DELIVERED IN -', ACCORDANCE WITH.THE POLICY PROVISIONS':: HOmeWOrkS Energy - -- - 101Station Landing Ste 110 Medford,MA 02155 ;AUTHORIZED REPRESENTATIVE ACORD 25(2016103) 01988.2015 ACORU CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Q�1'1'� Ol��n �Gv��p 2012-07-byme.jpg Ch ;,. Fe 1T'Mkflp""5(}�y# P S j F/ +ia 1FiY �� ��' •�9bW'Jty�[� CYQ� I .;a'y c ���+y��gy� q F � ��, iOA Ui� raVu �Il �.:�d uii li gii;n �`Iwl li o 8 Ju k ft�� pIA pylli rt ',r u 4 d ' htt �l &wN q RI, �yy*���,ii� a # . +a".,.�36}++, ', p>, 4 $' fir€ 29i `,l5y13,�` Q}�rnm 3'.p�.�ry�yb4y unit e+ S 9.} t i I -I -- -- - - I-- i _ _ _ ---- - I L Ilk QVI I v. --dam 11 - � ----_ --- --- -----�-_ _ -__. . ---I -! - --- -_ 1 ! I --E it ,r• kv - I I Q_ _ Q I I . a _ I { I � t„E r Town of Barnstable *Permit#4o- 3 9 c,/7 Expires 6 months from issue date. >AMNSTB Regulatory Services Fee marts. Thomas F.Geiler,Director sb3� <� rsa� Building Division a Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address Ta-e-s`idential Value of Work' Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address it Le P6/ ? T Contractor's Name a L Telephone Number -7 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance X-P PERMIT IT Insurance Company Name Th? Vie 5 f""" ii�� O C T 18 2006 Workman's Comp.Policy# `�A 77 YIS 6 04 7"© to Copy of Insurance Compliance Certificate must be on file. TOWN OF BARNSTABLE Permit Request(che box) �roof tripping old shingles) All construction debris will be taken to ot stripping. Going over existing layers of roof) ❑ Re-side. ❑ Replacement Windows. U-Value (maximum.44) *Where required; Is of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Fjoperty Owner must sign Property Owner Letter of Permission. Te Im ovem t Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise071405 A/LG t/V/!///LV/i/YLµL41i V, 1I1 KUJµ{.ILµVG4La7 d/ Department of Industrial Accidents Office.of Investigations; d 600 Was Street y� Boston,3M 02111' www.massgov/dia Workers' Compensation,Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ,pplicant Information Please Print Le ibl fame (Business/orpnization/inavidual): > 14 Adress• :ity/State/Zip: ��„ �„ _ ' Phone#: re you an employer? Check the-appropriate box:. Type of project(required): ] I am a employer with 4. (-I a—m a general contractor and I 6 employees (fail'and/or part-time).' have hired the sVb-contractors ❑New construction ] I am a sole proprietor or partner- listed on the attached sheet 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for mein any capacity. workers' comp.insurance. g ❑ gig addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.]. officers have exercised their 10.❑ Electricalrepairs or.additions I am a homeowner doing all work right of exemption per MGL II Pl ibmg repairs or additions myself[No workers' comp. c. 152, §1(4), and we have no. 12. oof repairs insurance required.],t employees. [No workers 13.❑ Other camp.insurance required.] y applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: )meowners•wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such atractors.that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information n an employer that is providing workers'compensation insurance for my employees'Below is the policy and job site 9,rmation. r , aranee.Company Name: `9?0 �D I eS icy-#or Self-ins.Lie.#: e Expiration Date:' 'lad 'i •7 Site Address: ,�Sl.v S t�� City/State/Zip: .ach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). lure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a up to$.1,500..00 and/or one-year imprisonment; as well as,civil penalties in the form of a STOP-WORK ORDER and a fine ip to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of estigations of the DIA for insurance coverage verification. hereby certify r th 'ains and penalties of perjury that the information provided above is true and correct nature: Date ane#:. Ofcial use only. Do not write in this area,to be completed by city,or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical In S.Plumbing Inspector 6.Other Contact Person• Phone#: . `.TUN-23-2006 00:c5 FROM: 'r6':15eaowwa,; F•i ACORD CERTIFICATE OF LIABILITY INSURANCE A. 06/22/2006 nromuea+ SCHLBGEL b SCHLSGEL ZIQSURhNCB ONLY AND CONFERS N4O RIGM UPON THE CERTIFICATE HOLIDM ?"a C:9i'TNFICATE DOER 7?4OT AAKNO, EXTEND OP ALTER THE COVERAGE AFFORDED BY THE POLICIES flIELOW. 34 MAIN $TRUST ATE 28 WEST YARMOUTH, LO. 02673 INSURERS AFFORDING COVERAW NAICA NORTHLAND JNSMq ANCE Paul Buckmiller tNs a TPAVERLERS —" DRA SUCKMXLLER RDONPIN6 Syannia, MA 02601 e I COVERAGES TM POLICIES OF INSLRkN.E LISTED BELOW HAVE 5EEN ISSOM TO T!iF ;N3URED NAMED ABOVE FOR T.tE POLICY PERIOD INDICATED. NOTIA'THSTAHDINO ANY RECUIREMSM7, TERM OR CONDMOt3 Oe fib f CONTRACT OR U"•HER DOCUMENT N7" RESPECT T3 WHICH THIS CERTIFICATE MAY eE ISSUED OR MAY PEHIAMi. THE 84SLIRAAM9. AFFORDED BY rAE POLICIES VESCRIEED HERON iS SUBJECT TO ALL THE TFRW,, EXCLUSIONS PND CONDITKm OF SUCH POLICIES.A13WM43kTE LIMIT'S SHOWN MAY NK-,T-BEEN REDUCED BY PND CLAM. is= -_,r......_. _____.-T-vdMTFIFECm YOLPCYfJtPINAtRN I L7R, TYiE/Y ; PDI•A:YRAIUlIFIt DATEI M1F.(MYtaNY1Fj -LMIB LIABsmF i CP46895 ^ 0�>15/a6 a5/15/a� _ �►1,000,-aoa I _ R ? X �RMME'.CW;.GfTE4N.UVIUTf , I PRCPREI{aFi-- 1$50,OOL? ..... . CLAAI314AEX �J om" w mp -�sEXCLVAED -- 1 j +-A _ cERSCINAL s�ADV I"1* i 1,000,000 _ e,EWJtft TE s2,000,.000 G04LA0GAEGAMUW AWL16 PM � PRODUCTS•cowmp,66 12,000,000 tcY t PWRC"'r we - AVTDNODSELIA9LM I COM9►1EW 6MlCt&LSIR 1 'ANY At!!O :Alt OYIMBD AUFGLY I Domy"my b'ar paNTm) i Se►IBDUI,Sn.AUTav f _ 18RSIALR08 i ��Os.Y saArRY i i aouowNT�IAuros � :craatt�nn ---- � -.-_-- FHOPERIY OMIAfE' i Fw aed" 4MNB614ARIM AUTO OIB.Y:EA ACCIDFM i ANYAVFO i TYflfcR 7MV1 EA ACC S j AUTO MV: er�asASITe�Asausnv �� HaaToci,�+e+� 'a RATOfI1CK i 3 B ,vuoaltEAseowPT?AaAaMAIM 7PJTTA-74$0A7-06 04(11/O6 104(11./07 X rci�vL Ts i By EACNnCCt ENT _ s 100�00D ANYPROPRETanroARtt+F.R�execu7rre I OFArAmAswm°'cam' T:T 19DTl13D•P/1IS,6'1AYEE i 10(1,000 +B'Pt:'dAL PRDUTSMN .s t E!DLSEA9E•POLICY JhLR s 500,0a 0 �T OTER OEACRIPf10NWOPFFlQIDM/L9CA71aI1B YTSA(:LtEfEL7141ON9AOM8YEMD01MEMSITfOMIAL PW&OM PAIL BUCrKXT ..YR 18 EXCL'u ISD ?ROAN CCVERKGE 'U?YL'ER THIS ":MAERS CQUIENSATIM POLICY CERTIFICATE HOLDER CANCELLATION COMY&COREY womi, Am OF Tie M4a PrAx W TW cAJOCCLUo b2f(m I'm Nxpf ATlm 1994 FALMOUTH RD DATB rmmoF. na 16aTJIr6o 8T8im rNmL mmAvon To BwA 21 DAYS VJW'6N CBUTEMLLE ,L•9i 02632 NOTICE 70 Tm C6rarATF HOLM TO THE LEFT. BUT FAST M TO oo SO SHALL MWM NO OBUQA7WN OR UANLr Y MNY RM UP" It* 90UWL M A=nu oR FAX SOO-457-7790 R[�SBIM' ACORD 15 ACM CORPOR WJ T P �✓la�l Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 136066 ' - Exp�rat on 616l2008 Type DBA COREY&COREY-HOME IMPROVEMENTS CHARLES COREY ti r 1684 FALMOUTH RD.... . ' r �•fr '� ' CENTERVILLE,MA 02632 Deputy Administrator y I � � - ' � t .� ✓1ze Vo�aina�iu�uaa� ��� . BOARD OF BUILDING REGULATIONS �ry License: CONSTRUCTION SUPERVISOR ~ Number CS 002881 Birthdate-- 02/14/19,43,Y Expires, 02/14/2008 Tr.no: 19666 j Restricted CHARLES E COREY ' 1694 FALMOUTH RD#1.15 I CENTRERVILLE MA 02632 Commissioner I Y POSSIBLE EXTRA CARPENTRY: Any Rotted or Otherwise Deteriorated Trim Boards, Plywood Sheathing,Missing Metal Flashing, Side Walling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra: Materials Plus 20% and Labor at the Rate of$ 50.00 per Hour. PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the i Final Payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE: All Roof Work is Normally Scheduled for Completion Within 30 Days of Acceptance and Receipt of Deposit providing the Materials are Available. Please Make Checks Payable to: CHA LES COREY COREY & COREY Warranties the Shingles and Labor for 10 years. CERTAINTEED Warranties the shingles and labor 100% for the First 10 Fears and then on a pro-rated basis for 30 Years Total if the shingles becomes defective. CERTAINTEED Warrants the Shingles up to a 60 MPH WIND WARRANTY. CERTAINTEED Warrants the Shingles to be Algae Resistant for a Full 10 Years. Any alteration or deviation from above specifications,will be executed only upon written orders and will become an extra charge,over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado,and other necessary insurance upon the above work.. This proposal may be withdrawn by us if not accepted within thirty days. COREY & COREY carries Workman's Compensation and Public Liability Insurance on the above work DATE OF ACCEPTANCE: inbo ACCEPTED BY: SUBMITTED BY: 70 %orvt F-A /A/ VVL C RAVE R A , CAMRLES MfWY HOMEOWNER COREY & C RE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^ACC DATA TOWN OF BARNSTABLE` UILDING PERMIT APPLICATION Map Parcel rJs n : Permit# �a0 IDS �• N Health Divisio '' 4 Date Issued Conservation DivisionQ Fee / :3, Ud � P�'�Tax Collector YTtM MUST FECOMPLIANC,: 000 •&SA Treasur 1��i M71ITLE 5-- Planning Dept } E6�11R 01%,ENTAL CODE RE �A Date Definitive Plan Approved by Planning Board Totrav Historic-OKH Preservation/Hyannis ' * Project Street Address ' 111✓ - �' SI �� 'Village' Coil - ti w� YI ::Owner .l� t��v Address Telephone AID �7A Permit Request - CC115AZL16T i _ GYI O Square feet: 1st floor:*existing proposed 873 2nd floor: existing — proposed _ Total new Estimated Project Cost 3 Zoning District * AF Flood Plain C Groundwater Overlay AP Construction Type 4�uoU Z> Lot Size Z714 797 5•t , Grandfathered: ❑Yes ❑No If yes,attach supporting documentation.. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �kNo . On Old King's Highway: ❑Yes *No Basement Type: ❑Full ❑Crawl , ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing Z' A new Half:existing O new y Number of Bedrooms: existing_ new 6 Total Room Count(not including baths): existing 61 new_ 7 First Floor Room Count Heat Type and Fuel: O Gas ❑Oil ❑ Electric'• ❑Other Pentral Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes• ANo Detached garage:❑existing ❑new size Pool:❑existing'❑new size Barn:❑existing ❑new size Attached garage:❑existing, Xnew size 2J 4�7,2 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes A"".No ... If.yes,site plan review# _ Current Use., tf z I ej6LC Proposed Use �t`�1�I/i-HI(,::C + BUILDER INFORMATION Name /�/�'I� � l l,c/U� Telephone Numbe�&-z, Address /3 7/f�l� >.1 L�/� License# D 1 Z !?5_.3 d2T2i O21�r Home Improvement Contractor# Worker's Compensation# W C 71 ALL CONST UCTION DEBRI RESU ING FROM THIS PROJECT WILL BE TAKEN TO h S 'VATURK,,(l _ . I FOR OFFICIAL USE ONLY _ �' It, = PERMIT NO. �f DATE ISSUED, MAP/PARCEL NO. . • s,. r — ADDRESS r 1.r w 'VILLAGE OWNER — DATE OF INSPECTIO _ FOUNDATION s ' L FRAME F t INSULATION, y, FIREPLACE ELECTRICAL: ROUGH FINAL _ ' 'PLUMBING:' ROUGH FINAL J s GAS: ' rROUGH' FINAL i~ FINAL BUILDING-e` f. DATE CLOSED OUT f �` ASSOCIATION PLAN NO. . t RA _ The Town of Barnstable NAft 201 Depart'nient of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Olzoe: 508 790-6227 mph cressen Fax . SM-775 3344 Building Commissioner For office use only Permit no. Date AfMAVIT HOME P"ROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL C. 142A requires that the"reconstruction,altetatious,reitmtion,repair,madetnitadM conversion, imprawemettt, removaI. demolition, or Construction of an addition to any pre-pdsti:ag owner'omupied building containing at least one but not more than four dwelling units or to swactutes wuick am adjacent to sla residence or building be done by registered contradors,with certain Vooe ions,Moog with other Type of Work: /1"f7D 1 TI U A ESL Cost ' 110a 8 Address of work: Owner Namc: E Date of Permit Application I hence ctnifv that; Registration is not required for the following rrason(s): Work c►eluded by law Job tinder S I,000 Building not owwner-occupied R Owna puffing carp permit ry Notice is hereby gig-ert that: OWNERS PULLING THEIR OWN PERNT OR DEALING WrM UNREGISTERED CONTRACTORS FOR APPLICABLE HOME 1WROVEMENT WORK DO NOT HAVE ACCESS. TO THE ARBCfRATION PROGRAM OR GUARANTY FUND„UNDER MGL c. I42A SIGHED UNDER PENALTIES OF PERJURY ' I hereby apple for a permit as the agent of the owmcr: - Date U Registration No. OR Date - Owner's earn e HOME IMPROVEMENT CONTRACTOR Registration: 104804 Expiration:. 7115102 Type: Private Corporatio LAGADINOS BUILDING 8 DESIG Nicholas Lagadinos 13 Thankful Lane ADMINISTRATOR COtult NA 02635 . t T BOARD-OF BUILDING REGULATIONS License:/CONSTRUCTION SUPERVISOR •: Numberz C8 012653 �•x:, Bi ate -Z7-t 6!1954 1G a a Ezpr 7%-001 Tr.no: 11689 esf q4 To: OU ; NICHOLAS A LAG ADINOS 13 THANKFUL + COTUIT, MA.02635 Administrator +; K i J ^s2<ts`.:. ,��wps�,�'Y .�:v+r 2r--.sn rr.�Y�'*w ,.'A"' %"r.��'t^,,�� "."+"rf�"` a i �" .'R.��,.+�'d° zip �v ,;i 2 .M� a � C w n�..� -}.c^w,A,.-s'•s-. ' The Commonwealth of Massachusetts . -" r Department of Industrial Accidents _ Ofllce0I Mst/yatIM 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: city- phone I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. t company name � °/ S_Bl>/G'D/njA- address' city phone#: / "l d/ insurance c olicv# [] I am a sole proprietor, oeneral,.contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address: cirv: phone=: insurance co. DOlicv comp'try name, -- address: city- phone-: insurance co policy u 'Attach additional sheet if aec 3s_an 'c > Failure to secure coverage as required under Section 25A of,'YtGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one years'imprisonmcnt:as w ell as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day ao_ainst me. I understand that a copy this tatement ma. be forv+ar to the Office of Investigations of the DIA for.covcraoe verificarion. � od bt cei n f fperjuryThat the information provided above is true,and corTect. Sienatur , � /�7 Date IV m rn p Print nae Z�/lqU/AP Phone f oMcial use onh do not -rite in this area to be completed by cin"or town o(rci2l' ein or town: permit/liccnsc= MBuilding Department [)Licensing Board 0 check if immediate response is required OSelectmen's Office OHealth Department contact person: phone#: rIOther i trc .Sc,f PJAI c MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 I �, Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-22-2001 DATE OF PLANS: 03-01-01 TITLE: Ryan Addition PROJECT INFORMATION: Ryan Addition Sampsons Mill Rd. Cotuit, MA 02635 COMPANY INFORMATION: Lagadinos Building and Design Inc. 13 Thankful Lane Cotuit, MA 02635 COMPLIANCE: PASSES Required UA = 162 Your Home = 161 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---- --------------------------------------------------------------------- CEILINGS 600 30.01 0.0 21 WALLS: Wood Frame, 16" O.C. 784 `13.0� 0.0 65 GLAZING: Windows or Doors. 38 0.320 12 DOORS 100 0.400 40 FLOORS: Over Unconditioned Space 484 19.0 0.0 23 HVAC EQUIPMENT: Boiler, 84.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. 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. T ACa ase ted to heat or cool the building shall be no thesign oad as specified in Sections .? MR 1 a Builder/Designer Date I MAS,check•INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Ryan Addition DATE: 3-22-2001 Bldg. I Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-13 Comments/Location WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.32 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.4 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] I 1. Boiler, 84.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] ( Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] 1, HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-11, 1.25-2" 2.5-411 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 + refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING I CIRCULATING MAINS ,& RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I .' 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0. 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ---------.---------------- `In 4 l BUILDING 13 Thankful Lane Cotuit, MA 0263 DEIGN 508-428-4097 Fax 508-428-770 March 22, 2001 Barnstable Buildign Dept. Re: Ryan Addition Energy Calculations Floor Area Dining 186 Mud 90 Bath 68 Loft 140 Total S.F. 484 Walls 784 s.E Floor 484 s.f. Ceiling 600 s.L Windows 1 And 2432 8.54 1 And 2446 11.87 3 And C-13 18 Total 38.41 Doors 1 6068 FWH 41.5 3 2868 Thermatrue 58.77 Total 100.27 f .= ESTIMA TED PROJECT COST WORKSHEET VING SPACE Vale LI feet X$115Js (high end construction) � square q• foot (above average construction) 3 �Z G square feet.X$961sq.foot= (average construction) square feet X$57Isq. foot= -610 GARAGE (UNFINISHED) square feet V$ZSJsq.foot= Z. 3 �-Z PORCH square feet X$20/sq.foot= 0 DECK O e* square feet X$151sq. foot= D OTHER square feet X M/sq. foot Total Estimated Project Value SIC 3i t Page Ryan Addition Kitchen.dsn LOUTSIANA-PACIFIC CORPORATION / WOOD-E DESIGN❑2001 . 1. 2 04/19/01 07 : 54 : 13 COMPANY: Lagadinos Building and Design Inc. JOB ID: <Ryan-,Addition Kitchen Ceiling Beam STATE: MA CODE: SSBC **WARNING** DO NOT USE THIS DESIGN AFTER: 3/l/2002 PRODUCT: 2-PLY 1 .750" X 9. 250" GANG-LAM LVL 2950Fb 2 . 0E ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD --------------------------------------------------------------- ACTUAL 1021 5297 1014 0. 217 0. 304 ALLOWABLE 12630 6259 0. 446 0 . 669 STRESS INDICES 0. 419 0. 162 L/739 L/528 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON "NAILS ON EACH FACE STAGGERED AT 12 . 00" C/C. *** CONTACT HANGER MANUFACTURER FOR APPROPRIATE HANGERS. *** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL PLIES. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- SPAN 1 13. 500 ' TOTAL SPAN: 13. 50 F, DESIGN CRITERIA FOR FLOOR BEAM (UNFACTORED LOADS) ------------------------------ LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT ----- ----- -------- ------- ---------- ---------- 40 10 00-00-12 SIDE L/360 L/240 SPAN CARRIED IS NOT CONTINUOUS. LOAD PATTERNS (UNFACTORED LOADS) ------------- CASE SPAN SHAPE TYPE SOURCE Wl W2 X1 (FT) X2 (FT) --=- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 *UNIF DEAD FLOOR 9. 6 PLF 0. 000 13. 500 ALL 1 *CONC DEAD FLOOR 400 . 0 LBS 5 . 500 +1 1 *UNIF LIVE FLOOR 1. 3 PLF 0 . 000 13. 500 1 1 *CONC LIVE FLOOR 1200. 0 LBS 5. 500 +2 1 *UNIF LIVE FLOOR 0 . 0 PLF 0. 000 13. 500 Page 2 Ryan Addition Kitchen.dsn 2 . 11„ *CONC LIVE FLOOR 0. 0 LBS 5 . 500 * INDICATES SIDE LOAD. + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBS) LDF -------------- ---- --------------- ----------- 1 5297 1014 1. 00 2 1474 300 0.90 UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ----------------------------------------------------------------------------- REACTIONS FOR TOTAL LOADS ------------------------- CASE BRG#1 BRG#2 1 1021 725 2 302 228 REACTIONS FOR DEAD LOAD ------------------------ CASE BRG#1 BRG#2 1 302 228 2 302 228 REACTIONS FOR LIVE LOAD ----------------------- CASE BRG#1 BRG#2 1 720 497 2 0 0 CASE BEARING SIZES (IN) 1 3. 00 3 . 00 2 3. 00 3. 00 CONCENTRATED LOADS ------------------ SPAN TYPE W1 (LBS) Xl (FT) MIN BRG(IN) 1 DEAD 400 . 0 5. 5 2 . 50 1 LIVE 1200. 0 5. 5 2 . 50 LIVE LOAD DEFLECT TOTAL LOADDEFLECT DEAD LONG TERM CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ACTUAL DEAD ACTUAL ---- ---- ------ ------ ----- - ---- ------ ----- ------ ----------- 1 1 0.217 0. 446 732 0. 304 0. 669 523 0. 087 0. 130 2 1 0. 000 0 . 446 0 0. 087 0 . 669 1831 0. 087 0. 130 **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN 'SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS . STRESS INDICES CASE MSI VSI -------------- ---- ----- ----- 1 0. 419 0. 162 2 0 . 130 0. 053 SLENDERNESS RATIO = 2 . 64 LIMIT = 10. 0 Page _3 Ryan Addition Kitchen.dsn VERIFY FOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES . YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, OR LPI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION Ryan Addition Kitchen Ceiling Beam MA Lagadinos Building and Design Inc. 2001.1.2 Allowable Stress Design NOTE: LOAD TABLE DESIGN CRITERIA VSI: 0.16 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT - DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LIVE LOAD. = 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 10 PSF BRACING,OR OTHER LATERAL BRACING THAT TOTAL LOAD = 50 PSF IS ALWAYS REQUIRED IS THE RESPONSIBILITY DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF OF THE PROJECT ARCHITECT OR ENGINEER. FT-IN- FT-IN- FLOOR SPAN CARRIED 0.06 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 10 PLF 00-00-00 13-06-00 1. 00 LATERAL STABILITY. UNIFORM FLOOR LIVE SIDE 1 PLF 00-00-00 13-06-00 .000 DEFLECTION CRITERIA 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. CONCENTRATED FLOOR LIVE SIDE 1200 LBS 05-06-00 MINBRG=2.50" 1.000 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. CONCENTRATED FLOOR DEAD SIDE 400 LBS 05-06-00 MINBRG=2.50" 0.900 TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: GANG-LAM TO SIZE. 6.THIS GANG-LAM IS TO BE USED AS A THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. CODE COMPLIANCES FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM LVL OR LPI JOISTS IS REPORT 4 STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BOCA 97-53 7.PROVIDE COMPRESSION EDGE BRACING AT BY A DESIGN PROFESSIONAL. ICBO ER-5004 EACH END OF COMPONENT. L.A. City RR 25167 PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. SBCCI 9490C NOTE FOR DOUBLE MEMBER CCMC 11518-R ' ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 16d ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. COMMON NAILS ON EACH FACE STAGGERED AT 12.00"C/C. THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT ' CONTACT HANGER MANUFACTURER FOR DEFLECTION LIMIT OF U360.FOR STIFFER FLOORS AND BETTER APPROPRIATE HANGERS. PERFORMANCE,U480IS HIGHLY RECOMMENDED. ' MAKE PROVISIONS TO TRANSFER CONCENTRATED - LOADS EQUALLY TO ALL PLIES. SUPPORT REACTIONS (LBS): " CASE B E A R I N G N U M B E.R - - 1 2 1 1021 725 2 302 228 ' MIN BEARING SIZES (IN-SX) 3- 0 3- 0 9.250 - 1.750 CEC 3.500 CROSS SECTION MAXIMUM DEFLECTIONS *_ CALCULATED ALLOWABLE - - LIVE LOAD 0.22" - 0.45" *DEAD LOAD 0.13" - - 13- 6- 0 TOTAL LOAD 0.30" 0.67" •••THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information Gang-Lam LVL and CTR,LPI Joist Specifications Software Provided By: Tempos and permanent bracing for holding component The use of this component shall be specified b the desi ner of the Supports and connections for Gang-Lam LVL and CTR,LPI Joists to be LP Engineered Wood Products 04/19/01 SSBC Temporary 9 9 P P P Y 9 PP 9 plumb and for resisting lateral tomes shall bed to designed and complete structure.Obtain all the necessary complete compliance approval specific applications. 2706 Highway 421 North installed nt others. No loads are to be applied to the and instructions from the designers of the complete structure before using'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for tOd Wilmington,NC 28401 component until after all the framing and fastening are this component cone re If the design criteria listed above does not meet local and 3"for 8d. Local (910)762-9878 completed.At no time shall loads greater than design loads be building code requirements,do not use this design.When this drawing is 'Do not cut,notch,drill or alter Gang-Lam LVL and CTR,LPI Joists except as shown applied to the component. signed and sealed,the structural design is approved as shown in this in published material from LP any use of Gang-Lam LVL and CTR,LPI Joists contrary National Wals (800)999 9105 Design Criteria drawing based on data provided by the customer. Gang-Lam LVL and to the limits set forth hereon,negates any express warranty of the product and LP 9 CTR,LPI joists are made without camber and will deflect under load. disclaims all implied warranties including the implied warranties of merchantability The design and material specified are in substantial Wood in direct contact wdh concrete must be protected as required by and fitness for a particular use. code.Continuous lateral support is assumed(wall,floor beam,etc.).LP conformity with the latest revisions of NDS and AITC.'Dead DWG # load deflection includes adjustment factor for creep.Total load does not provide son-siteneers inspection.Thiswowdrawing must have an LP is a trademark of Louisiana-Pacific Corporation. deflection is instantaneous. Architect's or Engineefs seal aflxed to be considered an Engineering SHEET # document. File:C:\My Documents\woode.SPX .Pag '+ l Ryan Addition Loft.dsn LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN❑2001 . 1 . 2 04/19/01 07 : 57 : 51 COMPANY: Lagadinos Building and Design Inc. JOB ID:C Ryan. Addition_ Loft Beam STATE: MA CODE: _SSBC-*-*WARNING** DO NOT USE THIS DESIGN AFTER: 3/l/2002 PRODUCT: 2-PLY 1. 750" X 9.250" GANG-LAM LVL 295OFb 2 . OE ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD -------------------------------------------------------------- ACTUAL 1586 4658 1569 0.200 0.260 ALLOWABLE 12630 6259 0. 396 0 . 594 STRESS INDICES 0. 369 0. 251 L/711 L/549 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT -THE ABSOLUTE MAXIMUM ACTUALS . **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES { CONNECTION *** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12 . 00" C/C. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END (OF COMPONENT. STRUCTURAL GEOMETRY 1 ------------------- SPAN 1 ,1.2_0 0,0' TOTAL SPAN:* 12 . 00 FT DESIGN CRITERIA FOR FLOOR BEAM (UNFACTORED LOADS) ------------------------------ LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT ----- ----- -------- ------- ---------- ---------- 40 10 10 .2001 SIDE L/360 L/240 SPAN CARRIED IS NOT CONTINUOUS . LOAD PATTERNS (UNFACTORED LOADS) ------------- CASE SPAN SHAPE TYPE SOURCE Wl W2 X1 (FT) X2 (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 *UNIF" DEAD FLOOR 60. 3 PLF 0. 000 12 . 000 +1 1 *UNIF LIVE FLOOR' 204 . 0 PLF - 0..000 12`. 000 . +2 1 *UNIF LIVE FLOOR 0. 0 PLF 0 . 000 12. 000 * INDICATES SIDE LOAD. + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBS) LDF -------------- ---- --------------- ----------- ---- 1 4658 1569 1 . 00 2 1062 358 0 . 90 �Pagc�. 2 Ryan Addition Loft.dsn UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ----------------------------------------------------------------------------- REACTIONS FOR TOTAL LOADS ------------------------- CASE BRG#1 BRG#2 1 1586 1586 2 362. 362 REACTIONS FOR DEAD LOAD ----------------------- CASE BRG#1 BRG#2 1 362 362 2 362 362 REACTIONS FOR LIVE LOAD ----------------------- CASE BRG#1 BRG#2 ---- ----- ----- 1 1224 1224 2 0 0 CASE BEARING SIZES (IN) 1 3.00 3. 00 2 3. 00 3. 00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT DEAD LONG TERM CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ACTUAL DEAD ACTUAL ---- ---- ------ ------ ----- ----- ------ ----- ------ ----------- 1 1 0. 200 0 . 396 704 0 .260 0. 594 543 0 . 059 0. 089 2 1 0. 000 0. 396 0 0 . 059 0 . 594 2382 0. 059 0. 089 **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. STRESS INDICES CASE MSI VSI -------------- ---- ----- ----- 1 0. 369 0. 251 2 0 . 093 0. 064 SLENDERNESS RATIO = 2. 64 LIMIT = 10. 0 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, OR LPI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION I Ryan Addition Loft Beam MA Lagadinos Building and Design Inc. 2001.1.2 Allowable Stress Design MSI: 0.37 NOTE: LOAD TABLE Z tShAMb 1.1b A V.201JI ULZU51JI-2.0DESIGN CRITERIA VSI: 0.25 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSISTS OF 2 — PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER (REFER TO NOTES). LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD - = 10 PSF7 TOTAL LOAD = 50 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT—IN—SX FT—IN—SX FLOOR SPAN CARRIED 10.20 FT - OFTHEPROJECTARCHITECTORENGINEER. UNIFORM FLOOR LIVE SIDE 204 PLF 00-00-00 12-00-00 1.000 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 60 PLF 00-00-00 12-00-00 0.900 DEFLECTION CRITERIA " LATERAL STABILITY. LIVE LOAD DEFL: L /_360 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. WARNING NOTES: TOTAL LOAD DEFL: L / 240 4.SHIM ALL BEARINGS FOR FULL CONTACT. 5.VERIFY DIMENSIONS BEFORE CUTTING THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. GANG-LAM TO SIZE. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM LVL OR LPI JOISTS IS _ 6.THIS GANG-LAM IS TO BE USED AS A STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES FLOOR BEAM ONLY. BY A DESIGN PROFESSIONAL. REPORT 0 BOCA 97-53 7.PROVIDE COMPRESSION EDGE BRACING AT ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. ICBO ER-5004 EACH END OF COMPONENT. L.A. City RR 25167 THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT SBCCI 94 90C DEFLECTION LIMIT OF L/360.FOR STIFFER FLOORS AND BETTER CCMC 11518—R `ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 16d PERFORMANCE,U480 IS HIGHLY RECOMMENDED. COMMON NAILS ON EACH FACE STAGGERED AT - 12.00"C/C. - SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 1586 1586 2 362 362 - MIN BEARING SIZES (IN—SX) 3— 0 3— 0 9.250 1.750 3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE - LIVE LOAD 0.20" 0.40" _ - *DEAD LOAD 0.09" 12— 0— 0 TOTAL LOAD 0.26" 0.59" - •'"THIS DRAWING IS NOT.TOSCALE'•* Handling&Erection Miscellaneous Information Gang-Lam LVL and CTR,LPI Joist Specifications Software Provided By: Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for Gang-Lam LVL and CTR,LPI Joists to be LP Engineered Wood Products 04/19/01 SSBC plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval specific applications. 2706 Highway 421 North installed by others. No loads are to be applied to the and instructions from the designers of the complete structure before using'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10tl Wilmington,INC 28401 component until after all the framing and fastening are this component. If the design criteria listed above does not meet local and 3"for 8d. 910 'completed.At no time shall loads greater than design loads be building code requirements,do not use this design.When this drawing is 'Do not cut,notch,drill or alter Gang-Lam LVL and CTR,LPI Joists except as shown Local ( )762-9878 applied to the component. signed and sealed•the structural design is approved as shown in this in published material from LP any use of Gang-Lam LVL and CTR,LPI Joists contrary National Wets (800)999 9105 Design Criteria drawing based on data provided by the customer. Gang-Lam LVL and to the limits set forth hereon,negates any express warranty of the product and LP 9 CTR,LPI joists are made without camber and will deflect under load. disclaims all implied warranties including the implied warranties of merchantability The design and material specified are in substantial Wood in direct contact with concrete must be protected as required by and fitness for a particular use. conformity with the latest revisions of NDS and AITC.•Dead code.Continuous lateral support is assumed(wall,floor beam,etc.).LP DWG # load deflection includes adjustment factor for creep Total load does not provide on-site inspection.This drawing must have an LP is a trademark of Louisiana-Pacific corporation. . deflection is instantaneous, Architect's or Engineer's seal afixed to be considered an Engineering SHEET # document. File:CAMy Documentskwoode.SPX ALL14MCE Pro uct n x t F « . •f. d _w t.. �r .a. t 1- Ig, P a iis 4 -�>•,'.�'�'s xv,:v3k Pam' �,•a;rp �`r_`y$r����&..13� �'"m..�,aw.� y _ �' - .., ' S u^• *4CIA L dil Ma s>z.. 17Da f r y r 4tn Editran U,S � �i. r- � i - L } Maximum Floor Spans—Glued & Nailed Working Stress Design100% Load Duration - t Minimum Code,Criteria Improved Performance LI360 Live Load U480 Live Load ' �IOtl? Livetoead 12" 16" 19.2" 24" 12" 16" 19.2" 24" Load(PSI) Notes: 9 %2" 4011 20'-8" 18-,0" 16'-6" 14'-9" 18'-8" 17-1" 16'-1" 14' 9' I. Spans apply to simple span 4011 19'-10" 17'-2" 15'-8" 14'-0" 18'-8" 1 T-1" 15'-8" 14--0" application only 4012 19'-0" 16'-6" 5'-0" 13'-5" 18'--8" 16'-6" 15'-0" 13'-5" 2. Minimum end bearing length is 4013 17'-7" 15'-3" 3'—I I" 12'-5" 17'-7" 15'-3" I T-11" 12'-5" ............................... .................................. .................................. . .............................. ................................ !8",except for bold spans min.3-V2a- I I /s" 40/10 24'—I' 0'-10" 19'-0" 17'-0"... — 20'-3" 19'-0" 17'-0" —� 40/15 J2' 119'-10" 18'-2" 16'-3 22'-3 19'-10" 18'-2 16'-3" 3. Maximum spans are measured 40120 19'-0" 17'-4" 15'-6" 22'-0" 19'-0" 17'-4" 15'-6" centerline to centerline ofbearing and are based on — 40130 17'-7" 16'-1" 14'-4" 20'--4" 17'-7" 16'—I" 14'-4" N ................................... ................:........................................................................................................... uniformly loaded joists. 14" 4011023'-1" 21'-1" 18'-10" 25'-2" 23'-0" 21'-1" 18'-10" 4. lotal load deflection is limited 40115 25'-5" 22'-0" 20'-1" 18'-0" 25'-2" 22'-0" 20'-1" 18'-0" to U240. 40120 24'-4" 21'-1" 19'-3" 17'-2" 24'-4" 21'-1" 19'-3" 17'-2" 5 of thRcfeis appropriate foi sections 40/30. 22'-6" I9'-6" IT-10" 15'—I I" 22'-6" 19'-6.' 17'-10" 15'-1 1" of this Manual for installation ............................................................ guidelines and construction 16" 40110 28'-11" 25'-0" 22'-10" 20'-5" 27'-11" 25'-0" 22'-10" 20'-5" details. 40115 27'-7" 23'-10" 21'-9" 19'-6" 27'-7" 23'-10" 21'-9" 19'-6" 6. Allowable spans take into 40120 26'-5" 22'-10" 20'-10" 18'-8" 26'-5" 22'-10" 20'-10" 18'-8" consideration the composite 40130 24'-5" 21'-2" 19'-4" 17'-3" 24'-5" 21'-2" 19'-4" IT-3" effect from the nailed and glued subfloor for deflection 9 �" 40110 20'-8" 18'-10" 17'-5" 15'-7" 18'-8" IT—I" 16'—I" 15'-4" purposes only.. 40115 20'-8" 18'-3" I6'-7" 14'-10" 18'-8" 17'—I" 16'--1" 14'-10" 7. The adhesives used should be 40120 20'-2" 17'-5" 15'-11 14'-3" 18'-8" IT-1" 15'-11 14'-3" approved for Field-gluing Plywood to Lumber Framing 40/30 .I8'-8' 16'-2" 14'-9" 13'-2" 18'-8" 16'-2" 14' 9" 13'-2" i:......................................................'.................i............................................ Apply per manufacturers ............ for Floor Systems. 11 7/a" 40110 24'-7 22'—I" 20'-2" 18'-0' 22'-3 20'-3" 19'-2" 18'-0" written instructions or see 40115 24'�4" 21'-0" 19'-2" 17-2" 22'-3" 20'-3" 19'-2" 17'-2" Page 4,Note I I of this Manual 40120 23'-3" 20'-2" 18'-5" 16'-5" 22'-3" 20'-2" 18'-5" 16'-5" 8. Allowable spans lake into N 40130 21'-6" 18'-8" 17'-0" 15'-3" 21'-6" 18'-8" 17'-0" 15'-3" ............................................................................................... consideration repetitive ^ �����-�����-..-..-�����-���� �� member increases. Q 14" 40/10 27'-10" 24'-5" 22'-4" 19--II 25'-2" 23'-0" 40/15 26'-11" 23'-4" 21'-3" 19'-0" 25'-2" 23'-0" 21'-3" 19'-0" 40120 25'-9" 22'-4" 20'-4" 18'-3" 25' 2" 22'-4" 20'-4" 18'-3" 40130 23'-10" 20' 8" ' 18'-10" 16'-10" 23'-10" 20'--8" 18'-10" 16'-10" .................................................................................................... ....................................................................... 16" 40110'* 30'-7" 26'-6" 24'-2" 21'-8" 27'-11" 25'-6' 24'-1" 21'-8" 40/15 29'-2" 25'-3" 23'-1" 20'-8" 27-11" 25'-3" 23'-1 20'-8" 40120 27'-11" 24'-2" 22'-1" 19-9" 27'—11" 24'-2" 22'-1" 19'-9" 40130 25'-10" 22'-5" 20'—S" I8-3" 25'-10" 22'-5" 20'—S" 18'�" 9 'h." 40110 22'-9" 20'-10" 19'-7" 18'-7" 20'—T 18'-9" 17-9" 16'-9" 40115 22'-9' 20'-10" 19'-7" 17'-9" 20'-7" 18'-9" 17'-9" 16'-9" 40120 22'-9" 20'-10" 19'-1" 17'--0" 20'-7" 8'—9" 17-9" 16'-9" 40130 2 I'-7" 19'-4" . IT-8" 15'-9" 20'-7", 18'-9" 17'-8" 15'-9" ..................................................................................................................................................................................... 11 7/8" 40/10 27-1" 24'-9" 23'-4" 21'—T 24'-6' 22'-4" 21--I" 19'—I I" 40/15 27'—I" 24'-9" 23`-0" 20'-7" 24'-6" 22'-4" 21'—I" 19'—I 1" 40120 27'-1" 24-1" 22'-0" 19'-8" 24'-6" 22'--4" 21'—I" 19'-8" L 40130 25'-8" 22'-4" 20'-4" 18'-3" 24'-6' 22'-4" 20' " 18'-3" N .......................:.............................................................................................................................................................. Q 14" 40110 30'-9" 28'-0" 26'-5" 23'-11" 27'-10" 25'-4" 23'-11" 22'-7" 40/15 30'-9" 2 7'-11" . 25'-6" : 22'-9" 2 7'-10" 25'-4" 23'-11" 22'-7" 40120 30'-9" 26'-9" 24'-S" 21'-10" 2T-10" 25'-4" 23'-11" 21-10" 40130 28'-7" 24'-9" 22'-7" 19'-9" 27'-10" 24'-9" 224" 19'-91, ............. ................................ ......................................................................................... ....... .............. 16 40/10 34'-0" 31'-0" 29'-0" 25'—II" 30'-9" 28'-0" 26'-5" 2S'-0" 40/15 34'-0" 30'-3" 27-8" 24'-9" 30'-9" 28'-0" 26'—S" 24'-9" 40120 33'-6" 29'-0" 26'—S" 23'-1" 30'-9" 28'-0" 26'—S" 23'-1" 1 7 40130 31'-0" 26'-10" 1 24'-6" 19'-9" 30'-9" 26'-10" 24'-6" 19'-9" Anril 199R. 7 ; -26 Assessor's map and lot number .... ......................... 1��^`-� ypi TII E TO Sewage Permit number ...........5. -�......�......... .�. !. 3~ Z 33ARNST4LE, House number. ...........�:�-►..............................:......: NAM................ r � Op 039. \00 •Fa MAY A TOWN OF BARNSTABLE BUILDING I SPECTOR APPLICATION FOR PERMIT TO ....... /„�L.. .. ....................................... :................. ::�. ..............:................................................... TYPE OF CONSTRUCTION ...................... � 36�.' ... ..............19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ .Q ... r.. I...... ...... ........... 'C ! . ................................ ProposedUse ....i.':I cs: ..�- !. 6...................................................................................... ........................I......................... Zoning District ......!k. .........Fire District ....Cr;.01(ccz:.T.............. /�.... . ! .t... •.... AF 1 S-HP-EName of Owner ...r ) �T Z........0 ! . r1- !U.........Address ..... ...... tni ........ Name of Builderawu&........ ..........Address ...... C6 �a. ....... 0:.Name of Architect ZA.)t-�,L4.�!n�?........��".��.� .........::......Address ...: ? ......C`� .Z.HC, !'U. ....tO.V .....l. .l.. ..1...... Foundation �c� ........:................................Number of Rooms .........:................................................... ..... ....�.... ................. .....115. �.r_ ..............:....Exterior. .... �).4!�...........S�.cA) � ..................Roofing ..... ..................................... Floors .....CAP-.Pre-T................................::...........................Interior ..... .......................................................... Heating :. ,.............................................. Plumbing ,.�.�.l� a_.h �.--..... A' Fireplace1. .L ............:..............................................Approximate Cost ....... :,. . G "`• Definitive Plan Approved by Planning Board ________________________________19________ . Area ...............................' Diagram of Lot and Building with Dimensions Fee ................ .4'...: SUBJECT TO APPROVAL OF BOARD OF HEALTH f 5ve 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. j Name .(l�.l� ......................................................... r Construction Supervisor's License .................................... O'DDIE0, WALIEK A~39-153 ' No Permit for .l4..3�yXY................. ..�__.�SiooIe..���il�.]}���l���................... Loco/ion —..�iRg .#5} 415.. .Xill Road . ...................... 0�.vit............................................ ` ' - , . Owner --�4l���.{i ��i���._--_----. _ Type ofConstruction .......Ezaome......................... ' ` --------------------------. Pk` ...................... Loi ----------.. Permit Granted ..........May...9....................lg 86 ^ Dateof |nopacion ------------lV . . Date Completed ...................................... g . . ` . . - // ~ r 7 i � ! _ . ( ` ' ' . | . r� yOF YtlE TOWN OF BARNSTABLE Permit No. .�?.319...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash '��•0 V,Y�" HYANNIS,MASS.02601 Bond ....... CERTIFICATE OF USE AND OCCUPANCY Issued to Walter O'Brien Address Lot #51, 415 Sampsons Mill Road Cotuit, Massachusetts 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. y 8? ��" ' I.ia...`�.$.'....... 19................. ....... ........ ................ Buildinginspector e TOWN OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING rua �g i619' HYANNIS, MASS. 02601 �o cur►• , MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by Building Permit #.. ... ..._.............. %,,,_..............................................................._................. ..» ..... issued to ...........lA�/..A .... .. ............................................................ ... ................... _. Please release the performance bond. BUILDING PERMIT ' TOWN OF BARNSTABLE, MASSACHUSETTS f JOB WEATHER CARD ►J�/Jp/T//E 19. PERMIT NO. i�;>—?11 APPLICANT � JL , /U ADDRESS IN0.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. V%IDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST .$ FEE .� (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OF PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINEC FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS 0 DO4wF19117N•.R£ST RF!:T ION Sn-------........_.......____.. MINIMUM OF THREE CALL JAPPROVED PLANS MUST BE RETAINED ON JOB.AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED F-OR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED. UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND 1. 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 '.. MEMBERS(READY TO LATH 3. FINAL INSPECTION BEFOREE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO ITIS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS (( ' Gam: d :c�•,9y„F� �N��Jv1 �(� n4,,sr G - z 2 2, cp_0 3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS LIV 1-&y4 ..CRK SHALL NCT �ROCEEO UNT:L THS. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CAR: :+SPECTCR SAS APPRCVED 74E ;aa,�� I WORK IS NOT STARTED WITHIN*SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHON. f STAGES OF CONSTRUCTION, I OR WRbTTEN NOTIFICATION. PERMIT IS ISSUED AS NOTED ABOVE. Z 3G-91. LOT S/ 271 747 f S.F. Exisr�wy- a� 7011 DWELL/A/01 ♦ 1 O � , 0 36.0 , � ♦ � i 84.31 ' i JILL R . f kplio 3A it Qf M : of �, ERTIFISP PI- Or—' PLAIV. . . TiQWA/ C D T L/ I T-, M A. WALTER O 'BRIEN " su I.C. 34608 8 SCALE / "- 40 ' OATS ; 9�24186 RED:P8 8/7/po 3s I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE GROUND AS SHONN,THAT IT CONFORMED TO THE T06HN'S ZONING SETBACK REGULATIONS AT THE TIME IT WAS CONSTRUCTED AKD THAT THIS MORTGAGE INSPECTION WAS PERFORMED IN ACCORDANCE WITH THE TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS AS ADOPTED BY THE MISSACHUSETTS ASSOCIATION OF LAND SURVE-1010 AND CIVIL WINEERS91NCORPMTED. rWI-f tor /$ NOT i,v 7-pE FLDD4 PL4/A/. RISTOP R COSTA R. L.S . DATE �9LL C�9PE suev�.Y co vsvG TAAV T /72 EAST , SAL A44J07 Y14 F.AAL wIDvTH. IVA i Assessor's map and lot number ?.. ./.. .. SEPTIC SYSTEM MUST BE Q`'0 4? E''o�♦ . ... ..: 5...+ INSTALLED IN COMPLIANC Sewage Permit number ............. P< °► 3 , A�� 4�V Z B9flBSTADLE House number .......... IS : ENVIRONMENTAL CODE AN 039• ..................................................... • TOWN REGULATIONS 'E0 mix a TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....................../„/Z-. ...... .......................... TYPE OF CONSTRUCTION ........................................ .................................................................. .................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ a ..... 1...... ...... .......... ................................ ProposedUse ... 5+.4 ��........................................................................................................................................... ZoningDistrict ...... ..........................................................Fire District ....L.6.1(Axx....................................................... Name of Owner ...k)-4 r �,. ...... .. �'t ......... G�J Address ...... C_c?c•.... .i.... ��L�. .'�/.. .!:�Pfz,...... Name of Builder . l�R.�TQ�� .........Q... ? �?./Z&.1..........Address ..... 7f.......R�:......t!vf��.f{!���E... Name of Architect . L'�n� Ovf . .,�-:ir...�...............�...�..._.................Address ....�.�......�...................�........4�......�.L?1.:...::.:...... F'fz'[ Number of Rooms ...6...........................................................Foundation ...... .........C..�..:....�.................................,............ ` I Exterior .... Joo.n............ _ �..................................Roofng ..... :................................................... .... !: (��}�L Floors .....ClfilP.fO:��.:i..............................................................Interior ............. ...................................................................... 4eating ......� ... Plumbing .........................�TI-� .................................................... Fireplace ....... .{. !l?. .........................................................Approximate Cost ....... ..... ................... .. ...... Definitive Plan Approved by Planning Board --------------------------------19--------• Area .............. ....... ...... Diagram of Lot and Building with Dimensions Fee � ` SUBJECT TO APPROVAL OF BOARD OF HEALTH 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 ....Uv .................. ...................... Construction Supervisor's License .. //h .......... . ,,,-XO'BRIEN, WALTER 29319 112 Story 4-No ................. Permit for .................................... Sin g le F ami 1 y Dw e llin g . ...... . .... . ...... . . .... . ........ . Location ....�p�tjt5j........ ...M.i.11 Road ............................................................. Owner ...:.-Walter O'Brien .................................................. Type of Construction .........FKXR(;�...................... ................................................................................ Plot ............................ Lot................................. May 9, ..........19 86 Permit Granted ......I....................... Date of Inspection ....................................19 m ple .......... ... Date Co teo ......19 CU kv M M t-0 Revisions: Date: '1-1P99 C3 O CO N CO O m X U p) Ui C r- -7OU) O IT CN CD CD 0 L C C ~ (a O Cn «. co 'f3 0 t7 Q Q CD 'a m O U COO c J E :: t U I" CO CO f < .. 00 Om ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ Q Proposed Addition Existing House C - i +j U N a. Drawn By: NAL - Date:03-01-01 Scale:1/4"=1' Sheet: E-1 Revisions: Date: rn 0 69,$" 8"Poured Concrete Foundation 45" tall on 10"x 16"Keyed Poured cp Concrete Footing Typical Garage cV 36'-0" 11'-8" " 22'-0" Foundation Wall 00 "1'-0" " �1'-0" LID 9'-6" sic-r— 9'-6" � CU 9 O co cli Q O o W 12"Sonotube ' to support deck N F- 48"Deep L0 � O � w = (D "p o � o m U GARAGE Q N O c 931 so ft N 4 i reca CID N � f"1 4' C Saw C it Opening to new foundation i. —.7717 :`. bo t: Existing Foundation '':J' '.1 a• }'..�. i.i.s.Ylsf :S�.Y,' �Q: 1 f 36'-0" 11'-8". . - 22'-0" 69' W "O 8"Poured Concrete L Proposed Foundation Addition FoundationWall 93"Tall on10"x 16"Keyed Poured Concrete Footing Typical Addition Foundation Wall Drawn By: NAL t.. Date:03-01-01 Scale: 1/4"=1' Sheet: F-1 Revisions: Date: 69'-s• 36'-0" 11'-8" 22'-0' m ' O 5'-10" 3'-11" —5'-10" 10'-2• -6'-0" 0 Section v 00 A-A U x is li Section •C' cli �E IT B-B 0 L0 Family Room Living Room C M WOOD = N Porch CD 22,-0• Q with Rail 70sgft N N GARAGE N N m E v 529 sq ft O O a) 4 C = J N Remove Existing exte for will and O c replace with 2-1.75x .25 icrolam i4v Beams " ICU +' 4 � 7 J V f KITCHEN 190sgft 4 q En • OO Y L—T-1 �O DINING 186sgft O O room 0 o MQ ft •tJ g 3'-6" O = 2'-2" TH Relocet existing d;,or rV sq ft'N4'4' C Enlarge Pressure (� 4 Treated Deck to Match UP Existing LL 396 sq ft 6'-0" —5'-10•—� 26'-0" 4'-7"=�4'4' 2'4' .O tip L.L 69'-8• Drawn By: NAL Date:03-01-01 Proposed Dining Room and Garage Scale: 1/4"=1' Existing 3 Bedroom House` Addition - _ Sheet: A-1 Revisions: Date: 69'-8" o L 36'-0" 11'-8" 22'-0' 00 IT 1'-11"'Ic 2'-6"tic 2'-6"-4ic 2'-6"-t-k1'-11^'ic 9'-8" �Ic 2'-6"'k 9'-10" Co x cc k - 1 T-s• C r` 0 2446 p ao 7( Andersen •f/) E IT Window Q o C. o N H R 0 n ~ N 16 O N ChimneyAl- �+ •� rn 3 Existing m a) v Bedroom �Ic13-3 � O c 148 sq ft New Dormer 0 = c E c�a o NRemove Window a Carpet co MASTER BDRM LOFT 9 CU ~ 140 sq ft Unfinished ; J U 275 sq ft `v E----Remove Wall a Stora e 0 g w Balustrade Rail Over Garage 681 sq ft BATH EXISTING 4 OPEN BELOW 0 69 sq ft BEDROOM co 97 sq ft a_+ 135sgft 2446 C 4 Andersen v - � Window N L.V I--T-6•—c 2'-6' r 2'-6"�I�4'-8"—�I c 9'-8" k 2'-6" ��-9'-10• 11'-11' T-5' T-2" 13'-4" 11-10 22'-0" ^U W k 69'-8" •0 L Existing House Proposed 2nd floor Loft and Garagae Storage Drawn By: NAL 4 Date:03-01-01 Scale: 1/4"=1' Sheet: A-2 . Revisions: Date: T-lave 0"7-N O N CO O If) N Q� LL m 0 W (D NN(D Ev0 L 1� C C ~ Cu O y=+ CO O "tom Q �_ m (D U O O c = f0 a J E 7 .. .; Cu CO L ...-...................................................................... ...... ....;.:; .-•':.. ... '.............':.. .,..: :,': / " row Rk c V nt T M Cu U .... ....-. ..:: :.,.:. .::•.'• .. Rek"Trkn b Mettli Ekstlrq S in WfIH 1l0 � ... ...: :.:::.:�1•. Ir�1r T� IMIEM I._.L_.l Nex FnCersen Fmdi Uoor E c €. ppp�pp q p p o .pritRllll�2i11.�II k1�Fi7�i11fl IVIIi1'�l in III IIIitltl IN, I'll I I I I II1.111111 111Af111111/tlil l:l l�li Fll{1'11 NRIIIII:I: II I II I'IIII IR,".T.,R "A,V. IIl Ill:lk ........ u�u CP "r WMb C"Cv cNMBbe S 1W PrMntl 6 SHee Cu R—,Fl"v"Hon U N p Drawn By: NAL Date:03-01-01 Scale:1/4"=1' Sheet: E-1 Revisions: Date: 2x10 Ridge • 215#Asphalt Roof shingles 15#Asphalt Paper 2x8 Collar Tie r= ti j 200 Ceiling Jo' n 200 Rafters oo N 01 co h LO U to LL — C � 0 O co 04 IT co Bearing Ridge 2 1.75 x 9.5 Microlam Beams .i Q ti � Galvanized hangers on rafters on both sides ) All Joist AS 10 11 7/8"\ LL t Engineered l-Joist 12'O.C. ;/�'U 2-2x10 Header j CU Q to CO 235#Asphalt Roof shingles 2x4 Studs '~ N 1/2"CDX Roof sheathing ill'CDX Sheathing r� 15#Asphalt Paper Tyvek HouseWrap 6 White Cedar Clear Shingles 5"TW - 2x10 Rafters 22'-0 1/4' M O WhitgCedar Clear Shingles 5'TW'� E U 2x4 Muds 4"Poured Concrete Slab O O 1/2"CDX Sheathing J Tyvek HouseWrap E 5 :? R• 8"x 48"Poured Concrete Wall t on 8"x16"Poured Concrete Footing (U 0 c ITI Y `}•/ C F- t; J CU Beam2- 1.75 x 9.5 Microlam Beams earn from house to Garage 2-1.75 k 9.5 Microlam Beams Galvanized hangers Section B-B C O }I 3/4'Tongue and Groove SubFloor 9.5"All Joist Engineered kJoist 2x8 P.T.Decki Framing 2x6 P.T.Sill 5/4 x 6 P.T.Decking P 1/4'Sill Seal 4x4 .T.Posts •n 8"x 7'9"Poured Concrete Well 12"Sonotube 48"Below Grade / 2500#Concrete + 15'-6' ICU 3/4"Aggregate '.'•. 'AT' vj jv 4"Poured Concrete Slab i 8"x 16"Poured Concrete Keyed Footing � U _ O L Section A-A Drawn By: NAL G Date:03-01-01 Scale: 1/4"= 1' Sheet: L S-1 k cc`` I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE RODICAP BARNSTABLE 'v IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL O , (fnd) - , STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN TH MMONWEALTH OF MASSACHUSETTS. D LOT 50 PAUL A. MERITHEW, P.L S. DST R r. 3� SHED (fnd) 4 PROPOSED LOCUS MAP .62 z ADDITION ASSESSORS MAP. 39, LOT 153 a PLAN REF- 36608C SH. 4 - - - - - - - ZONING: ZONING O cp HSE_- DECK- C, - FLOOD ZONE: ,. _ _ _ _ _ _ _ OVERLAY DISTRICT "AP" 1 [ BULKHEAD , � 0 so 2DRYDECK PLOT PLAN OF LAND LOCATED AT lz e . 415 SAMPSON,S.. MILL ROAD r . CO TUIT, MASS.: LOT 51 ,_ LOT 52 PREPARED FOR. AREA=27, 747+5.F. `� ° DA VID J & CHER YL A 'R YAN �N APRIL 2, 2001 - t GRAPHIC SCALE YANKEE SURVEY CONSULTANTS k. UNIT 4 40B INDUSTRY ROAD ao o 15 so so izo t MARSTONS MILLS MS 0264E TEL• 428—0055 FAX 420-5553 ( IN FEET ) 1 inch = 30 ft. . J# 52702 DCB