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1360 MAIN STREET (COTUIT)
��Go �l/a�,r �� i � Application number-2- 00 Date Issued... . ............................ BARNSrAHLE MAS& S 1pfp"01010 POEM Building Inspectors Initials.....ZA ................. SEP 2 6 20119 Map/Parcel......... ......................... TOWN 'A bAHNSIAKE TO OF BARNSTABLE 5115 . EXPEDITED PERMIT APPLICATION: ROOF/SIDWG/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 1 :5 6S MaiSt. 4- NLTrvMER STREET VILLAGE Owner's Name: e,-) e— Phone Number Email Address: f f Cell Phone Number 5-69 Project costs Check one Residential V1 Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CNa Owner Signature: Date: TYPE OF WORK ❑ Siding 12 Windows (no header change)# InsulationiWeatherization ❑ 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 I CONTRACTOR'S INFORMATION Contractor's name WeA%J r%-[1,nJ0WS Home Improvement Contractors Registration(if applicable)# 17 3 LqS- (attach copy) Construction Supervisor's License# O� S-7 0:7 (attach copy) Email of Contractor_CrS,.Jef- 9 q5(6 • C f2rn Phone number 2101- 2 2 9 -9 go() ALL PROPERTIES THAT HAVE STRUCTURE5,6VER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATIONNUMBER............................................................ *For Vents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides? Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X , X Additional tent dimensions can be attached on a separate piece of paper." Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached.Provide a site plan with the location (s) of each tent If food is being served at your event please obtain a health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand any responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMIt the Massachusetts State Building Code. I understand the construction inspection procedures, speck inspections and documentation required by 780 CMR and the'Town of Barnstable. Signature Date A-MPLICANT9S SIGNATURE RE Signature Date All permit applications are subject to a building official's approval prior to issuance. Renewal Agreement Document and Payment Terms Andersen. dba:Renewal B Andersen of Southern New England y g Katherine Russell Legal Name:Southern New England Windows,LLC 1365 Main St RI #36079, MA#173245,CT#0634555,Lead Firm#1237. cotuit,MA 02635 WINDOW PE LACEYENT 10 Reservoir Rd I Smithfield,RI U917 H:(508)785.-1 -54 Phone:401-349-1M41 Fax:401-633-6602 1 sales®renewalsne.com C:(508)785-1254 Buyer(s) Name. Katherine Russell Contract Date: 09/14/19 Buyer(s)Street Address: 1365 Main St , Cotuit, MA 02635 Primaryhone Number: �508)785-1254 Telephone Secondary Telephone Number: (508)785-1254 Primary Email kayrussell44@ic1oud.co.m Secondary Email: Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Southern New England Windows,LLC d/b/a Renewal By Andersen of Southern New England("Contractor"),in accordance with the terms and conditions described in this Agreement Document and Payment Terms,any documents listed in the Table of Contents,and any other.docume'nt attached to this Agreement Document, the terms of which are all agreed to by the parties and incorporated herein by reference(collectively,this"Agreement"); Buyer(s)hereby agrees to sign a completion certificate after Contractor has completed Ai work under this Agreement. Total Job Amount: $34,407 By signing this Agreement,.you acknowledge that the Balance Due,and the Amount Financed must be made by personal check,bank check,credit card,or cash. Deposit Received: $11,467 Balance Due: $22,946 Estimated Start: Amount Financed: $O 8 to 10 weeks Method of Payment: Cash/Check We schedule installations based on the date of the signed contract and secondarily on the date in which we complete the technical measurements:The installation date that we are providing at this time is.only an estimate.We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay. Notes: Taxes included.; $11,467. Deposit check-, $100. Permit check Buyer(s)agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal understandings changing or modifying any of the terms of this.Agreement.No alterations to or deviations from this Agreement will be valid without the signed,written consent of both the Buyer(s) and Contractor.Buyer(s)hereby acknowledges:that Buyer(s) 1)has read this Agreement, understands the terms of this Agreement,and has received a completed,signed,and dated copy of this Agreement,including the two.attached Notices of Cancellation;on the date first written above and 2)was orally informed of Buyer's right to cancel this Agreement. NOTICE TO BUYER: Do not sign this contract if blank.You are entitled to a copy of the contract at the time you sign: YOU,THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 09/18/2019 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER.SEE THE ATTACHED NOTICE.OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT Legal Name:Southern New England Windows,LLC dba:ReO al By Andersen of Southern New England Buyer(s) Signature of Sales Person Signature Signature Paul McLean Katherine Russell Print Name of Sales Person Print Name Print Name UPDATED: 09/14/19 Page 2 / 15 I � - Office or Consumer affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration. Type: Supplement Card Registration: 173245 SOUTHERN NEW ENGLAND WINDOWS LLC: Expiration: 09/18/2020 10 RESERVOIR ROAD SMITHFIELD, RI 02917 - SCA i -05/ Update Address and Return Card. C, 20JM1/7- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Suoolement Card before the expiration date. If found return to: Reaisfr'afion Expiration Office of Consumer Affairs and Business Regulation 1:Z3245=,_ 09/18/2020 1000 Washington Street-Suite 710 SOUTHERN NEW ENGLAND WINDOWS,LLC Boston,MA 0211 BRIAN DENNISON 10 RESERVOIR ROAD u _ SMITHFIELD,RI 02917 Undersecretary without signature r , - Commonwe-alth of Massachusetts - Division of Professional Licensure Board-of- Building Regulations and Standards Con stru-&f6h Supervisor CS-095707 = p i res: 09/08/202.0 r BRIAN D DENNISON 8 BLACKWELL DRIVE .'; ,`CHARLTON MA =01507 Comrrrissooner f The Commonwealth of Massaeltusetts Department of Industrial Accidents I Congress Stree4 Suite 100 Boston,MA 0211 4-2017 www massgov/dia tit"orkers'Compensation insurance Affidavit:Bullders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNUITLYG AUTHORUY. Applicant Information Please Print Legibiv Name(Business/Organization/Individual): blx�'f'�e/'►N, L �fA, �n4�t.CJ1 1 n I' 1 ls Address: U Vol r City/State/Zip:SM,-/4 e-Q??! OZq l C) 7 Phone#:An you as employer'Check the appropriate box: L ❑Type of project(required): 1 am a employer with �T employees(full and/or part-time).• 7. New construction am a proprietor or partnership and have no employees working for me in $: Remodeling any capacity.[No workers'comp.insurance required] ❑ 3. 1 am a homeowner do' all work myself 9. ❑Demolition ❑ ►� y [No workers'comp.insurance required f 4.❑1 am a homeowner and will be hiring contractors to conduct all work oa my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole H.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.[31 am a general contractor and i have hired the sub-contractors listed on the attached sheet. j 3.rof repairs These sub-contractors have employees and have workers'comp.ursurance.t / 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14' er 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I must also Fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tCoatcactots 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,dley trust provide their workers'comp.policy number. I ant an employer that is proWding workers'conrpenmadon insurance for my employees: Below is the policy and job site Information. Insurance Company Name: r Q/I(i,C? �o - fF WfT. . (� Policy#or Self-ins.Lic.C.UXA,31S /oZ roe 7 Expiration Date: 2-0 LO Job Site Address: 13 lc City/State/Zip: Co��;�, MAAttach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage veriftcalion. t do hereby ce ux&rthe p ' d penalties of pedu*that the informadon provided above is true and correct Siatu Date:-- Phone#: qnl Official use only. Do not write in this area,to be completed by city or town of/4cicti City or Town: Permit/License# issuing Authority(circle one): 1.Board of Health 2. Building Department J.City/7own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• A6 RL> CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD,YYYY) 12/28/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCONTACT AME: CoBiz Insurance, Inc.-CO PHONE .303-988-0446 F°x CONTACT 1401 Lawrence St., Ste. 1200 Arc No:303-988-0804 Denver CO 80202 Aoomss: COMail@cobizinsurance.com INSURE S AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED ESLERco 01 INSURER a:Firemens Insurance Company of WA,D.C. 21784 Southem New England Windows, LLC. dba Renewal by Andersen of Southem New England INSURERC:Homeland Insurance Company of New York 34452 10 Reservior Rd INSURER0: Smithfield RI 02917 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:787175890 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SU R . LTR TYPE OF INSURANCE POLICY NUMBER MMIDDY� MM UDIYYYYYY LIMITS A X I COMMERCIAL GENERAL LIABILITY CPA3158728 111/2019 1/112020 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED' PREMISES a occurrence $300.000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $2,000,000. OTHER: $ A AUTOMOBILE LIABILITY CPA3158728. 1/1/2019 1/1/2020 COMBINED SINGLE LIMIT ..Id., X a $1 ODO 0 0 ANY AUTO BODILY INJURY_ (Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE AUTOS er accide $ $ A X UMBRELLA LIAB X OCCUR CPA3158728 1/1/2019 1/1/2020 EACH OCCURRENCE $15,000,000 + EXCESS LIAR CLAIMS-MADE AGGREGATE $15,OOD,000 DIED I X I RETENTION$ $ B WORKERS COMPENSATION WCA315872924 1/l/2019 111/2020 X AND EMPLOYERS'LIABILITY Y/N ST TOTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMSER EXCLUDED? Q N/A $11000,000 (Mandatory dory to and E.L.DISEASE-EA EMPLOYE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below1 1 EL DISEASE DISEASE-POLICY OMIT $1,000,000 C PoOuMon Liability 7M0073340000 1/1/2019 1/112020 Each Occurrence $2,000,000 Claims-Made Policy A88re8ate $2,000,000 Retroactive Date 06120/2013 Deductible $25,0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FOR INFORMATIONAL PURPOSES ONLY AUTHORIZED REPRESENTATIVE AtL avit — ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD _ -.�1I -. L a-� i �� ��°`��� � ''�, - � _ _ _ tNET TOWN OF BARNSTABLE � ilding Bu Application Ref: 200708336 • * BARNSTABLE, + Issue Date: 06/16/08 Per ,m,It 9 MASS . �p 1639• Applicant: M MICHAEL DWYER Permit Number: B 20081243. Proposed Use: SINGLE FAMILY HOME Expiration Dater 12/1.4/08 Location' :1360 MAIN STREET (COTUIT) .Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 033022003 Permit Fee$ 820.00 Contractor M MICHAEL DWYER Village COTUIT App Fee$ 100.00 License Num 076393 ` Est Construction Cost$. 206,000 (� Remarks. APPROVED PLANS MUST"'B---ERETAINED ON JOB AND GUEST HOUSE STRUCTURE WITH 2 BEDROOMS AND BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL NO KITCHEN INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HUGHES,MICHAEL A 81 HELEN M BUILDING,SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 127 CIDER MILL RD W LEDGE INSPECTION HAS BEEN MADE. GLASTONBURY, CT 06033 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS"NO;RIGHT 0 OCCUPY,,ANYSTREET,1"ALLY OR SIDEWALK OR ANY PART THEREOF EITHER TEIvIPORARILY;OR:PERMANFNTLY ENCROACHEMENTS ON'PUBLIC PROPERTY;NOYSPECIFICALLY PERMITTED UNDER THE BUILDING CODE MUST BE APPROVED BY;THE JURISDICTION. STREET-_ ALLY,GRADES�AS WELL AS`DEPTH AND LOCATION OF;PUBLIC'SEWERS'MAY BE°OBTAINED FROIVI'THE DEPARTNSENTfOF gPUBLIC WORKS.,'„ THE ISSUANCE OF,THIS PERMIT DOES NOT,RELEASE THE APPLICANT FROM`THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1 FOUNDATION OR FOOTINGS.. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION: 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 1,Rail. .. W$s, :•.;•6':, ''",r,, yy»"' ,y, f. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health icy r T Town of Barnstable Regulatory Services §TAIS`r, Thomas F. Geiler,Director °rEo ; Building Division Thomas Perry, CBO,Building Con' 31mssioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta ble.maxs 'Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW W Owner: )4 511r.5 Map/Parcel: Project Address /jam Afr* Sr. CT Builder: w y 5� The following items were noted on reviewing: .��c/V/J g z'!o boo G:t s .�j�iS�c./.t/� .(/ S'r�a-chi✓ o/�/ /�Gi��V. . /jX- 3 fit'Te6et A/ �31�c�c u�fcr Nar 56fau�� dk .teeT- tA6r:;7 &6 Reviewed by: /2 Date: �zlG�o�' _ Q:Fomis:Plnrvw i + `��``.� I ��_i �"���1\i��. - � ice, 1 I1I 1. Irse�-�, �� V� �f ;� � i �� ;y � p L__--j' i � _ ._.._ C- � - _. ._. _ ..�- - •- - -I-S- .-. c7 Mfl IJCAO qW CYN rn, Town of Barnstable *Permit# e�ff706`�� t Expires 6 mo hs from issue date Regulatory Services Fee Thomas F.Geiler,Director X-PRESS PERMI'Fuilding Division Tom Perry,CBO, Building Commissioner JAN 3 D 2007 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862T�038 `�ji RNjTABLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Bed X Press Imprint Q� ap/parcel Number 33 /2-L-22 -operty Address --2,Gn "w ds 1 Co tU NT ]Residential Value of Work C) Minimum fee of$25.00 for work under$6000.00 wner's Name&Address 6-c� 'ontractor's Name \C�II(�-4 Z Telephone Number `lar J, rs . [ome Improvement Contractor License#(if applicable) y �errse#(if-4pp3ieabe) -2 G ]Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ am the Homeowner Q I have Worker's Compensation Insurance zsurance Company-Name L%(3Qfd.1 Vorlanan's Comp.Policy# 0\3 G D- — 3S t7 S O a (6 ;opy of insurance Compliance Certificate must be on file. 'ermit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing.layers of -side Replacement Windows/doors/sliders. U-Value (maximum.44) S- ` t e.S *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property.Owner Letter of Permission, . A coy Home Improvement Contractors License is required. 'IGNATURE: I:Fomvs:expmtrg xvise061306 The Com»sonwealth of Massachusetts Devartment'of lndustriaZ.Ae pidents Office ofbivestigadons 600 Washington Street . . Boston,ltl4 02111' wr W-?n ass gov/dia ' Workers' Compensation Insur�mee Afridayit; Builders/Coritractors/Eleetricians/PZ�ers A licant Information Please Print Le 1 Name(Business/Organization/Individual):___' Aticress: yeti s City/State/Zip: Phone.#: ' Are you an eniployer7•Check the appropriate box; :Type of project(required 1;�I am a employer with _ 4. ❑ I am a general contractor and I � employees (full a4d/orpart time),*, have hired the stab-contractors 5, ❑New construction , 2:❑ I am a'sole proprietor or partner= , listed on the attached sheet 7. []' modeling 9hdp.zndhave no employees These sub-contractors have g, ❑Demolition. -Working for me in any capacity, employee, and have wotkers' [No workers' comp,insurance comp.insurance,#' 9. ❑Bufiding addition requited.] .5. ❑ We area:corporation and its 10.❑tlectrical repairs o • f additions ` .E I;3=a homecwner-doing-in-.Work — ofacers-have exercised their , myself.[No workers' comp, right 6f eXemp ion per MGL' 11.ElPlumbing repairs or additions insurance.required.]t c, 152, §1(4),and wa have no'. 12.❑Roof repairs . . employees, [No workers' ,.13.0 Other ' comp.insurance requited,] *Any applicant that checks box#1 must also fill out fire section below showing their workers'compensation pahay infm7maon.t Homeowners,who submit this affidavit indicating they are doing all Woik and then hire outside contractors must submit anew iffidavitindicating such, $Contractors that check this box must attached an additionaltheet showing the name of the sub-cutmotors aid state whether arnotthose entities have erapIoyees, lfthe sub-contractors have employees,they must providb then•workers'comp,po$cy number, lam an employer.that isproviding workers'compensation insurance for my employees. Below is.thepolicy and job site 7- .formation, " Insurance Company Name: L( Policy#or Self-i is.Lic, Expiration Date: . Sob Site A ddress' City/State/Zip; C G T(. i 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' e fine up tc$1,500.00 and/or one-year imprisonment,as well as civil penaltces in the form of a STOP WORK,pRD and of e. of tip to$250.00 a day against the violator, Be advised that a-copy of this statement ma be forwarded toa flue Investi ations ofthe tlk for insura ce coves e verification, ' y the'Office of I do hereby certi der t e pa' d penalties of perjury that the in provided above is true and correct. Si tore: Date; Phone 9: Off{cial use only. Do not write in this'area;tb be completed by,city or town official City or Town: ' Xermit/License# . Issuing Authority(circle one); 1 Board of Health 2,BuiIdtagDepartment City/Town Clerk 4.Electrical 5. Plumbing Inspector .6, Other Contact'Person: Phone#• Massachusetts GeneralZaws chapter.152 requires all employers to provide workers' compensation for then employees. Pursuant to this statute, an employee is defned as"..,every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of&•deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing em loyees. 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 an such dwelling house or an the.grounds or building appurtenant thereto shall not because of such employment be,deemed to be an employer." IvIGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced•acceptable evidence of compliance with the insurance coverage required,". AdditionaIly,MGL chapter:.152,§25C(7)states"I ie ther 60 commonwealth nor any of its political subdivisions shall enter into any contract far,thb perfo�a.nce oifpublic.worlc uritii accept6lp evidEme of•conipl&A�s .ithtlie in r e' requirements of this chapter have been presented'to the contracting authority.." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-conti:actor(s)name(s),address(es)and phone numbers)along with their certificates) of insurance, Limited Liability'Companies'(LLC)or Limited LiabikityPartnerships(LLP)with no'employees other than the members'or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have. employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial ' Accidents for confirmation ofinsurance coverage. Alsb be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pemut.or license is being requested,not the Department of Industrial Aocidents• Should you have any questions regarding the law-or if you are req=" ea to obtain a workers' compensation.policy,please call the Department at the number listed.below. Self-insured companies should enter their . self-insurance license number onthe appropriate'lind, -- City or Town Officials Please be sure that the affidavit is'complete'and printed Legibly, The Department has provided a space at the bottom ' of the•affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant- Please be sure to fiMi in the permit/license number which will.be used as a reference number: In addition,an applicant that must submit multiple permitllicense applications in any given year, 'need only submit ono affidavit indicating current policy information;(if necessary)and under"Job Site Address"the applicant should write"alldocations in J_(Aror town)."A copy of the affidavit that-has been officially stamped or marked by the city or town maybe provided to the applicant as proof-that a valid affidavit is on file for future permits or licenses. A new affidavit must be filed out each year.Where a homeowner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e, a dog license or permit to bum leaves-etc,)said persi3n is-NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance.for.your cooperation and should youhave.anY questions, please'do not hesitate to givens a call The Department's address,telephone•and fax numben. OfF o Of 1mTCSt*A41k,% ton MA 9111 TO.9 617- 7-400.0 ext 4%or 1'8777-MAS.SAFE Fox#617- 7-7749 Revised 11-22;06. w mus-gav'/dig► 1..fKti f �/�,.a31LVV0 (r:OI YKVL VVLI Vu6 ivav , ,, w,,� Liberty Mutmtl Group Ubert PO Box 7202 Alutue Pa u=mwfl,NR OM02-7M Telephone(800)653-7893 Fax(603)431-5693 August 23,2006 TOWN OF BA.RNST.d BLE 200 MAIN ST HYANM,MA 02601- y 9E: Certificate of ire orimss Ccmpewxdm Insurance Insured: F M DWY iR CO T.LC 772MAR-ST „N OSTFRVI JA MA. (2655 - G PolicyNiumber: Wt:I-31S-324587-M Effective: 2/104006 E71 2/IO2007 Coverage worded Lac er Workers Camp pc ration Law of&e following state(s): �} - Bodily Injury By Accident: 3 100.000 Each Accident Bodily Injury by Disease $ tOO.WO Each Pam Bod lyInjuybyDiseomse: 3 5W,000 PolicyLwwts As of this date,the i ter-ve•xehrenced policyholder is iusare d by Liberty MvoW lire Inattranca Co%Oder the policy listen above- The insurance affardo l by the listed policy is subject to all the terms,exclusions and c ondificM and is not` altered by any requires neat.team or cmilition of any or What Aocum cats with rasped to wbich this mUcate meybe issued. This ceMcate is imu%I ms a matter of information oily and eoafts no right upon you,the cft"cate holder. This caMcate is not m mswrance policy aad does not amend,ettmd,or offer the coverage afforded by the policy listed above If this policy is cancel ed before the stated c%iratiom,dstc,liberty Mutual will endeavor to needy you of suds cancellation. AtJi•HOttt7.W REMMMAME LMMTYMtnvAc.lNstMAhM9 GROW TMCctffmwisam Wby),B07(YMSyMALIIQSLMOCECRAMISUspedbmeb ummsysN try tem�oeie� cc:•Insured Producerofitfeeord: F M WYER CO - - D LL.. H 7 oacaN Ai�1Es>s�s�mAxxcs at~�rNCY INCnvc 772 MAIN ST. 44 BARNSTABLE ROAD, OSTERVIIIS,MA, 2655 P O BOX Z50 HYANKKS,MA 02601 Vn=6 01/20/2007 OU:UU Y'AA 3UO7730000 nunvair Lira nvr.0v1 -wvv. ACORD,� CERTIFICATE OF LIABILITY INSURANCE: oiii%zoo PROOUCER (508)77S-5830 FAX (508)775-6688 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Horgan Insuranclr Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIW,E HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEN I R. 44 Barnstable Rd ALTER THE COVERAGE AFFORDED BY THE POLICIES 8EL WP P 0 Box 250 Hyannis, MA 02601 INSURERS AFFORDING COMZRAGE NAIL# " INSURED F. Michael Dwyer dba INSURERA: Nautilus Ins. I.o. 722 Main Street INSURER6. Osterville, MA 0265S INSURERrm fNSURER D. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWIL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POUCT EXPIRATION UNITS GENERAL UAWLITY NC585169 09/10/2006 09/10/2007 4AcH occuRRENCE s 1,000.000, X COMMERCIAL GENERAL LIABILITY 7AMAGE TO RENTED S 50.0001 CLAIMS MADE a OCCUR dED EXP(Any ono pww) S 1.00 A PERSONAL r!,AOV INJURY S 11 000100 GENERAL AGGREGATE S 2,000,00( N GEM AGGREGATE LIMIT APPLIES PEA.- RODUCTS-COMPJOP AGG 6 2,000,00C X POLICY J� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO IEe Bx1delll) ALLOWNEDAUTOS IIODILYINJURY S SCHEOULED AUTOS Ipw Pam) HIRED AUTOS UODILY INJURY (2efuddenl) S NONAWNED AUTOS iiiOPERTY DAMAGE 6 vOra ddenU GARAGE LIABILITY }.UTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S sAJTO ONLY AGG S EXCE66NMBRE6LALIAMLITY EACH OCCURRENCE S OCCUR CLAIMS MADE !GGREaATE S 6 DEDUCTIBLE : RETENTION S S w sT r TH- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY E.L.EACH ACCIDENT S ANY PROPRIETORMARTNERIE)MCUTIVE OFFImwilMBER EXCLUDED? E.L.DISEASE•EA EMPLO S If yE5 desaise uMer SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIAR S i OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS I CERTIFICATE HOLDER rMCELLATION SHOULD ANY OF THE ABOVE DESCRIIIED POLICIP$BE CANCELLED BEFORE THE EXPIRATION OATS THEREOF.THE 1661/IHG INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE To TIIE CERTIFICATE HOLDER NAMED YO THE LEFY, BUT FAILURE TO MAIL SUCH NOTICE WALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGPMS OR REPRESENTATIVES FM Dwyer AUTHORReD"REPRESETgATIVE ACORD 25(2001I08 OACORD CORPORATIOWISSS .L ` \ TZ eommao1-111d Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration .132564 wExpiration '-'27/2007 j'1 a if-4 ' e �dividual F.MICHAELDWYER:_•3 ;x < F.MICHAEL DWYERz 772 MAIN ST. OSTERVILLE,MA 0265555 Administrator i G,j/eom+nnanu�e REGULATION',) BOARD OF BUILDING RBGULA I CONSTRUCTION SUPERVISOR OR :icense s lNumber�q 076393 Bicfhda 1311963 Eicpires 06Ir13l2007 . . Restricted:� '„ �yE F.MiCHAEL 772 MAIN ST OSTERVILLE, MA 02655r Commissioner Town of Barnstable Regulatory Services 9 MAC Thomas F.Geiler,Director E p39. p Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 64��r 4y&*/5 , as Owner of the subject property hereby authorize rn LGq A-R,�)wA4 — to act on my behalf, in all matters relative to work authorized by this building permit application for: 1360 Nww Sf, COTU (Address of Job) ignature r Date Print Name Q:FORM&OWNERPERMISSION T , r TOWN OF BARNSTABLE:BUILDING PERMIT APPLICATION; Map' 0 Parcel �' Application coO�0� Health Division ZF`� --25 Date Issued Conservation Division ' \i / Application Fee 0 Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 13 60 Village Owner 64W,- Ru6*0 - Address 'UZ,' Telephone 'SOS- Wo- q 77t Z V60 Permit Request 7 u►�xp titw L44,- !IQ I'OY- #V%4V.1 kJSA T1� NV(�.r'-7btl A _ ?_ Rit�cwovh 7 i .�ti tom„ -ndtn�v, „Noy. Square feet: st floor:existing proposed Ot� 2nd floor:existin proposed Total new q 9 p p _ 9 p p � 16AD Zoning District Flood Plain Groundwater Overlay Project Valuatio 'Q r � Construction Type V-Ko (-w�m%vv- Lot Size • 5-7 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family C/ Two Family ❑ Multi-Family(#units) , Age of Existing Structure`S`tc+" Historic House: ❑Yes EfNo On Old King's Highway: ❑Yes Ld Basement Type: ®'Full tsf'Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing - new Number of Bedrooms: existing new Total Room Count(not including baths):existing new 3 First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: dyes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &lo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exist g ❑n'at siz00 e' Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: - _.ra <, Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ `"' c —c, Commercial ❑Yes C4/No If yes, site plan review# -Current Use-_ ___ _ proposed Use _ BUILDER INFORMATION Name Telephone Number Address T?Z_ License# / CS O 7 b393 6S'UW 1U-(_ A& CZ G Home Improvement Contractor# Worker's Compensation# GJC I S-3aYffi'7- � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO PyVhJS -q4 uUL- (.A••0c�vw SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# [SATE ISSUED - �M MAP/PARCEL NO. - SJJJ' -ADDRESS J VILLAGE OWNER r -- DATE OF INSPECTION: , FOUNDATION " FRAME INSULATION FIREPLACE _ :f r E ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL r • f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r. C• Y F r Town of Barnstable Regulatory Services Mssgz E Thomas F.Geiler,Director abs� � Building Division . Thomas Perry, CBO,Building Coinmaissioner 200 Main Street, Hyannis,MA.02601 www.town.barmstable.ma.us 'Office: 508-862-403 8 Fax: 508-790-6230 -PLAN REVIEW Map/Parcel: 2- Owner: Gf Ma �3 3 O 2- 00 � p Project Address I&XMI S�' eT. Builder: w The following items were noted on reviewing: JJ ' 0 .�ccNiJgr�r>,u t.Qo`?'S' /sj�iS���c/e� �/d7' S'r1�o-f,.�,✓ oit/ /�Gy�st�. Jot.L.c�l� �E r1ts11C ,y rr m �d' L Z Jt�o C L L�i�T �7T�h��Lt�syT NOT s'hlo c./N' �u:f-t �tclE R'tf7t� C�otirt/�-ti��1 J'rFE RaK /�iR u !�J IA&e-1c Wa tz ever 564N aK Ale? /1�19D91�GE ocf 92✓,�rA_66�li1/6 5 Co G t� i? TF-fZ c 24F--CE-& I�t�ICsE\ t Reviewed by: Date: oz/& Q:Forms:Plnrvw I °FINE rOwti . Town of Barnstable Regulatory Services BARNSTABLK " Thomas F.Geiler,Director y Mass. � renr�•�a Building Division Tom Perry,Building Commissioner' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I subject L� as Owner of the subjproperty J i hereby authorize //� � 1 �•�y-� to act on my behalf, , in all matters relative to work authorized by this building permit application for: �3G°CJ A S f Gru fr. (Address of Job) Signature of Owner Date ? y� s Print Name - If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable ,*SHE Tp� " Regulatory Services * BARNSTABLE, + Thomas F. Geiler,Director . MASS. i639• pia Building Division lED MAC Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a,license,provided that the owner acts as supervisor. , DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such wort:performed under the building permit. (Section 109.1.1).% The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this'exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed'persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. P oar o ui n _ B ,�izeB'�'.�""�zpy��ea a e�'✓��aa . .,. � d Sr:�n�duSOP.�` Y �// p_ d uaelb — HOME IMPROVEMENT CONTRACTOR BoVIeot`�' �i g Weg a o°sat tan ards Registration: Construction Supervisor License 132564 .0 Expiration: 2/ " License: CS 76393 7/2009 Tr# 127471 Type: Individual Birthdate 6/13/1963 F.MICHAEL DWY Expiration: 6/13/2009 Tr# 16771 ER F.MICHAEL DWYER ' Re§tnctionc J00` 772 MAIN ST. OSTERVILLE,MA 02655 F MICHAEL DWYER 772 MAIN ST rldministrator �--�— —��� OSTERVILLE,MA 02655_, ,. Commissioner n OSHA „S.oec�^.nt of uoa nv,v,aw oc"WWW Way v+c Heath, F� X ehael Dwyer has success(uNy comp leied an OSHA Compeu ni person Training Course in Const e 'lon Safety S Health d �10-26-06 (Date) j rainerj f. .r REScheck Software Version 4.1.3 Compliance Certificate Report Date: 12/31/07 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2007\2007 PROJECTS\060307-HUGHES\hughes.rck Energy Code: Massachusetts Energy Code Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 16% Heating Degree Days: 6137 Construction Site:' Owner/Agent: Designer/Contractor: Compliance:11.7%Better Than Code Maximum UA:214 Your UA:189 Ceiling 1:Flat Ceiling or Scissor Truss 900 30.0 0.0 32 Wall 1:Wood Frame, 16"o.c. 960 11.0 0.0 70 Window 1:Wood Frame:Double Pane with Low-E 156 0.330 51 Door 1:Solid 21 0.280 6 Floor 1:All-Wood Joist[Truss:Over Unconditioned Space 900 30.0 0.0 30 Boiler 1:Gas-Fired Steam85 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other t calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.3 and to-comply with the mandatory requirements listed in the REScheck 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 HVAC equipment selected to heat or cool the building shall be no a er than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. �.!,a, dZ•3�•III Name-Title Sign�re Date i Project Title: Report date: 12/31/07 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2007\2007 PROJECTS\060307-HUGHES\hughes.rck Page 1 of 4 dF- REScheck Software Version 4.1.3 Inspection Checklist Date: 12/31/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#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 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified.so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: y ❑ Ducts are insulated per Table 6106.4.4.3. Duct Construction: Project Title: Report date: 12/31/07 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2007\2007 PROJECTS\060307-HUGHES\hughes.rck Page 2 of 4 i C;n 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,are sealed using mastic and fibrous backing tape installed according to the manufacturer's •' ,r " installation instructions.Mesh tape may be omitted where gaps are less than•1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist 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 is provided. Heating and Cooling Equipment Sizing: r Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. ; Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: - HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. mo r Project Title: Report date: 12/31/07 Data filename:\\Ertserver\serverdata\ERT-ARCHITECTS\2007\2007 PROJECTS\060307-HUGHES\hughes.rck Page 3 of 4 f - Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature('F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp: Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" ZY 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 12/31/07 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2007\2007 PROJECTS\060307-HUGHES\hughes.rck Page 4 of 4 NOTICE NOTICE TO pKf TO s EMPLOYEES EMPLOYEES i . The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-7274900 - http://www.mass. o� v/dia As required by Massachusetts General Law,Chapter 152,Sections 21,22& 30,this will give you notice that I (we) have provided for payment to our injured employees under the above-mentioned chapter by insuring with: LIBERTY MUTUAL FIRE INSURANCE CO. NAME OF INSURANCE COMPANY PO Box 9102 Weston, MA 02493-9102 1-800-762-5026 ADDRESS OF INSURANCE COMPANY WC2-31S-324587-028 02-10-2008 02-10-20W POLICY NUMBER EFFECTIVE DATES HORGAN-JAMES INSURANCE AGENCY INC (508)775-5830 NAME OF INSURANCE AGENT PHONE # 44 BARNSTABLE ROAD HYANNIS MA02601 ADDRESS OF INSURANCE AGENT F M DWYER CO LLC 772 MAIN ST EMPLOYER ADDRESS EMPLOYER'S WORKERS'COMPENSATION OFFICER (IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers-Compensation Act.A copy of the First Report of Injury must be given to the injured employee.The employee may select his or her own physician.The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury.In cases requiring hospital attention, are employees hereb notified that the insurer has arranged for such attention at the. Y NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER Insured Copy 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 LeLib� Name(Business/Organization/indivi(ival):. L L•c— Address: /MIA) S� City/State/Zip: a$JZ%LU Phone.#: Are y an employer?Check the appropriate bog: ;Type of project(required) 1,[ I am a employer with 4. ❑ I am a general contractor and I 6. e'<ew construction . employees(full and/or part-time).* • have hiredthecub-contractors listed on the'attached sheet 7. ❑Remodeling 2.❑ I am a'sole proprietor or partner- These sub-contractors have ship and have no employees 8. []Demolition: employees and have workers' working for me in any capacity. 9. ❑Building addition comp.insurance t' [No workers comp.insurance 10.❑Alectrical repairs or additions required.] 5. [] We are a corporation and its 3.❑ I am a homeowner doing all-work . officers have exercised their 11.[]Plumbing repairs or additions rigp per MGL myself.[No workers co•mp. ht 6f exemption 12.❑Roof repairs insurance.required.]t p, 152, §1(4),and we have no 13.❑Other 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 are doing all work and then hire outside contractors must submit anew affidavit indicating'such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. if the sub-contractors have employees,they must provide:their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Na]ne: — Policy#or Self-ins.Lic.#: 31 5 '-13 YO 7 `a d'7 Expiration Date: ��'`� s� City/State/Zip: lob Site Address: 1364 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 e. 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 Investi ations of the I)IA for insurance covers e verification. I do hereby certify under the pains slid penalties of perjury that the information provided above is true and correct.. Si afore Date: Phone#: Offacial use only. Da oaf write in tars area, to be completed by.city or town offlciaL City or Town: ' .Permit/License.0 Issuing Authority(circle one): J.Board of Health 2,Building Department 3.City/Towu Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other ,. __ Phone#: -- Swanson Structural. Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Der*IL-5 PaulgSwansonStructuraLcom 5716 Pill r y, .r- t' T t y` � t T?I ��oc lGl,cei @ 4 o, c. 6 YS C. 1 ' OF � x ny PAUL VJ u SWANS 1%1 v STRUCT UP, No. 35334 3 5P5 /�JX Q"r�L SCR�t•.tsc�� f ,fir``zf�� c Job Name C7 ,/IwA5. A.V1657- Job Number Z9 Z 3 Location /36 0 M 4g1y ST G,o nuj - Sheet of 3 Client ��r L f IB C r5 Ry Date jh2bi5 a Swanson Structural, Inc. Paul W.Swanson,P.E. 116 Forest Street Engineering Services commercial Franklin,MA 02038-2579 Phone 508-520-1333 residential Fax 508-520-1334 heavy timber Paul a�SwansonStructuraLcom //0 MPH /a SGE 7- 02 Me41-od I 8/rz =% 34 13 .D = 11. 5 PS k d• 8' /1 $ 5 7 C 27(!z )(t7•zp5f) " 5 5 7 2.� �473�� � SS7t.8 !3.5 30 13.s.(SSlZ.B� � 2►(473�� t ZS.S(7I2,S� = 351io� 30' a71#.6_15 = 408 / rat: vsE 14Dv5 -5-b5 7.5 ¢ ?a SoF 516 /LoD gam# I'S , 5$� � � 3" o.c. o� 2 ILowr �' �" o� P�-rzwt�rt �i�1��N4• �7 PA � s SWAN' ON rc'a STRUCTURAL i Z,3 4:,. N : 35334 41 Job Name Job Number Location Sheet Client -- SY J "tv� Date �g Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial q Franklin,NIA.02038-2579 residential Phone 508-520-1333 heavy timber s Fax 508-520-1334 Paulnr.SwansonStructuraLcom Cotnpo-v,i," t C14ddi Loa4S 37 psi LpI Jf 3 $� G1'NT1LE�eY� �r'`� u SPaCiN(� 3� 5— - Cos 34'= 4,4-V 3I ps f 3.35) _ 1-n 1 M o�►. Z3(4.4I'�z 2 - ------- 12 01 2 <-- 400 1 2 ` 446 3 _ SD525412 ' -AtP COP!JU-t'nONOF 3+$� R � PP,UL W. Ll. SNrilev. v STRUCTURAL o. 3533 PI A Job Name . _... Job Number 9 2 Location Sheet J of 3 Client - /llit/S Date. 1 OS BY - ., 'Beam 01 by Weyer"e"ser 3 PCs of 13147 x 24" 1.9E Microilam®LVL TJ$eaM9 6.30 Serial Number:7006121161 user2.1n7Q00811:25:13AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pap ErgmeNersiwe6.3D.,4 CONTROLS FOR.THE APPLICATION AND LOADS LISTED Member Slope.4112 Roof Stope4.5112 b 30, AN dimensions are horizontal Product Diagram is ConceptuaL LOADS: Analysis is fora Header(Flush Beam)Member. Tributary Load Width:15' " Primary Load Group-Snow(psfl:25.0 Live at 115%duration,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 4.3T' 5625/4127/0/9752 L1:Blocking Custom Blocking 2 Stud wall 3.50" 4.37" 5625 1412710/9752 L1:Blocking 'Custom Blocking -See iLevel®Spec mes/Buildees Guide for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) .9643 -8262 27531 Passed(30%) Rt end Span 1 under Snow loading Moment(Ft:Lbs) 71520 71520 114283 Passed(63%) MID Span 1 under Snow loading Live Load Defl(in) 0.608 0.989 Passed(U585) ,MID Span 1 under Snow loading Total Load Dell(in)' 1.055 1.483 Passed(U337) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LI- /360JI-11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an ilevel®Associate. -Not all products are readily available. Check with your supplier or it eveldi technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveND Distribution product listed above. -Note:See iLeve16 Specifier'sBuildees Guide for multiple ply connekdiori. 4 i " PAUL VU. r 1 [...• '} �. alp tYj SWAItiSC7cd fed\U PROJECT INFORMATION: ! OPERATOR INFORMATION: v STRUCTURAL e ; -ERT-Architects ;Paul Swanson .' No. 35334 Hughes Guest House Swanson Structural,Inc. 1360 Main Street 116 Forest Street '/OfGrr1 "a, ^. _;Coo^MA �'' Franklin,MA 02038 job 2923 - Phone:508-520-1333 Fax :508-520-1334 paul@swansonstructural.com Copyright® 2007 by iLevel®, Federal Nay, WA. - - Microllamra is a registered trademark of Aevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360 Hain St Cotuit\bm 01.sms $ a. e • ! t30 PFn510Ns: GG No. WR OESL. LOCUS INFORMATION STPEEr Z - PLAN R6ERfN[L BOOR Y eN,PA(E e3 , A55[SSpiS AP. 33 PARC0. P. m 22-] '' ZWWG DISiWcP. RP , IDCUs IIAP:Nor TO SCALE . seraAas mdr Sv .. .. - -Tor vze .1 - ,',/ ,,•`e man-LOr ARG� aab3f SP. c l , /3/3/ e�/ e\\ IUIPOCEx SENAnef _ (anxsrAau.P xaNL) .. ,./ ° .- `' �'�' / / zai psmicr: •C.'e•,A-W.'A-Ir •v-tr '✓ j�i /•/, /// '�- / 7/2/L2 PANLL#23W01 0021 o O• A...(2 ACRE) G71HIDImYn�ie%M2E 1.i1000 ZdES DFACI[D d MI5 Pux AAE BASED d A RIPIXAAPHIC - 2 / / / / — ,�,• \(� /�` raw 0'e--xELLM DEPAPxdT nxauAnara EXISTING / ` AND �SED ' P U RAGE I2EDROO CONDITIONS ONS C . PLAN OF LAND \� .�» �r 1<' �;�i►s //� i, J 1 )// p i l/ y t 36P.,YNN STREET IN COTUIT r MASSACHUSEITS :.' t�, i (BARNSTABLE COUNTY) . 2007 lk -40 SYSTEM 'B' \\ { �; K • - �°;. •'\fit c'- � ?=r / � a - � - ------------- ` \ SYSTEM 'A J ER; T ARCHITECTS,INC. / * S'• .7 f } Y 4•'Y - Mr ERIC TOLLEY - -+ P.O. 343 'YARUOUTH PORT.MA 02675 (soB)362-8 883 " yP T�L� BSC GROUP jtr„t SH` j Y E/,4"$T" 399 Mam Stree4 Unit D /� •a.�l4i E •' ,, {, i• T W.Yammnth Massadtasntta - 02673 S08 778 8919 ANT 1'Vl.`'fl�>n .k 'tom � � "')�� =`S4 ��ryFty CALL✓DE4ox:N.NEALY '31 .y 1 y�l F. �L �� N DRAWN.N.NEAIT ' r ,,°,' s'9•- yi ��' ���� rtE _Pti+�� orc.xo: sTB3-D2 sNEEr I oP z SOIL TEST PIT DATA: P-11920 SEPTIC TANK DETAIL: 1,501)GALLON H-20 DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS • - , NOT TO SCALE NO.OF OUTLETS 9 DATE LEST PIT Jl_ TEST Plr_b. TEST P?y— TEST PIT J N0. .DATE OESCRwnON 4%PVC 17.V DaD.I, ,e.s ORD.¢. 19.s mD.a- ,9.2 aD.m- z.4 Tm TD a mnam wmu NN.Ipc - PE •• —__— . EST.N.cw.N/A EST.NIOH Gw.N/A T.NIa GW.N/A ESf.Mp1 4]V.T= .nOwr O N-urmu N-m })•wNld � � �- - LOAu D ELOAM lO WD LOW _ -11- ® 14''M O 55px . 5e'e'-1o' GENERAL NiOHi)lID ' .•: ••Ailt 'Sm ALLWO 1 30ee.El- FL-1).> FL-19.]• .a- w' I - Ivc�'� - smc�� ]•�YAA km aoE LwY•sEm dsnnmm ARrws�c �+a.oc�"'. �� T OOUP C a1 36'YAAYIIY,13•WNIUW a a��ATmq P� o0000 ; o• o 0 0 0 m o.r •W.wo..w'ue""°s m`wrcIr. EPTEG b 0 0 0 0 o _ m C SAND YEdUM SAND YEONY SAND YFpU4 5 D - O - • ' T` b' ��1°T DFPTK q�O o C7 C� o o o< p„L Y 1pyq]/! IOM]/! IOM T/4 - fOTR 7/4 1 b i0 wLmpa p � • �a'I*' C1��+w ••� O O p D NO G.wAIER NO GWATEA NO GWATER NO GWATFR 11 e. yy ry 12W EL.9.3 12W EL.9.3 T20' EL- 0' � 3e• �viwm_lyTaK/T No on�w4a�� GATE: DALE: DATE: OAIE ! PLAN NEW OCT]2DD] DCT.].2DD] OCT.]. an].2aOT wja'l•"ro woss-]TcnoN MEw " - "'A _ Teel.T: TEST ar. 1 TEST EII 2w TEST.T: Ate` _ E REC OR�P MG THE ISO tl!W MG 1U BSD EAOUP.ING TNC BSC fAOuP.M4 ne 1 D ev: =•iNESSED BAY:P DONNA BY: MTNESSED 9�Y: � 2 TOWN OF BARNSTABLE"REWIRES AS-B(RLT I � u TIt�savL>•A•.T.wLrsdA DONNA ORAHD DONNA M W IORAxd oDNNA I Wd .. PFAG RATE: PFRC.RATE p PEAG RAZE: PfltG RATE CERTIFICATION. SOIL EVALUATOR TO DESIGN CRITERIA: �NTMMS�AI M jJ INSPECT BOTTOM OF EXCAVATION PRIOR DESIGN ROW: NaT aaa h saw: 1_uM./Mw _LwN./ww - .../Mpl �uM./wCN / • TO ANY INSTALLATION AND ALSO PRIOR' JjQG.P.B./o G.P.D. wTU SOLL EVAWAIOR SORREVAL88 SOl EVALW1DIi SpL LVMUATpe / / m/ J`Q TO FINAL BAO(FILONG: YARN DIED u A ARK A-U uARN dBB .9-`BEDROOMS AT �•i TM�+A SIR¢.ASS:' 'SpL CIASx SOR CIASS Shc QASS / � � ..1_ . ^ / e :DTE2nO"[ws- LV � Y D D74 GAA./oR. o>aPD/SD.F[ SLILG D./SD.R. oTacPD./nf � SEPTIC TANK PROVIDED:a SSPD.SALnaA �. •/ ¢ �,. I W Q "SIIEt.F.IEACHINC FAOLITY REQUIRED' • mca caRAsmADr�icµ� / 150' TO '95' 4�00.- �© Z �4 DESIDM:P£RG RATE: <2 LROUND�NAT�ER avlN Te eOnpl or .WELLNC m��T LDNO TEAM APPL RATE D.]4 crD/s.F. aw4/ ANT° F1 III o 2i!O GPD-•D.74 GPD/SF = 298 SF. _ // �9� _-Y1 :SIZE OF LEACHING YA£VLITY PROVIDED:" ON Z Do�Y� "°z°` �� / / TP#1 490.2' P,II V PRY No R®NE �a HK ro PENO. � � -LSE(2)500 GALIlM CONC 1,K manor s tK I=omrnaAo / T6f m>m wnN aDw or,wNnl Amrt N mD G / ✓ N/HF F ;LEACHING CHAMBERS e,¢�:X2'%29 Pmldna - a1.as,awR O� �4. H EN!•xa'MICHAEL HU�FS / � � ��[�'+� A9i':r� a'� yf '�•a'°"�. 9A 10 / A,SESSORS MAP 33 ` o e a ✓ Yr �r sr PARCEL 22-3 f #�• W A'� $ 1{P s K W ash sF.0.74 GPn/sF zeaGPn DATUM: VERTICAL DATUM' N.G.V.D. `` ..)o . E I o.1 _ Y }-.: •. 7 =.y• .3 z R k, .,,,,�' ri`4r, BENCH MARK SET .TOP OF CONCRETE BOUND FOUND AT ANGLE POINT E PF7QPOSED TPA'` ELEVATION 15.58 (J I Li 2ABT�QRa�S 1 / I K)F 9IBBER i PROHo t)rt-t-, *sue M+ae s PROFILE: NOT TO SCALE AS F L� SVEf(HEAD Ietrf Efi}2N1NE iRENC] >� • •cD.aa. " 1xT��Ii 7�(�('�GROUP mvac 2nm TO w..A�`r I'T'. GAS MOB' SIC GROUC ✓QS r � � � - }r 349 Main STrtt4 MT.ul UN[D nnvmDl MMLadNecR $PROP(�S 508]]889)9 �' 18 GALS NK `,.c• -- T ).'r`a h PROJECT TI �*`¢ wc DESIGN FOR Nw I �Y�d �SgTFTF F ' . . ku y SEWAGE DISPOSAL �� CES REQUESTfA: . "SYSTEM BN INVERT ELEVATIONS: ALL COMPONENT H-20 TOP OF CONCRETE I z BOUND. ELEV 15.58_ TOP OF SLAB a #7360 4 1 4•INVERT AT BUILDING 16.80 B _. 4-INVERT AT SEPTIC TANK(IN) 16AO c RICHARD & ��. - '\ '<r �.. '�� , - ' ( -_.s. p , :'. MAIN STREET 0 4•INVVEERT AT DSEPTI TANK(OUT) �e /. P - �> t - ; �QWta OF$ARNSTABLE COTUIT DAVID McCOWAN fi c b 4•INVERT AT DIST.BOX(OUT) 16.60 F ASSESSORS MAP 33 �P� .G , ,T 1t +, '•�R.EVJW MASSACHUSETTS r iil r , ' PARCEL 46 / p`� � INVERTS AT LEACHING FAOUIY: /' G� PROPOSED. T .'r f.. ". 74 WflW THE ADISLTIL7N OF A TWO. �D RESERVE AREA F § .� .. T x 3 T Vs d g4 APPAR17 OVER A GARAGE ELEVATION AT LEACHING CHAMBER 15.50 G �s 7jy .jt 3 d <q(ApD ON TO !EDROOM DWELLING ELEV.AT BOT.OF LEACHING CHAMBER 1]d0_N 01 PROPOSED ° I' `" T ,E T "{pL �kE �M,ER C TOLLEY C I ' NL � - & G '',FX{F{AFTCE ON T)1��FOR A TOTAL JF 8.83z25.0 y .£- T - dd���&Y'iEBRO , P.O.BOX 343 BOTTOM OF TP/4 NO GROUNDWATER 7.4 J /0 PRIMARY w4» M pp\ ..see r^�a: �1.. F'h' �>i"' s / LEACH FIELD _ •T�'t f0 L�. ' YARMD 8 PORT, 8 02675 b )' 4, & I ( )362-8883 DATE: OCFOBER Il 2ao] j 7� \T1• � PLAN VIEW �",/ I °"'° <?,w �` mG � � � ,,� �• � ��i� ): caLP�ocTSK.IEALT DRAWN: K SCAE® L : T Y RELQ D. Aa o FILE NO .0-F D/..L urcARTM DWG N0'NO.ST83-9190.0002 ... 4 r, ;- wwnsva .. JOB . - o Beam 02 / by Weyerhaeuser 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam® LVL (/ T,1�6.30 Serial Number.7005121161 usw 1117r-JOW1126-46AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope4.512 b--3'6"_b AO dimensions are horizontal, Product Diagram isConceptual. LOADS: Analysis is for a Drop Beam.Member. Tributary Load Width:2' Primary Load Group-Snow(psf):25.0 Live at 115%duration,15.0 Dead . Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 40.0 0 To 3'6" Adds To wall Point(lbs) Snow(1.15) 5625 4127 1'9" - Beam 01 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.43", 2900/2206/0/5106, L1:Blocking 1 Ply 1 3/4"x 91/2"1.9E MicrollamOD LVL 2 Stud wall 3.50" 3.43" 2900/2206/0/5106 L1:Blocking 1 Ply 1 3K'x 91/2"1.9E Microllam®LVL -See iLeveIV Specifier's/Builders Guide for detail(s):LI:Blocking DESIGN CONTROLS: Maximum Design Control Result Location. ' Shear(lbs) 5084 -4963 7265 Passed(68el6) Rt.end Span 1 under Snow loading Moment(Ft Lbs) 7885 7885 13541 Passed(58%) MID Span 1 under Snow loading Live Load Def!(in) 0.030 0.106 Passed(U999+) MID Span 1 under Snow loading Total Load Dell(in) 0.053- 0.158 Passed(U719).. MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:IJ360,TL:IJ240). -Bracing(Lu):All compression edges(top and bottom)must be braced at T 6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLeveI8 product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an ileve-18 Associate. -Not all products are readily available. Check with your supplier or il-evel®technical representative for product availability. -THIS ANALYSIS FOR iLeveW PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLeveiS Specifiers/Builders Guide for multiple ply connection. f r t �, e} PROJECT INFORMATION: OPERATOR INFORMATION: C � PAUL W- .. ERT Architects. _. Paul Swanson 1 ,�' SWANS t�,,i�;. Hughes Guest House Swanson Structural,Inc. STRUarUI�AL 1360 Main Street 116 Forest Street No. 35334 > Cotuit,MA Franklin,MA 02038 job 2923 Phone:50&520-1333 ,tar' ` Fax :508-520-1334r< paul@swansonstructural.com Copyright o 2007 by iLevele, Federal Way, M. Hicrollam* is a registered trademark of iLevel®.. _ C:\Documents and Settings\pawl\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360Hain St Cotuit\bm 02.sms Beam 03 by Weyerhaeuser 2 Pcs of 1 3/4" x 91/2 1.9E MicrollaMO LVL TJ-SeamV 6.30 SDI Number.7005121161 Use 2 1117MIX181128:08AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Versiat 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED V ' b` 13' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:T 6" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: " Input Bearing Vertical Reactions(Ibis) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.W' 1463/645/0/2107. Al:Blocking T Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 1463/645/0/2107 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See iLeveM Specifier's/Buikler's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 2053 -1756 6318 Passed(28%) Rt.end Span 1 under Floor loading Moment(Ft4-bs) 6502 6502 11775 Passed(55%) MID Span 1 under Floor loading Live Load Defl(in) 0.291 0.317 Passed(L1523) MID Span 1 under Floor loading Total Load Defl(in) 0,419 0.633, Passed(L/363) MID Span 1 under Floor loading _ -Deflection Criteria:STANDARD(LL:1J480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'o/c unless detailed otherwise. Proper attachment and positioning of.lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel*product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveW Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Buildei's Guide for multiple ply connection. OF PAUL\FJ 1 r. SWAI-4SON STRUCTURAL No. 35334 PROJECT INFORMATION: OPERATOR INFORMATION: ERT Architects Paul Swanson —tom Hughes Guest House Swanson Structural,Inc. /7 (? 1360 Main Street 116 Forest Street Cotuit,MA Franklin,MA 02038 job 2923 Phone:508-520-1333 Fax :508-520-1334 paul@swansonsMxWral.com Copyright ® 2007 by iLevel®, Federal Way,'WA. Hicrollamb is a registered trademark of iLevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360 Hain St Cotuit\bm 03.sms ■ V/ Beam 04. . by Weyerhaeuser 2 Pcs of 1 3/4" x 91/2" 1.9E Microllad*LVL TJ-Bean*6.30 serial Number.7005121161 r . User2 1117 MM 11:29:39 AM- Pagel versi=6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED s - • Overafl DQ11en31011G 30' r t Product Diagram is Concelituai. z LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:,V 4„ Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%1duration 12.0 Dead Vertical Loads: r 4 Type Class Live Dead. Location Application Comment °s Uniform(pit) Floor(1.00) 200.0' 200.0 ,10'To 20'' Adds To wall+8';roof SUPPORTS Input. Bearing Vertical Reactions(Ibs) . Detail Other Width. Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" ' 240/146/0 7 386 Al:Blocking '16 Ply 1 3/4"x 9,1/2"1.9E Micxollarn LVL 2 Stud wall }3.50"' 1.90" 1596/1232/0 1 2818' B3 None 3 Stud wall 3.50" None 1596/1232/012828. B3 Nonefi 4 Stud wall 3.50" -1.59' 240/146/01386 Al:Blocking. '1 Ply 1 3,14"x 9�1/2"1.9E Microllam®LVL. -See iLevel®Specifiees/Builders Guide fordetail(s)-A1:6 Blocking,83. DESIGN CONTROLS: . Maximum ..Design. Control Result Loeation Shear(lbs) ``_ 1454 101866318 Passed(160/6) 1 Lt end Span 3 under Floor ADJACENT span loading " Moment(Ft Lbs) -1898. -:4898 117751. 'Passed(16%)" MID Span 3 under Floor ADJACENT span loading Live Load Dell(in) 0.640 0.308#' Passed(U999+) MID Span 1 under Floor ALTERNATE span loading 'Total Load Defl(in) " 0.063 0.617 Passed(L/999+) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 30'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 'x- -The load conditions considered in this design analysis includeraltemate and adjacent member pattern loading- ADDITIONAL NOTES . -IMPORTANT! The analysis presented is output from software developed by iLevee. iLeveW warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design'cxiteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user: This output has not been reviewed by an iLevelS Associate. -Not all products are readily available. Check with.your supplier or iLevelS technical representative for product availability, THIS ANALYSIS FOR ilevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS TH!S'ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeve*Distribution product fisted above., -Note:See iLevel®Spec es/Builder's Guide for multiple ply connection. s PROJECT INFORMATION:.r ' _OPERATOR INFORMATION: �Ptil4L.W. ERTArchitects. Paul Swanson _ S1td�NSON Hughes Guest House Swanson Structural;Inc. STRUGTUt�AL '�` Na.35334 1360 Main Street 116 Forest Street } � Cotuit,MA Franklin,MA 02038 job 29236 Phone.:608-520-1333 x � Fax 508-520-1334 paul@swansonstruc:Wral.com d t 7/ ©� Copyright ®2007 by iLevelS, Federal Wayi WA., '' s Microllame is.a registered trademark of iLevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\2900-2999\2923'' ERT Hughes Guest House c 1360 Bain St Cotuit\bm 04.ams ' "1_ _ a. - K Beam 05 by Weyerhaeuser 2 Pcs of 1 314m' x 91/2" 1.9E Microllam@ LVL TJaeerr�6.30 Serial Number:7005121161 User:2'11171200611:311:16AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engirre Versioit 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 1O. 'Product DiWam is ConiceptuaL LOADS Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 200.0 200.0 0 To 10' Adds To wall+6 roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.52" 1150/1106/0/2256 L1:Blocking 1 Ply 1 3/4 x 9112"1.9E Microllam®LVL 2 Stud wall 3.59' 1.52" 1150/1106/0/2256 L1:Blocking 1 Ply 1314 x 91/2"1.9E Microllam®LVL -See iLevel®Specifiees/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 2181 -1767 7265 Passed(24%) Rt end Span 1 under Snow loading Moment(Ft Lbs) 5270 5270 13541 Passed(39%) MID Span 1 under Snow loading Live Load Defi(in) 0.105 0.322 Passed(U999+) MID Span 1 under Snow loading Total Load Defi(in) 0.206 0.483 Passed(L/564) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/C unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by iLevelS. it-evel®warrants the sizing of its'products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user_ This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLeveI8 PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product fisted above. -Note:See il-evelS Spekafier's/Builder's Guide for multiple ply connection. & q PAUL V1. r� St4rANSON PROJECT INFORMATION: OPERATOR INFORMATION: STRUCTURAL Q � ERT Architects Paul Swanson o. 3533a Hughes Guest House . Swanson Structural,.Inc. �� E 1360 Main Street 116 Forest Street `'pNA Cotuit,MA Franklin,MA 02038 job 2923 Phone:508-520-1333• 17 08 Fax :508-520-1334 " paul@swansonstructural.com Copyright 0 2007 by Mevel®, Federal Way, NA_ Microllam* is a registered trademark of irevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360 Main St Cotuit\bm.05.sms M31' Beam 06 by Weyerha rO6.30Seri 1 3/4" x 9.1/2" 1.9E Microllam®LVL ' TJ-Beam®6.30 Serial Number:7005121161 User 1117r2=11:31:5EAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Vwsiort 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED d 3. Product Diagram is ConcepttmL ' LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential:Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 200.0 200.0 0 To 5' Adds To wall+8'roof SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift(Total 1 Stud wall 3.50" 1.5a, 575/5411011116 L1:Blocking 1 Ply 1 3/4".x 91/2"1.9E Microllam6 LVL 2 Stud wall 3.50" 1.50" 575/541 7 0/1116 L1:Blocking '1 Ply 1 3/4"x 91/2"1.9E MicrollamfD LVL See iLevelO Speciflees/Buildees Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 1042 -633 3633 Passed(17%) RL end Span 1 under Snow loading Moment(Ft-Lbs) 1216 1216 6771 Passed(18%) MID Span 1 under Snow loading Live Load Defl(in) 0.015 0.156 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.029 0.233 Passed(U999+) MID Span 1 under Snow loading Deflection Criteria:STANDARD(LL:U360,TL:W40). Bracing(Lu):A I compression edges(top and bottom)must be braced at 5'o/c unless detailed otherwise. Proper attachment and positioning of lateral iracing is required to achieve member stability. 1DDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by iLevel®. it-evel®warrants the sizing of its products by this software will ,e accomplished in accordance with il-eveM product design criteria and code accepted design values. The specific product application,input design )ads,and stated dimensions have been provided by the software user. This output has not been reviewed by an it-evelO Associate. Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability.' THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. kpowable Stress Design methodology was used for Building Code BOCA analyzing the iLevelO Distribution product listed above. SWP..'30N e t` v STRUCTURAL Ca ROJECT INFORMATION: OPERATOR INFORMATION: No:35334 RT Architects Paul Swanson �O 4 fughes Guest House Swanson Structural,Ina 360 Main Street °� S L?dAL V 116 Forest Street "v.y .oturt,MA Franklin,MA 02038 ib 2923 Phone:508-520-1333 Fax :508-520-1334 pauf@swansonstructural.com pyright® 2007 by iLevelO, Federal Way, HA. - xollam® is a registered trademark of iLevelO. iDocuments and Settings\Paul\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360 Main St Cotuit\bm 06.sas . Beam 07 by Weyerhaeuser 2 Pcs of.1 3/4" x 91/2" 1.9E Microllam® LVL - TJ41e8rtO6.30 Serial Number.7005121161 User 2 1M7Q=11:32'AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Er>pine Versiat&30.14 - - CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension 23'3- 1 • o; ® Ell ,o d g•� d 8', � B.S.. •Product Diagram is Conceptual. LOADS Analysis is for a Drop Beam Member. Tributary Load Width:11' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 255.0; 162.0 0 To 13' Adds To wall+8.5'loth Point(lbs) Floor(1.00) 1463 645 13' - beam 03 support 1 Point(lbs) Floor(1.00) 1463 645 26 3" - . beam 03 support 2 SUPPORTS: Input Bearing Vertical Reactions(lbs) ,-Detail Other Width Length Live/Dead/UplifliTotal. 1 Pocket in masonry wall 3.50" 1.50" 2664/1000/0/3665 L4 None 2 Steel column 3.50" 4.02" 7462/3097/0/10559 -L5 None 3 Steel column 3.50" 2.84" 5664/1793/0/7456 L5 None 4 Pocket in masonry wall 3.50" 1.63" . 3207 11070 I 0/4277 L4 None -See iLeveM Specifier's/Buikier's Guide for detail(s)-L4,1_5 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 5391 4455 6318 Passed(71%) Lt end Span 2 under Floor ADJACENT span loading Moment(Ft-Lbs) -8666 -8666 11775 Passed(74%) MID Span 2 under Floor ADJACENT span loading Live Load Deft(in) 0.129 0.275. Passed(L/767) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.163 0.412 Passed(L/607) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4"o/c unless detailed otherwise. Proper attachment and positioning of ' lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. v STRUCTURAL PROJECT INFORMATION: OPERATOR INFORMATION: <` P o. 35334 ERT Architects Paul Swanson � `ZY Hughes Guest House Swanson Structural,Inc. 1360 Main Street 116 Forest Street CotuiL MA Franklin,MA 02038 / '� Q� job 2923 Phone:508-520-1333 Fax 508-520-1334 paul@swansonstructural.com Copyright ®2007 by.iLevel®, Federal Way, WA:. Hicroll=9 is a registered trademark of ibevel®. C:\Documents,and Settings\paul\Desktop\Swanson Structural\2900-2999\2923 ERT Hughes Guest House 1360 Main St Cotuit\bm•07.sms SMOKE DETECTO `' REVIEW - CAfl90NM0N0)nDEAIAflMS - MUST BE INSTALLED PER /%ri G6K.L IO l(p MASSACNUSETiS BUILDING CODE BARNSTABLEBUILDINGDEPi. DA A. - ai FI T � DATE ERT t ING ARCffii'ECPS,INC. yr n _-------------..-___—............. ..... -___-------------------.--------_------ 947 RWTE GA,UNIT 8 - 1 f: II _ - ...._.... .r�v°Rwn v.Rnn°nz.__. of Founo.noN __ 3-8 '- 1 Ire-1. r YARMWTNPORT,MA 02675 I CLO C O.: s/wood e P a... sVol°5a do,° ,a(508)362-sse3 ax(508)362-4883 B m m i oae� 5 ++ �l NEWGILI—QUARTERS t' . I � R J r --__- __---• FO : I LIVING -- - LIVING a THE HUGHES r I� AREA -------- AREA _ i � 1 i a, f d a,: »d r ° ° RESIDENCE :a• ,r vi z R 1360 MAQJ STREET I �— ------ COTUIT,MA - : 12 . y� I CRAWL SPACEA. . _� L BEDROOM w - BEDROOII� '1i " z a,z atf LI_5. i1 _-- S/p °�u ° ' —: RUEnA. � � ws,°-.no°x T FIRST FLOOR PLAN ROOF PLAN P nP e e S-. "���' e• ° FOUNDATION PLAN PRO ecT Oil- - K .nRsJ oan:awco u s oT 2R140N5. 1 a.ae smucnwra r axEERws Lj -... I it i S . PERWT SET ,3.],.W PPOgtE55 SET - ROCRESS SET S AF II e I C ii s IR I d I - 0 I I tl.�.. I � - js+l:!'c+pv�lu i I REclsmanoN �. C vi a ie•o e I a� 'I° I i i ' 8 I LI ° , UN—S oINER,°5E NOTED. e „ a I wEAET No. --- -- --- do _. L— _ PLANS illy ATTIC FRAbIING PLAN FLOOR FRAMING PLAN - fN]/a'xT in-,K CMT.e.xJ.uei iOTAI NU4RER GF SHEETS Rw��DP`� SET. V o e._°o.G 3 ¢avEnn N N m erROOF FRADNG PLAN M N fr a UN.= «au Z s„ w a�F11wr m°wi.'ouc ai moors A couvlErz sET a wNc oaAonxcs - t t _ RT AR CHITECTS .wmumva 4 ROUTE 6A,U Aaxur a0rc sx vdcs ... - "r 9 7 NIT _ PO BOX 343 YARMWTHPORT,MA 02675 -- }- _ — - rvcCo" p a+ p nws„wc - (508)td(508)362-8883 P ¢ f.N 362-4883 +' � SMOkAGE _a :. . L,Lx'-r,�'zC• S" '-[rA] ry`1 .. ., NEW G u,ER T UESTRQUA Nrs ,`i-..'x RTeFs as: THE HUGHES w ^ A. -. - pos + 4 -c c' -- -Dpsr EE * RESIDENCE x �� 4T �- +--..- 'fin 4 sr nod „ r n,i n: :cs3, r - �� `�Y�i• �. -1360 MAIN STREET COTUIT,,MA __ _ _ _ DDu p —— — —— — — ---- -------- J—— —— FRONT ELEVATION' REAR ELEVATION wane 4 SvrlPuaTs 2To A T. e 12 E« - - p-so ReERcuss wsvu - RApTms srro Ar wAu _ AiLRApRns. •• Aln 49 uu� rnvp1eme ( OJEcr v D3U] A L G CLOS c i•��'' r.oe ..� _ DATE Sa D tzar o] EsawNEcnM `� •+ �_ - RENSIDHs .a ooRO '� V A.0 CNRAL L _• MT n 13 B SniU ENdNEERNG OUTRIGGER/BRACKET DETAIL -T- - I '" "`" -' OUTRIGGER/BRACKET DETAIL .. - x nann.s wsuun -�•r 1- p CRAWL SPA rrau m - - - PExwr sEr rzor o] a p - .. TNN. " P uN tW r .i �• - BUMDING SECTION"A": d odzEss sEr +- - w PR -'-- _ OGG RESS SEr a. T , 1.4 ri �- ——— — . : —ter_ ��. y '°R"`�� REdsTRAnaN 7; r .. ti e r� � .^�"•�' � iEss orNER»,sE NOTE S yl _ srvEer rvo. es _-y"' '` `?�" --- ------ r''-'"^ -`-; •y - =� ELEVATIONS -- K - y - LI & SECTION . . • _ - TOTAL NUMBEROf SrvEErs -. • sE _ ----- `--------------- - -- 1 • -eorTwvsomwc� -- r ------ ------- ------- - TNIs sxEEr wvAuo ------------- UNLESS PCCOUPANIED BT LEFT ELEVATION RIGHT ELEVATION A cD"P�E BE]Dp b - a» ERT - - ,Hm.P,,PE sNx _ T,PK.E w.0 No ARCH1'fECi•S,INC- - 947 ROUTE BA,UNIT 8 mussEs er urn _� ('"l PO BOX 343 aP Pu s - a YARMOU7NPORi,MA 02875 "A."._�" .�". aixc(sEc ays.) �S08)N 36 p 2- 8883 RIN—T _ - - fax 50 382-4883 ,n"mx PErNapD -"� - N 'A II I x naEs 6Pa. R,D DDwaa.ss Ixs� 11 d -- -- NEWct., 7QUARTER9 EOfxln puTE6 e/R'EGw.BOND 6 �,� SBa�iToP•pcuv.r.xMm FOR: .� _ I THE HUGI-LES RESIDENCE 2— I160 MAN,STREET MA MA CONK, ` O TYPICAL CONNECTIONS O T�PICAY EXTERIOR WALL DETAIL O TYPICAL SILL DETAIL 77. Pub/ 7 ro snm w"'`��•'-T ?III II=1 - mR 80?,N FH dl. .SPxKT 11- EU LHI m�.pna . um lmilz.: ii PRaccTp O6oDm Ii y ��r EmnNO � IIII DATE ISSUED 0a.26m _ .T/s'a�E,xRE.DRm -i I II llll—II a III III IIII_ EoaNcT I REe510NSx, EmTNc To6Ea+mDxors_N. I ,11-111 III 111_II LTE_I—1 iRIDGE VENT DETAIL TYPICAL FOOTING DETAIL e EmxD,nmO ,-� ,r � - a PEA,pT PRIONESs sET PR SE PROGRESS SET ® SILL DETAIL@ CORNERS- �NKT Rm - - 3 °a m 6— 6EOD�Ia - " e 'f, RE—A- --- Y Uss OMEN—Nom. r.- NIE . I - SxEET N0. Is II 11. III II IIII ill— IIII DETAILS f IH III III—IlfW�Jll �II�111 II �I�i DETAILS :fi=T—IIII-IIII11 milt Illlll�rL'I it-r III 1-. rove.NuweER of sNEETs tl.,.-1 ITI�I I� III�III�III_,IIL—I'I ICI�1.1.JII.w!I ICI 3 _ 3 O TP1mR A'KE DETAIL O COLUMNwPAD DETAIL IRIS sxEE�T�xvN1D urv�ss Aa P,.xIED 9r �' .wuvIETE SET a wORxIND DR•N,xcs T Assessor's office(1st Floor): - SEPTI P 2 �����'.���a�Assessor's ma and lot numb r . _ LEDtConseniation 'Board of Health(3rd floor): v�VQoN`�#7Sewage Permit number �. 1 I ME�IJAsrancta TOWN RE Engineering Department(3rd floor): 1� � 0� � ` ' '`�� House number Definitive Plan Approved by Planning Board 1g APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN ' . OF . BARNSTABLE 1 BUILDING INSPECTOR APPLICATION FOR PERMIT TO I'�jU IL-0 SG-D RA 649� 514-60 TYPE OF CONSTRUCTION Vl aO9 rjQAA/XA 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according �to the following information: Location % b Irk' !1j 6� C1 O 1-v / 1 " Proposed Use �-TO12a &q� : `7 Zoning District f�-, Fire District or)I T Name of Owner 5 A O 2`'f M Address 13LO .NVa lA1 Sj- GL2 N Y Name of Builder 6d!C.`/� /�! `-(-�2- Address '06 X -7 Z(7 PjA Z/" avrl� Name of Architect /3 0 211 M L 6 D tnJA) Address 1 ?rbO /-V3 1 rJ S� CVrV I f Number of Rooms i Foundation n00l1-67 COnJ&. et'i!5 Ftf;P-S Exterior T, 1- I Roofing 7-0 -YA 4-e>PlkA L-r Floors `yTf�tiJ - ��"����'�� Interior Heating No�Pj P Plumbing Fireplace ofJ'e-- Approximate Cost 4000 Area 2 o X Z�q = g a s I'. Diagram of Lot and Building with Dimensions Fee �U 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 �W Construction Supervisor's License d 3 3j F SEABURY McGOWN y No 35462 Permit For BUILD STORAGE SHED Accessory to Dwelling Locatiori 1360 Main Street Cotuit Owner :Seabury_ McGown Type of Construction Frame Plot F Lot Permit Granted October 22, 19 92 Date of'Inspection 19 r , Date Completed 19 1 -K 1 • �i Mx COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF 1010 COMMONWEALTH AVE. MASSACHUSETTS BOSTON,MA 02215 LICENSE EXPIRATIONDATE 09/30/194 COCONSTR. SUPERVISORSUPERVISORCAUTION ., EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB NONE o 09/30/1992 . 043338 o PRINT IN APPROPRIATE 6 5 BOX ON LICENSE. _ z PH I L I P M MILLER BLAST! {( P€�Q TORS (a # ''== 4 G—:�5 �� m Pik BOX 7:�'6 Zrz MUST IOTO. PHOTO(BLASTING OPR ONLY) FEE: F'ALMO ITH MA (_2541 m � � 100.00 1 NOT VALJD UNTIL SIGNED BY LICENSEE AND OFFICIALLY U G f b 1992 HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER DOB: I J -C 31 • D.P.S. THIS DOCUMENT MUST BE ' '• v"'�' nv CARRIEDON THEPERSONOF SIG SIGN NAME IN FULL ABOVE SIGNATURE LINE 1,_ RE OF LICENSEE THE HOLDER WHEN EN- OTHERS-RIGHT THUMB PRINT GAGED INTHISOCCUPATION. +, COMMISSIONER '+ .•4, {• �= ' 1' { I i i {-:,� � � I � � � ' I 1 "I � I i� I I ..! I � i I I I f :� . FLlz. PACtC�]j CRllSF1c1�' .�L!/ESTo�I�� Tom?.6' gELo -':FNv'.LJA�,EC15T . ms Srtr /o. S a .� e' IN yA_ 7N r LF'.Vt'; - 2CI�S75c r3� i d !.�Ga .!�/J• S i C071)I i t zo ya flsnrn� FLK: PgCK�i) S(46.6 3L(/ESroI./F� ZK6 cou-dm tG' • ---.S�1x'i�ND:B."-;��`Cor;•J_'�iY�':off _ � _ . ��:" •_ _ _ - -• ' -.. _- Wl- Frzo - pile I - Wm. M. Warwick & Assoc., Inc. t i PROFESSIONAL LAND SURVEYORS October . r, 99 1 CIVIL ENGINEERS 213 OLD MAIN RD.-BOX 801 NORTH FALMOUTH,MASSACHUSETTS 02556-0801 r`�_ll i:=;t>>.i:'1N f•_•_ri.r'1 ` '1.ti0It '_'2b'6 . 7I1 FAX(508) 563-2638 ^ - _ J.li_li s. M_'.ssL`:11` •t•iJ 02601 • . 3 TI,iT 4r•:i' r:1}ram? -_�i_} f'�rr',i r•,i._'rr ri}i) 11 tl'i. 1v:1'.� '- ..•1_J.:;:, 11_;ltlilll�` •ate ..I . RE: REQUEST FOR —AIMENDED ORDER OF CONDIT ONS' 49 Main SUM (off ,ocean St.), Coltait, Massachusetts Dear Rob, On behalf •_�1 m+T client 1l}•. _.ii�.l:'L ry t•'i•1�:1�17v var please find _-si..!i_ -.^.."i TT'.� i 1 '',:,i:ie_ •,f f revs Site `"'ja 1'10 '15 91 5 for }}:v ibo—, e + icai^Gjlr•ui'7 pri_, s . i ___ !:'1 _ , +__ _. _ '•'1'13 'i 1`-_� - - _ � for i 1.1 _.r_ :' T�: i'J_: 1'v':•. = l '_tr !y.h _* plans tia r membersnext, _(_•1*r t:�_1:-TiT'._i.T1_',fi i'•-.+l-11 _:•,�ll••lf.Eil.i}at�:•__.,-•ii'i:-.�:Yld. '+ re ? '-'y;•• rat tlrueir al` +•r:v t1';�,y;1.r_jr7 ,_t:it F:1.1•1i+.i'"_+ I iuuTil This revised e :e sit plan .�,eP1::t_-. the increase cye1-c of tIe 1{ fil _ 2 further }r }•1_.e TiTn .7 that the i:ir.�,�4'+i r.:: -7 be +•:orie %••ii-:i�i?_ '-.r,•:,:1 l ttl 1:11 1 _. Oil-: 54'••_ _ _ _ _ ':sl_�.': �:ii�: •.r 4, •:iil:l` rii L1.r .. lii•.`i'•_ it G`.il'-.+ll__`. i .`•,i , -" • ' '-`tde. This ri1:a: r,i'_r, _.-p - :,t•;.iv:r. Ll -::-lp ir' -r _ .' r.: 1 dll•J -_1 i.1 l:l�"•:' '. �_-� Gili �•:ltlGtl= ♦ •_ F a-•. :�jT•_ _• t l C!J '.•:aii rv�1° ?'°£1 .. the recent srent : trin�.,_e_ to the Board of u:'._u"Itt t N :-i lS1 d.o ls. The parking tr _ln_ Gry-i. ha-,_; been t 1 1ede_T so that it is located fvr:,- ' 4.r {ac11iTTrr thus... t+ 3 precast eca :(' chambers ,r j1 be o `) strength.1 i} irla }v-ff may - over. l:1�_ __._ _ _ 1G'.1+t 4::1•- .Vfli �_ :'t liu(.` :`1:1�ti_�•la =��: �.ia`_.+: •:i G�ilif_ yit��, ti��'=�. C.°. it 1 my -i ,. that the- revisions to t: : :r.,r• , r�:•i _'}�+.'n.'Liir„-- T.- `1 - � } _j?7e r, additional impact on the ri�r��,,, •i•;;r• i the fe._ ,-and r,%,r l- .�. 21'1 Li•.+..e+ -1 l}ts.y._'..:+:} 1 lt•: +1��_ _+.ST+. _ lIt 11'.: area, ,-and.�j., r..11l-_t ,':1_:11.l..,• r ::'l+ i:t•1!llt 1l request that -l-le I��t.�ii mi..:-'si n approve the plan ilr•_i tt"+•_j+- a „s . er-,deii i_1 der' o :.r. ,.7iri L, b ,e fo 1} - p i�r:t.l..l;_.. li l lril:l ._s••:+.� �'.r•:l _ _..ra'._}l. •rt�:' F: �. :1_I,.:f 1+_.t- tl.�-_ �••�`•:I'•_ . a l of er en-clitc this s`7 jest,14_n. Thank rrr-. 1 very +-:.i,�.:-. 1',.r T o _ }i +' and. .,_,+'1':i in this ilttltl� �.1 j_: `t •'r � iil+_t:ld 1'_r. f +�.r cooperation r: �t � f�(_ +;-�G+'::t li;,a-� Y _1_ .t�l•11t G.rt.P 11_`_.+`•1•_.`a-?u +ail•: rtt 1 - ij +-r: {�. _7 i i= rs•7,, t-_rr. rr -n-. l�'•-1 ? � Please L::�, rS _t,t. lii� � rt have :1 tv T, ._ ti. a'_.L•l•-r. 1�:' tl ltl•:. � - i i r: i It you It=` any i ` ,i'.'ti v. Sincerely, rTr e r i to�s_: 1 r T,,i7i It 8, Assoc. f rtt_. Su llt B. l lr tdt_'_ - cE,A en 1. DE� ' E cc �tiC•. r 1•.egit?ri e, b ury h4 t olve,Trt -Phil 14iller- t ►, , O03 F<lS Assessor's office(1st Floor): s SYSTRA PIUS 'M .Assessor's map and lot number - p,q Board of Health(3rd floor): Sewage Permit number '��® , ali U u L C� Engineering Department(3rd floor): 13(. R`�tln ��*/T���.CUDii.;'inoNr gv'D t BeaMABIL a9TanLL J House number t639• Definitive Plan Approved by'Planning Board 019 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only' ¢, APPR0VE �N �j k� ~ 8 ns blA nservation m�ss�dn 1 „ O 1' 1J ,,,R,,N S T A B L E MU' UNG I S F E C ��nnAAdd pate 19LFFCICATION FOR PERMIT TO I+ TYPE OF CONSTRUCTION Ap p I I').�).1 a-s• 1 ✓�r+o.J 12a TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location MA I tJ t, — Proposed Use 0 (..+ Zoning District f-�l' Fire District Name of Owner M c-6,P-t aJ Address 5%Z Wjd51-0w/ rk. t LoO& 4oAC I�y� oZ Z$ Name of Builder FRILAP Mu..wtft 161fl'W44 /GIL G9► 11^.*'4c-Address &-x 7261 rALIAOUM.0 A'*- 02!r4i Name of Architect AC,ozo Sneje- j"S. 1�k.. 'R'� Address OK 2 G���� I dil7qZ Number of Rooms S f✓e '`) Foundation 1701169 G014-O&V6 6,01C- 1 r Exterior WkW'S 64,f-9&9- 15j4ItJ6Lgt15 Roofing A5(1r4AI"f Floors wyog SfR�P Y r(L.4 + CA 2('6 f Interior VAyv ,,.L- . Heating r 14. (/✓• Plumbing Z X2 f-5A ray, Fireplace A4%601 64 t 6X t 120 N b Approximate Coster.12.S oo•o Area Diagram of Lot and Building with Dimensions Fee `jt�L S 41!t► rt►� /J Arf'A c-A e7. 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 i F„E ems._.�'.�`CTV vv lv C' d fc�lll� s£�$ y �N'C/ Permit F 33521 Remodel &- Add-ition No oyu . Single F,amlly Dwelling ! Location 1360 Main street Owner lei Type of,Construction Fram -� p ff Plbt � Lot � � � r�� F� '' � �� t♦� ,� .� t_. Permit Granted February 271 , . 19 ' 90 Date of Inspection. 1 M ' ;Date Cornpl��f" 19 C. �0 a •Y � i �,y e•. l _ i 3 G ZONE: RF .I MAP.3J, OUT OF LOT 22 PJAOq ZQNE: V11 ELEV 16, V17 ELEV 15, A1J ELEV 12, C Panel Na. 250001 0018C , �\ ? RENCHMARK.- RM 46 ELEV. 25.82 PLAN REFERENCE: P8 454 PC 43 DEED REFERENCE: 08 6492 PC 91 N Pr161SN � s \ \ II LOT [,CI[ 59,783 sf upland 8,600 sf beach o ASP TOTAL 1.S7t as �P �ewo rNr D°z q1['�' \� .r....N�°.'Z.fA`�se, •sr.°[x,reN LOT 8 - ,( \ _ � \ �eeP '•',�C.`c sP sus APPxOrINAW 4'SSPOM—Af— W M CAN SAND -Pxresr coxcxn[curers 'S asr��Buncw ear _— - �'ea.'�"` � \�• / e�M 2•W SA—ANWND oun[r,Pvcs u...•[t 1 . 1-1 I V itbl J e I LOT 46 r=•\ \�a" a as\� °Ds SEPn[r"x,t r p ,y 4 ^ OP Ic s�F•P)tr ' • a.me %.�°ram I r , I "SITE PLAN[' "PLAN REVISIONS" `�C�F� I ma -, �p� SEABURY McGOW r.,A1r N-11 w s es A.DmrD DP"oND eN N 1 # 299, PCL C MAIN STREET er1 COTUIT, BARNSTABLE, MASS. � �2nvev xcws[+D ex F .Pcv. I//o/%Y7 n/2o/rs xrosr mana - Scale: 1"=20' Date: 8123189 ANo. DA¢ D[sumnoN Der GRAPHIC SCALE N •�o�[,l- T'_ W7nw M. Warwick & Assoc. Inc. 216 Old Main Road Bos 601 NotlA F i--th. Muss 02556 (617) 563- 2638 2 _,!', PLAN CONVENTIONS AND SYMBOLS ORrDt All plans have a 4'^0" x 4f-0^ r.fannc• Hriq, Yhlch la 1t x 1• ec f" scale. This Hr;d !e uoed 9-11T.w the . -oy latlonshlp of elements on tha plan to the •r I.rIor wall pan.; po el clone. Exterior wall panels ara Ill-O• wide or - 1 increment thereof. (The panel widths range from 21- . to 81- ^.) LAYOUTI Many element• on the plans ere ear Mly located with reference to eh. grid And often my not be otherwise olmension.d. When grid-line roletioneh 1pa are not clear, loaatl:ne are Spec tried by dlmsn•Ions. Dtman.iortm always •� ..1 �1,[ i.F,� ` _ 7 overrule apparent grid-I in. re latlonahlps tf the two dlir.1 s. Interior dlm.nsione ara normally given tc the - `•� `rt0- `t-` oantorllne of interior partitions. I Fxtenor dim.nelons sea normally given to the Mod", line, which in plan 1• the exterior stud line, wltheul sheathing or other siding Included. DIMENSIONS, 'he dimensions ariN expressed`IR'ft-three-part number .ysf am, representing feet, lnch.s, and•lxtaenth•;� The dim not* 70-8-72, far.xsmpl., r.preesnts 10 feet. 8 Inches, ens 12 sl ataenthe, or f0• B-3/4 Moat mt or Se mu Tiplletl cut to ..set lenBeh, which is d.siHna[•d by uma of the tore•-part dim.n.l:n.yet... ' - Soma materials, much as foundation sills, are supplied a• •cock long the for field cut by builder, end ere gluon full foota8e dssi gns bons. - Exsmpla, 8-0-0 --- cut to exact length. , 8' --- stock length for field cut by builder., - - ) DIHENSIONINO, An arrow, thw„la a dlmenelon to the foes'of on eUment, The Co.. r.f.r....d I. always the key fads - 1 - ,•� `I sad In the cons erveelon procedure. Glebe and floor decks ue. alab or aheathing • b-floor,surface. 1 Exterior walls are dlmonsioned to the exterior stud face (which-ls the modul•.line)'. - - A alrc3e, ehus,'Is a dimension to the canter line of an element. (Interior partitions are normally - - - dlmensI d to their center line.:) STA RS• An 17, Sndle.tem d1r.o Clap of stair run, with `U° moaning uP, —0 -DI meaning down. °Open- or "aloe•." tell-whether [hs stair hes'Op:.or clo..tl rl ears. ^U fin, . brlflpi•nsd basement Stairs. P."fD AII.9, Because our building• or. :--addesk with ac andard parts,•using a repelltive conmtmv tlon.system, each aat 1 of working drawings is accompanlod by.e boot, 00 of e,a d.rd tlstalls. The applicable details for the :;"atlen. section, and f—Ingn\g drawings are indicated by symbols on the drawing.. of doscribed bolo,, �,, [- 1 ' '• II • Indicate•detail A on page 9 of the act of droving•, r= 1 A9 AIndl..t.. tletall 3 on page A9 of the An[sit book. SPCTIC11- '.motion A on'Page 6 of the not of drawings, wlbp w DESIGNATIONS, In p1M: case manta era r.pre..nt.d by bore• 2'-8^ long (the •ash 1I 2'-1 wise), C...m.n[a and ftxad Hlaa. combina[San• or !L I! wltllh fixed glee• wlntlows ara r.pr.eentOA by bare• 4'.0" lgng. 1 The designations are as follow.,, - -�1'�•T�'t_:-r—.' A . Awning wlndowr 76 0 76• height ......nt" • - _ _ -'l_lE_iltLr- F . Fixed glees 4tl o 48" h:lghf c ont TO Tr. 1da1 tlsotl lees Ln .. 60° het fat c ant y pets g tl 7�;� E1 ENERGY DATA over(angul:r g.Dle tll..a) FO/.A ° Fixed glues r ewning window ' SL• gliding glee. door Casements leh secs hardware have a net elesr f width of 4 and a" ^ 1 � ' I • 1 of 47-13//6^, -cap, opening 2 �• max lreum Sill hetght , 3' LIVING LEVEL PLAN o�� window,, are tndlceted by shading. Operable wlndove • e distinguished from flretl � ggl:ae vSy hr�[n dlegonal 11no., wl th the hI TIged aide of the ......nt ton the vertical edge Whore I thee. tins. meet. D—Lanatton. on ch• wlnoow: on :I_.fton.: ; (+ UPPER LEVEL PLAN I L J wince,with ..cep.hard,.or. . T£• . Window with tempered gI... SOUTH ELEVATION ' TR,. Window With triple glsting I DOOf3 DF.SIOt1A'ION3, _ - - 6 NEST ELEVATION Interior doors am deafgnatod'by a aim line Sndlce[Ing eying and a numbs end latter ae toll w C 1h,mber Indlcat:: width of door - flrst dtHit Ia feet, :.Pond tliglt.la fnche.. 7 NORTH ELEVATION .Uttar Inge cattle rvIn r hid a .Edo as you face door awl !naway) - - e e Y ng B f (o 8 FAST ELEVATION For other then,.wing doors number Is followed bY, . -..i SL. Sliding door•; BF . Blfold door,. PKT• P—It.1-doorI S.C. Solid core door • (SL in exterior wall idol..... .liding gl... door.) 9, SECTIONS A-A, B._B 8 L C ' Ex ke riot door• pre de.l8neted by . tins andarc 1nd1os:log 1ng, and a numbs and a lect'er combination, ; - - 3 Isame Pe interior do are dl arS. ,]lam• Adore stidgnleh.d f solid do rs by shading of the glass on •�1 O,' •SECTION D D el•vat ten.. ' - .OL NOTE, A11 doors are 6'-8•high. i C SETSCloeete ere identified b ac ter In a'OirC le } p ) • ' - I'-�_i y 'l. (see oast hash page 1BV �! 'L BLILOING CODE COMPLIANCE ( © Standard qr clothes cla.et L -Wnen cl et '•� +®'.Brno- lose b. - .t P i`entr c lose '1 t I ' G ) 1�•• IRE BANS FOR THIS 101101/6 HAVE Ali.PREPARED . - y t ,''/ �88 69,E t p - - - Is[Onr�lla�Y(}WITH THE OESIGN CRITERIA 01101N6 L00[,E THE [ ABBREVIATIONS,•For o mplets`.11,,C refer to'detall•.book, page II. ,I/��p� p•..t�.y - yEAB(IRY,ICI MCGON E1` ' • Il li THE R[iPO.S NI111V'0[INE IYII OCR Oa OYH[R ,1 OWNER TU r rW1 _ 10 H01111 ACORN S7RYC[WIfS Of AN[LOCAL IaINOTTEHIO BAL. 11s luster 17fpN„ + Foundation N T,C Not 1 c retract p'� Yt• �l.tybyy....7 1 •, du/ ',10 NIII 1001 PRIOR f0 THE PREPARATION 01 WORMING �'• B[DO.` flu 11tl lot Pp. • Plrepl doe N%T.3 Not,to .gals �L99LC��R , 1 9►( T - ORWbTIO ( - B1DR. . sue. ]R'IV. Pootin 0 C On..near tym' STARBUCK-C S RUCTION EOuao.nGH.]nL MGR[JILtRiNlut.tunR[tu a.o .BM. • BoomMil t� ND9, Ilaedor PB . Prof ec tetl bay t - 1 10110116111"1'1"1111E0111 a11.1111111 SNI11(e 'tKILj Column WON. 71ang.r - BB . Rloge Daam t;RDIAIItV b 1a1 101UJRN fOG APPROVAI,01 lo[u MaROm11q.' CONC. Conorst JST, . Jaie[ - 9;C. s'9olid'co re DBL. Doubt. 1. L.C. tell Y--.loom � T.O - . Tongue and grpc £L. - . El.vatl n ((hetght) M M111 ae V/ With - LZV, Elevation (t!1 aw M:O-6-6 Miffed to 6-)/8P V/0 Yltnout4 of bu lldintl) '4 V V 6 9, .. PA .9 gga�yq f PAGE NO, t..! wtuw,mow Nwt„�:c� .o.'a,w• COTUITY C. MCGOUII. -2/ls�90 +BB _ 1 [ - (N Sy'..AWN. ,• ''� ACORN STRUCTURES, INC, BUILDER, STARBUCK CONSTRUCTIOY ? 809250 CONCORD MASS 01742 • •yi',_y_ --`1 �N3 :+V .: ::..0 :`;y ,".. A. <•...f. Ij,....eR�•, h. -f ? :1 '! :."4..,... .,. � ,..: ":°t„,,.. ,i: t: A.1.E .. 4J 4L..fi. :'..':. c. Q• x,., �'�. " :A �'. «t ...;.. 4 y . i^�-:'4,. -.°d.. :i 1G•!ti,:t:.r k x,,..,< $,r. 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Ai� k ,.tt3ixi}t`��"' 'Gy j J. `-! a! 3'' '.I FxISTING BASEPIENT ELEVATION OF EXISTING ; COTTAGE TO BE RAISED' _ I 2 FEET (LIVING LEVEL SHOP TORAGE ` x't� ELEVATION 20.2') ST66;T0 t GRADe,A6 A¢OUI h@D -- 1DUILD6R TO BOPPLY.AATE0 I ALB, O6TAIL8'AND.LABORS'A8�P61'ONNBAm., .' N4 }II a Q2 DOUBLE DOOR BY BLDR AS PER OWNERS tT F II APPROVAL: DOOR TO BE WIDER THAN. �. STANDARD 6-0 DBl DOOR; F¢ft��3 G ! f r• � ._ __ of .. i. ¢ 4 9 — O,l I ka tt°. V •2-0-0 ' t 1 3z �2-0-0 1 to La �a BUILD TO APPLY GYP' Ba; AS PER 14, LOCAL ODE I 9 ;�t � - , — �, ------ . . - -- ( _ - to o.• � .\ t `;� Il ,I,A h { N t '.(LI �I 'I /J \ � � , .. _.: 1 .•,t ! d 4 �, O�R I� — R L _ s: C — ! • P r ^inss "VI }-.` QV�Jed E a 2/15/90 BB a •*,bco»'Alo"!le aA M , +, ae s• LOWER,LEVEL PLAN ., - u`s •. - Ff,S j '.IADD ewur wna"nn YC COTUIT, t•1A ACORN .S oRUCoURES; INC, ,IiUILDER: STARBUCK CONSTRUCTION a , BOX YSO.CO CO r e „�._......>. _....... .». _ .-. . w - -a... -.• 4,, t,il s,(. `�':.�:#, - , Wit,_-.a-• . _t., .. ..,,�.r "`" M r • . - r INSULATION STANDARDS . ENERGY :CONSERVATION DATA HVAO RECOMMENDATIONS .. .(SEE.,SECTIDN 'K• IN THE DETAIL DUCT -T�•" .. A�L'T nC SYSDUCTESIZES.GN ARE REGISTER L50LAEI�' " .� •: _•ccg IOF#LiNE, gIOCEVEM RESPONSIBILITY OF THE HVAC'CONTRACTOR.' ' •i y 1/,,EA�FREE EE)AREA•,4.1 IN_2" STANDARD ROOF R 31.4 _ _ 'ITIHE FOLLOWING 51ECOMM PERT IONS NSHOCE ND - )) ( .. - RDGIINO ,t •, - AN ACORN HOME. 1 RAFTER VENT - - ' - • - r'crOE4 FELT.rrbERta,Ar PLAN SYMBOLS'. VLY SHE SKYLIGHT (R•a:4), 1 t-4 kY I r AG08+vEHt SPACEM �' X99F0!-40119 WAWIC DATA' I e o . 1b7 SUPPLY DUCT SUGGESTED LOCATION e . '•E A ATTIC F1Da+ IIF P•3D ACE :LO4O FI RETURN 'DUCT GLASS I ' - ri, RGpN•FILLEO - i ♦ r • m- 'DUCT SUGGESTED LOCATION•' r -1N9A.AT IHD.GLASS- •B' -M11.POLVEtHYLENE 11;V GYPSLM BOARD.' 1 1"THgra►.dry'Ianal 'r � :r.• " , __ r •(• '.PRE•LV7'►!p_ VZAST II I, RDUCfOUGH SOFFIT OPENI OVER. MAXIMUM � • ,HELD TIWt t9 AEATHIM 6 J Oliaing araA¢•oC;kotai rI ROUGM OPENING DEPTH THIS PA YEl+f PASSAdE'(NET FREE AREA-5,6 IN 2rLT)', ( wall aY'eA i `.IS �I' SEE DETAIL A' THIS PAGE. 'I A , B-MIL PGL YETHrLErE + .� _ • JOINTS%ALED nIN TAP@ EOUIPHENT SIZING. '. SWPL IEO BY A[RIN STANDARD MALL (R tA.DI: •' ue vA "a - 2 , 1% MAXIMUM TEMPERATURE RISE THROUGH .� '„ VENT PAssAGEJ I�r , •WOOD SIOIND , -I 2'lustyrlersad o •,05 R�3b ..' FURNACE: 28'F, DR 400 CFM/TON. r - •'(rEt tREE `- A' + HOustwRAP ( floor. over unheated,' '.. . 2, SUPPLY.REGISTER DISCHARGE - 5.9 rN:2/LP) - 's `, anola"S og. !1-.T9 - VELOCITIES: 500 FPM MAXIMUM. - va rtYroaD • .'� eslerieP galls '3. RETURN GRILLE AIR VELOCITIES: WINDOW R4.6): JOINTS IN FOAM BOARDS •R-13 VlACED FIBER GLASS - �.^ ^ with 3/4" ro I, 450 FPM MAXIMUM.. .. SE LED WITMJAPE.GLIPPLIED .-glGalrlgN doubleAq ' BT AC411/ '•S-MIL POLYETHYLEN[ .) LBW E � � Ir2' OrvU BOARD- : erlp3Js ""- B - REGISTER LOCATIONS ATING GLASS LI - 4 I glass L DISTRIBUTE SUPPLY REGISTERS AROUND - WALL WITH FOD RAM R-19,< : 1 - •lab sedge,lnaulat(ot1l ' _ •I ZE CONCEN7RAlEOTHE RHEAiNE LOSSES f ORGAINS unheated ■lab :9 III;10 1 _ r •,nT LARGE GLASS AREAS. - NO sIOINO heated a1ab I- _I '1 heated baaemant oailaa•I SOLARIUMS TYPICALLY RCOUIRr- ', •MIMENRAP' 1 in33a AbQqva trdd ,06 `ION+ ONE SUPPLY REGISTER PER BAY 1 • 112, PLYWppD ' •Ga13a tialor grid •0 1 , TO MAINTAIN ADEQUATE COMFORT. . CANTILEVE 30.1 cuT raw +P-11 LFFACED FIBER GLASS 'I PRE•COT FOAM Z Lra 3. RqETURN GRILLES IN CATHEDRAL CEILING - + N• PLY GLOCKS J01ST8 OCK9'a: ,. w ova oflahln, fd, - � 5PACES•SHOULD RETURN AT LEAST 501 PPOLYISUCVANW�[AFOA1r OF THE AIR FROM THE HIGHEST POSSIBLE I UeFLGGR ng doo & (cft/Aof - POINT. I . vY GYPSUM WARP '1 ,,Ring doors (o l'bL/I,f., I .1ND LAYERS fY ' FIE"71 R IIB 91µ SEALER-.. I Of doer) 0 0 rJ - M. SOLARIUMS WITH FLAT CEILINGS OVER FIBEP GLASS i Gliding doers o - - ( SHOULD HAVE HIGH RETURN GRILLES ft, or c" .14 - I NEAR THEIR PEAK. ,- oG BBpo 06 BASEMENT,,WALL(R•I2.)) + SLAB ON GRADE(R-IS. "I B AT EDGE): 1 S. DON'T USE RETURNS IN BATHROOMS OR F bR.xiAB PLYNooD ^ •G-MIL P0.TEIHYLEfE VAPOR BARRIER, JOINTS , KITCHENS. 'I. SCALED WITH TAPE SLDpL 160 Br ACTpM YAPDR • .• SLAB _ BARRIER WIST BE COVERED rnM DUCT INSULATION _ BDAPD M EOUI VALENT FIR6_RATEO MATBRIAL. •P•11 2• EAIMOED POLYSTYRENE M`F •R•13 l' ACED FIBER GLASl FOAM A7 SLAB EDGE y 1. DUCTS IN UNHEATED ATTICS OR 66 • 1' EKTRUOEO'POLY5IYPENC t .'A- ,CAAITILEYERS: R`30. 11, ZIIT FUPPINO y PAAM BETWENSLABAND ,F;A.EXT N 2.' DUCTS IN GARAGES: R-19. N15TE: INSNED SPACE!'SLBg(I NFE P-II FLAME RESISTANT FOI •!ACED F'IBW,: !3'MIN SANG GR GRAVEL FILL „ _ j, UNDERGROUND Dl1CT9: AS PER'ADORN GLA$!FTr n•Ia AAO POL6yNYLENE.BASEMENT SLAB(R$.$): .S-MIL POLYETH+LENE UNDER FILL. DETAIL BOOK SECTION 'K'. • - 1 2'.C><iq�B POLYSTYRENE LA - •• . • A' SLAB �4 . •FOAM TO 2'BELOW.GRADE - +3'M19,SAND oR f + ��.� �,a w r��•.`>ii'd°w:�ie.i,��iQ,:N. GIRAVEL FILL, R-l.i;YAxxjOEO , _ * ' - ACORN STRUCTURES., INC. ' POLYST DAN 1 BILL SCALER • UNDER ENTIRE SLAB„ BOX 250. CONCOrO,,MA59'.01712 O .g-MIL P o YVAPOR 7cjF(�'py LoY �1 PICGOHU •/LAAPfdIPEI OE�INWALL• lV 1UY 1A,J'W BUILDE91 STARBUCK C011STRUCTION ENERGY DATA DUCT (SI2EAAS PEA BO 0 _ °?•'^FLOOR SYSTEM-� 0 B-0 HAK .L ATE r• I 4/20/69 Q . , .2/15/90 BB c O OBFRAME I 1 SHIPPING DATE: ': - DRYWALL _ 1 v1 WINDOW op DOOR 0-0 B •SY•-ADD. N. - CT_EARANCE r _ _ t. • O O !. , - _ I . - JOB No. PAGE ND. . AZDUCT, SOFFIT .(SECTION vIEW) Q Q ~ SCALE: 3/A'•1'•d' � .- � �T r�.8a69•, E1 - i rrt✓y -r .3' "i: ,Yq r+ ..�, Y.> A� tr i• s y:' .. r �` ,,i-t 7 '��i..k7 k a. 4.3- t/. �, ( yy Y�w "eA7 p7q"�: 44✓ AgyN t.Ni:.:r.. '± <r a e: '"t• '•t� !l. � i k 4 } n 4 d 6 4 Y, E::+NINUUtJ LkITN'ESCAPE`H�ROYARE'; zF^ ter'.]. 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FIRED DEPARTMENT T �' 4 1, r _ DATE 8:12 - - .. � - � .�c+e.Dnt'oEoaDmame..Bnn® ..... -- ---- --------------- F R PERMITTING sal ROUTE 6n. UNIT 8 ----- --------- ------ ---------- -- -- - - PO BOX 343 - a YARMOUTHPORT, MA 02675 REQUJREQ o tel _8883 Z. _ O _ ".T I N - e fox(508)'362=4883. .B - LO. m T .. .� ;........-..# 'T' :::...._: , _ ,1••, 36GALIVANI2ED STEEL _ o I 1MAROOECESCOM .. .._ _... _._7 ...: I �{ _ n 0 - 2'-4 __ 2•-4"- G AREAWAY BED TYPICAL VEL - - n n� e 0 n „ I -. r- DOUBLE JOISTS UNDER A - NEW GUEST QUARTERS. c: ALL PARTITIONS- 8.12 ... - 8:12 ! ___ _______ _ : CONTRACTOR MINIMUM - .. 068 - LIVING - LIVING : FOOTING COVERAGE ;n CONTRA THE HUGHES AREA r SHALL 1; AREA 3 M FOOTI N < A:3 OVERA I _ w FOR is - j. .,.a. I �. ..:. . - RESIDENCE ------------ 10'.2 3/4" _ 8:12. 8:12 I SHELVES ACCESSED _-- -SHELVES ACCESSED - - - - F _ :li e. —� I j FROM THIS SIDE: FROM'THIS S!Dk `C, B - - 0 BP , g O ALIGN } nI _ ..... _. - 36 P_ -- 1 0 MAIN STREET - COTUIT,MA _... _.Al .... _ - - - 12'DEEP 1 2 WALL W/3 8:12 8:12 / P /2 WALL W/ ... SO COL ABOVE CRAWL SPAC' 0' 3 0E FIELfl-ADJDST" H - - '� "'-' - PROVIDE 12'SLAB FOOTING FOR: -12 DEE 1 50 COL AB VEUP 1 B CK STEP. INCLUDE TI o RESIN ®12'DAT N. 71E IN TO FOUNDATION.'i ,2:,2 2•,2BEDROOM BEDROOM A.8 A3 n - , _ fJ p .w l•) _L. ______ ______ ______ __ _ I __ _ _ ___ _________ _________ THESE PEpyrnG.cT TONSiB CllM i.:.....__' r 3068 PNtPDSE$OME55 STAMRCH:m . • 8:12 , AN ORIgNAt AROIITEc15 ..• ________ _ _______ _ _ __ _____ ___ __ _-____ _ STAMP AND SON ANRE A MARKm - ` AS 9 RMIT -caN TRUC 1•..b. •' SET•OR S TRI SE A E FIRST FLOOR PLAN A t3._D. 4._D. - - _ AILLpI THE-.ARRANINQ TITS OEsds.µo ROOF PLAN A _ SD-D ,HER®AR,,o�By-D REEN RIE PTHERE.OR POmPEA .' . OF ERT ARCN.ME M C.NO PART THEREOF SN.LLL �PEAM1550NYOF THE FIRM ENT ARENITECIS, TTEH FOR ANY PURPOSE,EXOEOT MIR SPECINC MNITTEN FOUNDATION PLAN" . .:, . ,-Y. .� - - I '• �, .. - - PROJECT#:-060307 - `.. - - -- - -- -- ----- -- - - DATE ISSUED: 12.31.07 EVISIONS r r . x j .. . 9. 'EP GIN RE.FL OR OIS S - - :X TYPICAL NOTES: .. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF ,Z.31.O7 - a THE CONDITION OF ANY EKISTING STRUCTURE.EQUIPMENT OR PERMIT SET APPLIANCE AS PART Of BASIC THE AGREEMENT UNLESS IT IS PART T ' '""•A i PROGRESS SET - % ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND CTS DOCUMENTS IS . b '�.,"� F - - e•,,, _ MADE ONLY BY VISUAL OBSERVATION.IF THE ARCHITECT'S DOCUMENTS PRICING SET.. >- REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE _ AT THE RME Of'REPARATION OF THESE DOCUMENTS.THE SERVICES • J - t : 'PROGRESS SET' • MILL BE ADDITIONAL SERVICES - O k STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION 'M #� O - 2 3 4' 9./2"1.9E LVL It WHEN-FRAMING IS COMPLETE AN0 PRIOR TO ENCLOSURE BY INTERIOR - - .. WALL PLASTER BOARD/FINISH. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL - EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE - •' - • - - NECESSARY TO INSURE SUCH PROTECTION. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS.PROPOSED - - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOT"ARCHITECT - - �•OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. a,_ • 4 - - - - - CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS// �, Lj :. - - SHORING ETC.TO MNINTAIN//PROTECT EXISTNG HOUSE AND STRUCTURAL _ INTEGRITY OF EXISTING MOl7SE O CONTRACTOR SHALL SIZE INSPECT RIFY ALL EXISTNG VS.PROPOSED U 9. E GIN RE FL OR OIS S - /VE -CONDITIONS PRIOR TO AND DURING CONSTRUCTON AND MAKE ADNSTMENTS rit •' - 2X1O®1 -.O.C. - 2X1 ®16"O.C. O - REGISTRATION AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN PARAMETERS AS - U ® - _ .A WORK PROGRESSES. V p N 1 SCALE: 1/4'-1'-0- 0 1 2 4 B f, UNLESS OTHERWISE NOTED.- 1 ............ .. ........:._..... ... ... . .. .. ....... '. SHEET NO.. _ t A.1 PLANS TOTAL NUMBER OF SHEETS.- ' - - A.2 ll q N SET: A.2 3 FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY - - THIS SHEET INVALID - ROOF FRAMING PLAN THEN A : UNLESS ACCOMPANIED BY - ELEMENTOS RE SIZED R N ACCO DANCERW H ALL PLCABLE CODES _ F - FLOOR FRAMING PLAN ' A COMPLETE SET OF WORKING DRAWINGS - 2. Y I .....,......1.a .:,. t.. ASPHALT RIDGE CAP. . . .-.. .. t _. -- . . ............... ....-.t.... ... .. : 1 - _ _... _. I 1 ..,J ._ _ L _._ 1 ..._..___._.___..L - - _ 1 - 1 t A 1 1 ..,1 :..._..... .'.I..-' .!.__.. ..:..... .A1 ..._.1__.,y1 J 1 ..i. t tERT CTS,INC. ! A l __ _. .J. ... '•.7,. 1.. L -.-. ASPHALT ROOF SHINGLES '.I .:.L _ ................ .. �. .t AIINBRRfCC1!•uEmon •manes :r.. 1. .; 947 ROUTE 6A. UNIT 8, AW31 .... AW31 JI 1.... -I I I l I _ I t l - 2836 , .: CONTRACTOR SHALL VERIFY - ,. A l PO BOX 343. J. - t. 836 T -ADEQUATE ROOM FOR FLASHING A - _ I _.._>... _I YARMOUTHPORT, MA 02675 y_...... il- -1 _ tel (508) 362-8883 STORAGE _ - - _ - _-_- ...__.L._ .. - - rz- _ �:'=:. =c` -- ------------ - -_-- - - -sTORncE fax (508) 362-4883 r ... .._...mot._ " ,.....: ......•. _...L. , .....,... .: -.t- ............•.. .t r�... wlFsxrAEmaeslscar - -.. - COPPER GUTTERS :. .. :. .. ... :. :. .. JJ EXPOSED RAFTER TAILS -- ... 11,.f: - ..'.!.l•,."t�., L rf;,� I' 'L �,�.,L J.__.l" � � - t tXa CASING Y"_' _ NEW GUEST QUARTERS _ -, r I t 7.. 2•AZEK HISTORIC SILL 2852 2852 2852 1 2852 2852 2852 - - I_f f �L :T 'i f A T l.� 1 I - FOR - .7 1X5�1X6 CORNER BOARDS - - 1 C. — _ L"T Tf l I Cf.Ll f t '" t';. I "l..r.I.I f ': ' WC SHINGLES - ...t' T-t.l ! .L. I T :,1:1.."_...f-'�`.l 1"� T"..1;..... t".....V.L _,.1..:.1`.:.ti.. - . THE HUGHES .. .FIRST FLOOR t r. ! .J.i 1 ....1 f _.-I,f'.r f ....,1.,"f. 1 T ..._.(.. 1.....,...J.,1 .:T._...:.....:..1.- L' ..r- `, �__��1•r,.'L.:•;.,�;,";:r:'::,r;:";fwlJ;: ��' I[ ,- _L..•: '..:r..:.tJ1L�_L:.1.1:..4.. F FLOOR r —_—— —_——————-- --------- ' `REBIDENCE - ' SLAB ——————— -- ---- -- ---- — -- --------------- --- -- --------- -- ——— —— : . 1360MLJIT,MEET _ - - _ ` BOTTOM OF FOOTING r'.. H r, - ti ——_— ——— _—_ ——————— ———— —— -—— �._ ——————— ---- ,SLAB ————,———— 1-------- i— __ _---------'-— —— - - BOTTOM OF FOOTING COTUIT MA :FRONT ELEVATION . ALIGN REAR ELEVATION t _ _ 12 ; 3.5+i 2%8 CEIG JOISTS 0 16. O.L N C. 12 UNMUSHM STORAGE NESE PUNS ME NOT rO eE usm . - - M - • F.POMITNIc OR CE>1-C- - - PURPOSES uNtEss sTIJIPFD a sroan - WEN M aaraNu McnTEcrs .R-30 FIBERGLASS INSULA ION - :,r sEuro MO Si. s uMNm - STORAGE 12 •8 •sERNtT sEr cnw gr. -s STORAGE�y O ENT ueat M I.C.THE ME, EE NCON NESEN.WW - 1. PUNS INDIC�lEO TNENEd'OR REPNESENIED i TCl'ENT ME TECM INC.MO NEWVN THE PROPERLY _ Or ENT MbOEECTS,IN NO FIRM. CON SAP •y • - - BE UIM D NY MY PERSON.FRtN,OR CW2 wYmtN t v .CORAVENT STRIP VENT FM MY w�F ExCN. MIEN -MC R IN. b - PFAbSSipN OF TIE FIR FAT MCWIECIS•.WC: - _ - - GAREA CLOS PROJECT#: 060307 DATE ISSUED: _ L 1 \ ED� 12 31 07 _ _ .. FIRST FLOOR - - - REVISIONS: 4 _ A.3 FIRST FLOOR i ' t • _ - -. 2 - - 3 R-30. I'll BERGLASS INSULATION CRAWL SPACE b ` - SLA — —._-——- �' ----- SLAB -..:.., — OTIG VMA NTOAINO48FOMINN CVG F _ - __ - - BOTTOM OF FOOT) - - - - . MAINTAIN 48�MIN.CVG" . . .. _BULL DING.S_ ECTION"A 11 - r... PERMIT SET ` .12.31.07PROGRESS SET, PRICING -, E�PROGRESS SET 1X4 1X6 FYPON:BRACKETS. {'Ir. .! .. .r - 1 t t t . ff;. 2842 28a2 EO CONTRACTOR M HOR VERIFY STORAGE ._ —_ AD UA 0 FLASHING _ _______ _ - - - .Lie... 1 ... — ——————— ——— 1 _ _ ._ ——————— ..._— -a— .._- _.._-f.. .. - .� ,L.� r=- — STORAGE— A VJ REGISTRATION _ _ R F LAS G t. t', ',�i AI Itf, I ;a... .. .I tl .: 1 1 1 .. - ' r 1 _ •- _!_..1�.1 I 1 't �1 1 :J.-]1�._7 i.l._...--.f.::._.,___.-! -.l_..i._..;"�. � �� stAEE.i/a-=1•-p• _1 C•, t..�-.. .�•_11_ :_...J.I ` IItT ,7_7 r.11 .tJ, �Q i,.l 1.. - _-_.ir_..,_ ._".___..-1.1_H'� 285 rr'..:.:_"JT-•--_-�_ "Fri L. I I.. I r L t :I,.:[ I-'�1 _;_rl.<._ _r�.c T ��r..-r�r o E z 4 e ` "r t ' - ..'it'. Tt MI-r..-:'T -*-'• L.C.=.—lsr-- -- ----- 285 r r..-L"tom. :a f:"..}- �-1� - _ UNLESS OTHERWISE NOTED. - II - ... f �:, a - -SHEET N0. FIRST FLOOR - -L r r :.r t `J :1 J _.,, Y ,_...t t l r r1 t I, J f .._"T-,r!.:..,.T i f .. L. ——— — r .a.,...:•✓w. n t t ——— ——— — — — —:�I—.— — .l L.:1 f L 1 I ..y L'r.. r 1'1_i"::.i: FIRST FLOOR A.2 1.I:T"•I 1 , -�' ..,°• t '"•t 1"1'" ------- ---- EL 1-7, EVATIONS . SLAB ———.—— — — —————— — —————————— — c) OTBAL NUMBER TOFO4HEET5 - • T ———————'—— �` ——— —— — — —— —— — — —— —1——— — SLAB IN SET: BOTTOM OF FOOTING ————1--------------------------- — L� — ————— ————--—�'-- ———— —— _— —— —. —- ——TT M F — Z —i————.— _—_——_—_—_—_—_—_— _——_———_—_ —_—_—_—_—_--_—_—_ -- — BOTTOM OF FOOTING LEFT ELEVATION —————— THIS SHEET INVALID RIGHT ELEVATION UNLESS ACCOMPANIED BY A COMPLETE SET OF, WORKING DRAWINGS { r, r , ERT TYPICAL WALL NOTES �CHGM,INC.- {Y r - - o- .. .. ! . A�ERIe•BfIfYIOIpII>9(2'l�8•� _ 947 ROUTE 6A, UNIT 8 PO BOX 343 .. IN -SIDING(SEE ELVSJ RMO THP RT, MA 026 -tel 508) 362 8883 - "TYVEK" HOUSEWRAP t; i TJ RIM JOIST .i YA-''fax(508) 362-4883 75 - - i - - 1/2"COX PLYWOOD .I WWRARTARMWXT51CD11 I X ® D.C. INSUL SILL P.T. _ _ 2 4 6" - 2x6 'SILL R 13 FIBERGLASS L SEALER \. 6 MIL. POLY VAPOR BARRIER---- NEW W GUEST ST QUARTERS -5/8"DIAM.-12 GALV. ANCHOR 1/2'GYP. BOA 1; BOLT 0 4' 0"O.C. FOR:- �: b THE HUGHES &AROUNDB ALL OPENINGS - RESIDENCE - DAMPROOFING - ` COTU IT, T w 1 1360 MAIN MA MA r TYPICAL EXTERIOR WALL DETAIL TYPICAL SILL DETAIL - —O 1— —- O SOME t/2• ,- • A DO NOT C WALL - - - - - - - - UNTIL CONCRETE HAS - - ATTAINED'7 DAY STRENGTH - - . - - - - AND BOTH TOP @ BOTTOM - • OF WALLE PROPERLY - ASPHALT RIDGE CAP— SECURED,AR - .WA ROLL VENT B•POURED CONIC. LL IIIIII ! PLACE 20#5 BARS®TOP&86T IIIIII..� s.n¢sE PLANS ARE or ro az usEo _ OF WALL kk AROUND ALL I - - - - - - RIDGE BOARD DOOR,WINDOW,AND OTHER _ I FOR�I�uOR aTp EO .. (STRUCTURAL CTURAL SIZES �- WA P NIN \ 6 COMPACTED FILL _ \ARY) ; WALL 0 P 'QTAN AND A,--- MAY DAMPROOFING - it r. ASPHALT ROOF SHINGLES-1 .. FOOTING P - - _ IIIIII / OF - ©]oo)ERT APW�,Ecr4 Inc.niE DRANIN. D - IIII . - - .• - 15#-FELT PAPER - -• 2X4 KEYWAY - - A v ANs OF NOIC�lEO� EON OR r xE ENTEO D : - - - - THEREBY,ARE OANEE BY AND RERAM THE VREF-TY' - t O O 4 CONC SLAB COX PLYWOOD OF ERT ARCIRTECTS,WC NO PART TNEREOF SHALL I. m um m BY ANY PERscN.FDRL,OR COR—AnON RAFTER VENT -. - - F PEwM'i,s wWOF°giNE Ei�iT Enr"�ARoul�Ect R,R - (IIII S wK,G 30 g5 REBARS, CONT. - '� I PROJECT #: 060307 2xt0 RAFTERS. `- � FOOTING COVERAGE 6" ::: :: 'I I DATE ISSUED: 09.26.07, - - .. - - ,. IIII II I I - - _ - - - - FOOTING TO BEAR ON REVISIONS: III IIII .- .. UNDISTURBED SOIL _ - - - ELEVATION T.B.D. ` OT A RIDGE VENT DETAIL' 2 TYPICAL FOOTING DETAIL SCALE 1-1/2' V_O• - ' PERMIT SET _ PROGRESS SET .. r PRICING.SET - . PROGRESS SET 3 1/2"CONIC FILLED STL. COL ... s• - - NOT TO EXCEED 10 KIPS - ' - c ASPHALT ROOF SHINGLES 6 - LOADING h/OR B- IN HEIGHT. MAX. NG 7-0D.C. - - F SPAG " I'll A - " - 1X4 '.I 4"CONCRETE SLAB. . 4 _ i 6 MIL POLY VAPOR BARRIER - '1XIO °i CONCRETE FOOTING VA R . BLOCKING - - _ - _ BASE PLATE - - - 1X8 REGISTRATION F SCALE: II4•.1'- 0' '3 0#5 REBARS,CONT.' BOTH-WAYS(TYPICAL) TYP. WALL NOTES - IIII O,- - - UNLESS OTHERWISE NOTED. - - •< _. ,. r7I SHEET NO.. . III I� r IIII = :IIII II' A.3 • III LIK I _ II IIII ,�;I:-._:� II __ IIII IIII II I DETAILS S-P III - nlll. :,:II illll'.. ''III TOTAL NUMBER OF SHEETS - - II IIII. = .IIII.... I!: IN SET: 3 OTYP. R =AK E DETAIL COLUMN PAD DETAIL nHls SHEET IN scALE I—,/2 ",-D{{{ O SCALE,-t/2•-,,-o• UNLESS ACCOMPANIED BY. A'COMPLETE SET OF - i - WORKING DRAWINGS COTUIT N Cls. SAY A , F GRAD M SCALE HIGHLANDS C � '� `��'��'• 40 20 0 40 S OCEAN VIEW •,- AVE. AMPSON'5 ` LAND C OC(/s 4�- NANTUCKET SOUND ON 1 , r t LOCUS MAP I CERTIFY THAT PHIS PLAN HA; BEEN PREPARED IN CONFORMITY WIT rJ THE RULES AND REGULATIONS OF TI SCALE 1 : 25.000 REGISTERS OF DEEDS. ZONE - RF MAP 33 PARCEL S 22 8 44 � C.B. t FND. .& ry CHARLES B. SWAR?VIIOOU `�!' C.B. LOT 4A FND, V" 0 L.C. 6713 C L.C.B. ,' o " � FND. ol ��,' '� OFF op { �� � LOT 4S •✓d+ ��t --. .. ..... .�....�,, ,. —. ., , �'` ��► L.C. 6713 C ,, z do. WAY r , .`.-�,- B. C.8, 22 . 1 . 20' WIDE — or ==—.- -...... ..,....,. �. �� FND. �o FND. S 850 28' 45" -., A1190-54 Ir83 ,r, 404.47 `��• r S 195' 28' 45" E 5.45 C.B. FND. any s. Uw ��m ...,..-.. .... ,,_ L. bh, tbY 5183 S.F. WETLAND iko { a " S 815 S.F. BEACH / , '. ."`.....'"�'. P►� TOWN OF BARNSTABLE TCYTAL* 2.14 s ACRES/ ► _._. ` +dh� ,�, `� o o h�• �\ l 0. / ��'� `•. .� / -. o' ._... 11,6!!� S.F. UPLAND ' C.B. 1 �t S -. •. . 'r,, tr � _.._ ..� FND. ��• . r, , . '� 14,384 S.F. WETLAND 6i I AC. UPL D •�' 1 1269 S.F. BEACH 0 + 3�'' ,E J=' S. A0.8 �' / ;.;. Tt7fAL= 0.86± ACRE •.CT 0 V � C.B.. N It �• \�N '` FND. �.., `--_,`_ `__. � «, /9. r/ ,, . �►,' _ LAND=;�9.4 S.N. UP „ J 197.92 \ FNO: i//��\w ii /0, . , IC Ax Mct, �ti ,* ,4► QV ` lo Ali co !;44�44 14 ,,FND,' q41 r PVC> PLAN OF LAND FSM a �C`O ' ci IN 0*41 aft0 h s BARNST ABL E c COTUIT MASS . `� ` �` `' "� J O' BARNSTABLE PLANNING BOARD FOR coAPPROVAL NOT REQUIRED UNDER FRANCtS M, M GOWN THE SUBDIVISION CONTROL LAW. ' r '� MARY M. MCCOWAN TICS. 0 B T a a DA E h OFF �Z SCALE : 1 = 40 MARCH 15, 1988 BAXTER B NYE, INC. �� WILUAM y :L �'j► REGISTERED LAND SURVEYORS • c. MO' •� • f� rE y CIVIL ENGINEERS MID. 19334 ., r IF OSTERVILLE, MASS. -