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HomeMy WebLinkAbout0040 QUAIL LANE c ta.`L. LAIY�er r { 1 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel n' Application Health Division Date Issued _ Conservation Division Application Fee Planning Dept. Permit Fee ^ Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis Project Street Address i�� � �t 1N% Village IAO1At-I-c)Q4 L'MI Owner L Address f r��,���, ���. E lva a . Telephone <a o- S 0- 0319 q7&� Permit Request f 40 �J . P 0 Square feet: 1st floor: existing propose 2nd floor: existing proposedTotal new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 1ni(s n� Lot Size I OuClu_ -4- Grandfathered: ❑Yes L2/No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure r Historic House: ❑Yes &No On Old King's Highway: ❑Yes U!Ao Basement Type: ❑ Full ❑ Crawl U`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 V new Total Room Count (not including baths): existing new �L First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil 2/Electric ❑ Other Central Air: ❑Yes kNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4Ao Detached garage: D-/existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ c Commercial ❑Yes ❑ No If yes, site plan review# 4- CD Current Use Proposed Use APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) , Name aev .n L Telephone Number Address r License # Ll I SSA q 6 Home Improvement Contractor# Worker's Compensation 00"(w -� Sb la,ko__ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l_am� CX SIGNATURE DATES 0I�19 FOR OFFICIAL USE ONLY d APPLICATION# ' IF: DATE ISSUED ` MAP/PARCEL NO. ADDRESS VILLAGE ; OWNER ' .rr DATE OF INSPECTION: `z FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH ' FINAL . GAS: ROUGH FINAL `w FINAL BUILDING F _ DATE CLOSED-OUT, ► ' ASSOCIATION PLAN NO. — f r Town, Of Barnstable, Regulatory Services Thomas F. Ceiler, Director Mass 16y •lb Building Division Thomas Perry, CBO, Bu lding Commissioner 200 Main Street, Hyannis MA 02601 Www.town.b a msta b I e.m a:us Offices 508-862-4038 Fax: 508-790-623, PLAN REVIEW Owner: L)t-( P cA f -l5 Map/Parc(,,l: 16 Project Address v/4-I t S 6,. I4 C The following items were noted on reviewing:. �.C �`7- C hi' /►Y �.i(R �0 L-) . . 1- SOo w6( o PA Pe-o4O-F 0 a� t-•( d4 c S ©f= Reviewed by: Date: The Commonwealth of Afassach usetts Department of Industrial Accidents t Y. t. 1 Office of Investigations �1 ilflJ ;' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation'Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Bus iness/Organization/lndividual): C�na-P L._v � r Address:. eer c I Ito, City/State/Zip.'Vj, .. J_�,Ar6X6) �!f �,�Phone #: �0k AVarn u an employer?Check the appropriate box: Type of project(required): l. a employer with 4. ❑ I am a general contractor and I 6.,❑New construction employees(full and/or part-time).* have hired the sub-contractors. 2.❑ I am a sole proprietor or partner- listed on the attached sheet: # Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance, 9. ❑ Building additibn [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10..❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL I L0 Plumbing repairs or additions myself, [No workers' comp: c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' ' 13.0 Otfierd comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box,must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: tA �� Policy#or Self-ins. Lie. #:_ :zM 1�11.61.(, Expiration Date: Awit Job Site Address: -H o tx_ Ari+e City/State/Zip: tAO tNVI ° Attach a copy of the workers' compensation policy declaration.page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provide_d_abojve is true and correct: $:Jm SignatureDate: �.,/ Phone Fth only. Do not write in this area,to be completed by city or town official ,. n:. Permit/License# hority(circle one): Health 2.`Building Department 3:City/Town Clerk 4. Electrical Inspector 5. Plum bing Inspector son: Phone#: - * r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §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." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers compensation affidavit completely;by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(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 maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self--insured companies should enter their self-insurance license number on the appropriate line. 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 fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license-or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The-Office of Investigations would like to thank you in advance for your cooperation and should.you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-,MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass..gov/dia THEt Town of Barnstable Regulatory Services BARNSTABLE ' q ' MAS& g Thomas F. Geiler,Director- 06 Building Division Tom Perry,Building Commissioner .200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S09-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1'_Tbt:W� C�J� _ , as Owner of the sub)ect property hereby authorize to act on my beh if in all matters relative to work authorized by this building permit application for. (Address of rob) tore-of Owner Date Pridt Name If Property Owner is applying forpermit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable Regulatory Services e Thomas F. Geiler,Director s.�arrsntst Kw_Qs. Building Division Tom Perry, Building Commissioner 200 Maiu.Street, Hyannis,MA_02601 www..town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOn1EOV NER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code Tlhe 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 Superyl80L DEFIXITION 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 cons"cts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (S(--ction 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. HOMEOVrNER'S EXEMPTION The Code states that "Any homeowner perfomring work for which a building permit is required shall be exempt from the provisions of this scction_(Scction I D9.1.1 -Licensing of construction Supcnrisors);provided that if the homeowner engages a persm(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assurmng the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in strious 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 Mly aware of his/her resporinbilitics,many communities require,as part of the permit application, that the homeowner certify that he/she understands the resptrnsibilitics of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t and" and adopt such a forrn/ccrdfication for use in your community. 1 7 Q:forms:homccx cmpt Licensee Details 'Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Mass.9ov Home Public Safety Department of Public Safety-Licensee Complaints ------ s_: tllassachusctts- Department of Public Licenser e Board of Buil(lin�g Rc!�ulatigns uncl Standarilti Type Construction Supervisor 'F,: Construction Supervisor License License p 49879 _. Restriction 00 License: CS 49879 .. Name - Steven L Mellor Restricted to: City,State,Zip W Barnstable,MA,02668 Expiration Date 5/22/2012 Status Curren STEVEN L MELLOR 6 I Im 064 l icrn" . 1'99 PERCIVAL DR I W BARNSTABLE,:MA 02668 Expiration: 5/22/2010 Tr#; 26789 ('ummisitmcr I —�1. &.00u.. Office of Consumer Affairs&B.siness Regulation License or registration valid for individul.use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ,a1:17610 Type: Office of Consumer Affairs and Business Regulation ` Expiration: . 10/25/2012 Individual" 10 Park Plaza-Suite 5170 ST EN L. MELLOW t =x Boston,MA 02116 t STEVEN MELLOW` • 199 PERCIVAL DR W BARNSTABLE MA 02668 i Undersecretary Not valid without signature http://db.state.ma.us/dps/licdetailsrasp?txtSearchLN=CSL49879 2/1.1/2011 2/ 11 /2011 9 : 37 : 30 AM 8935 ® 02 /02 CERTIFICATE OF LIABILITY INSURANCE DATE(i1/D2iiY) THIS CERTIFICATE IS ISSUED AS A MATTER OF IHFORMATION. 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 IHSURANCE 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 CONTACT - Eastern Insurance Group LLC PHONE FAX 233 West Central Street (A/C. No. ERt,: (A/C. nD): E­MALL Natick, MA 01760 ADDRESS: PRODUCER CVSTOMER IDB. - INSURED(S) AFFORDING-COVERAGE NAIC N INSURED INSURER A: A.I.M. Mutual Insurance Co Steven L Mellor INSURER B: - 199 Percival Drive INSURER C; West. Barnstable, MA 02668 INSURER D: - IIISURER E: - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OFINSURANCE LISTED BELOW HAVE BEEN ISSUED TO,THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREIIENNT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE PAY 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. - POLICY NUMBER POLICY EFF POLICY EXP LIMITS Lt[ TYPE OF INSURANCE lmemn/rr[rl <NdNn/rrw> GENERAL LIABILITY - '" ' � EACH OCCUAANCE -. $ FCOMMERC IAL GENERAL LIABILITY - - DAMAGE TO RENTED S ' PREMISES(Ea.Decu —ce) ❑❑CLAIMS MADE ❑OCCOR - _ ❑ - RED EXP (Any ane person) $ PERSONAL 6 ADV INJURY ❑ - - $ _ GEN'L AGGREGATE LIMIT APPLIES ER: GENERAL AGGREGATE PRODUCTS COUP OP AGG []POLICY ❑PROJECT �LOC �- / 8 - S AUTOMOBILE LIABILITY COMBINED SINGLE LDIIT - ❑ANY AUTO _ BODILY INJURY (per person). $ ALL OWNED AUTOS ❑SCREDULED AUTOS BODILY INJURY(per amidmt) $ ❑HIRED AUTOS PROPERTY DAMAGE - .. (pe[ac ideny 8 ❑tJON-OWIJED AUTOS - ❑UMBRELLA LIAB ❑ OCCUR • - EACH OCCURRENCE $ EXCESS LIAR CLAIMS MADE AGGREGATE - 8- FDEPUCTIBL2 ❑RETENTION $ $ WORKERS COMPENSATION - - ® rrJrcD- oTN- - AND EMPLOYEES LIABILITY THE PROPRIETOR/PARTNERS/ - EXECUTIVE OFFICERS ARE - - - .E.L. EACH ACCIDENT S 100,000 A ❑ lncl ® excl 7020385012010 _ E.L. DISEASE -POLICY.LIMIT S - 500,,000 12/27/2010 12/27/2011 ,, . - E.L. DISEASE EA EMPLOYEE $. A100,000 i COlMIE1TS 1 . i M:• STEVEN L MELLOR IS NOT COVERED BY THE WORKERS'COMPENSATION POLICY. t -71 CERTIFICATE HOLDER } CANCELLATION - TOWN OF BARNSTABLE _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES HE..CANCELLED BEFORE THE RESPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE 200 MAIN STREET POLICY PROVISIONS. HYANNIS, MA 02601 - + AUTHORIZED REPRESENTATIVE— 3073 rY TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 13-07 Application 4. _ I Health Division Date Issued 1 L l -7 6� Conservation Division `_ Application Fee Tax Collector ' ") Permit Fee ? Treasurer Planning.Dept. - F D 2LY.Tt% v Date Definitive Plan Approved by Planning Board v-p --•A - ""` a c � Historic-OKH Preservation/Hyannis C © � - ,.�..., � ,t f. ��a.`�' p� deb. 11-13'V7 Project Street Address 1 C ' cK�,- i i�-13 67 Village �'; �� r Owner 1'Jlei ress Telephone .�� Permit Request �� (�_ �f ;� -CA QYZAAM XA JQVC JAIA Square feet: 1 st floor:existing proposed 2nd floor:existing proposed ~ I! Total new�-! Zoning District Flood Plain Groundwater Overlay Project Valuation 06, Co Q�f Idonstruction Type Lot Size Y —< tic �j Grandfathered: ❑Yes I ❑No If yes, attach supporting documentation. Dwelling Type: Single Family �` Two Family ❑ Multi-Family(#units) Age of Existing Structure NA-A,— Historic House: ❑Yes L&N& On Old King's Highway: ❑Yes r;❑No Basement Type: Of ❑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 i'' First Floor Room Count Heat Type and Fuel Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes Flo Fireplaces_: Existinq New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing &new size �- d� Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: , Zoning Board of AppealsAuthorization ,❑ Appeal# . Recorded Ll Commercial ❑Yes ❑No If yes, site plan review# ,- Current Use Proposed Use _ BUILDER INFORMATION Name ell oy - Telephone Number Address M P��.�J��+v Y' License# VQ , J ✓Sr Home Improvement Contractor# 1117 610 I CD Worker's Compensation# v - ' ALL CONSTRUCTION DEBRIS,RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE "` t DATE r , i FOR OFFICIAL USE ONLY ` APPLICATION# , DATE IS4SED MAP/PEL NO. ADDRESS- i VILLAGE E I - OWNER DATE OF INSPECTION: c, FOUNDATION FRAME ���— �O �O INSULATION 44-1 FIREPLACETH—RD —0 ` I ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT f ASSOCIATION PLAN NO. r x •r F L The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations A p y d 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' 't Workers"Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): l l Address: City/State/Zip: �..� ''_, Are you an employer?Check the appropriate box: :Type of project(required):. 1, am a employer with--�- 4. [] I am a general contractor and I 6 ew construction . employees(full and/or part time).*• have hired the sub- contractors listed on the-attached sheet. 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have 8. Demolition ' ship and have no employees ❑ employees and have workers' working for me in any capacity. 9.,[]Building addition [No workers' comp.insurance comp.insurance,$' 5. We are a corporation and its 10.0•Electrical repairs or additions requited.] officers have exercised their It.[]Plumbing repairs or additions '3.❑ I am a homeowner doing allwork . myself.[No workers'comp- i right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 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 a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site' information. Insurance Company Name: Policy#or Self-ins.Lie. T f� Expiration Date: #: A Job Site Address!l City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and ezpxration date). 0 �1,7 Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 maybe forwarded to the Office of Investigations of the MA for insurance coverage verification. I'do hereby r ' under the pains and penalties of perjury that the information provided above is true and correct. \ Si ature: Date Phone# na 1 Official use only. Do not write in this area, tb be completed by,city or town off ciaf City or Town: ' Permit/License# Issuing Authority(circle one): "I.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Affidavit of Substantial Financial Interest Of depose and state as follows: , on oath 1. I am an applicant for a building permit for the ,ropert� located at Map '7 Parcel The address of the property is 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is I 07 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ' � y 7 0 9- 4. Within the Fast twelve months, from today's date,.which is u , I have had a 1% or greater legal or equitable interest in the following propertie w ich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building property in which I have a 1% or greater le al o�'e equitable permit applications for g q able interest. 6. Within the fast ten days, I have submitted --Of _ building permit applications for property in which I have a 1% or greater legal dr equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of pe 'ury, this day of 200 2001-0050/afl'in Q/LOTTERY/AFFIDAVIT 1 CERTIFICATE OF INSURANCE ISSUE DATE(MM/°D/YY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Eastern Insurance Group LLC DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 233 West Central Street 1 POLICIES BELOW. Natick, MA 01760 COMPANIES AFFORDING COVERAGE INSURED Steven L Mellor COMPANY A.I.M. Mutual Insurance Co 199 Percival Drive LETTER A West Barnstable, MA 02668 COVERAGES 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 RESPECTTO 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPAGG. $ :LAIMS MADE[:::]OCCUR PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY - COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS - BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ ITHER MBRELLA FORM AGGREGATE $ THAN UMBRELLA FORM I: WORKER'S COMPENSATION AND WC STATU- OTH. - EMPLOYERS'LIABILITY X TORY LIMITS A THE PROPRIETOR? 7020385012006 12/27/2006 12/27/2007 EL EACH A (DENT $ 100,000 PARTNERS/EXECUTIVE EL DISEASE--POLICY LIMIT $ } 500,000 OFFICERS ARE: p INCL EXCL EL DISEASE--EA EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR ZOO MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY," ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE HYANNIS, MA 02601 0120 O of U) N i 0 w o fie �oan��aoouuealll a�/�aaaczc�ucaelt w N Board of Building Regulations and Standards °,�' E License or registration valid for individul.use only Z ZO CO o HOME IMPROVEMENT CONTRACTOR rn .� y .v before the expiration date. If found return to: — — I 117610 v o � .o �, Registrations Board of Building Regulations and Standards Expiration 10#/25/2008 Tr# 124413 One Ashburton Place Rm 1301 Boston,Ma.02108 Type Individual p O 3 y STEVEN L.MELLOR _ STEVEN MELLOR Z 1:_rnn w _i °���ui' 199 PERCIVAL DR�ti � ` , :. m ¢Q W BARNSTABLE,MA 02668 Administrator Not valid without signature >, JUN Z Q�Z W W af > a-Q of- Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-62 3 0 Property Owner Must Complete and Sign. This Section If Using A Builder I,_�L0 W1tC,d i+CaYY"yl & 60014 Y , as Owner of the subject property hereby authorize 5+nk"i, fiAeSor to act on behalf, in all matters relative to work authorized bythis wilding permit application for; , (.Address o fob) Signature of Owner Date J & Print Name i QFOP MS:OwNERPERMISSION OF tHE Tph. Town of Barnstable Building Department - 200 Main Street BARNSTABLE; * Hyannis, MA 02601 MASS. . - (508 1639. ) 862-4038 �� ArFO MA'I A Certificate of Occupancy -Application Number: 200707181 CO Number: 20080269 Parcel 10: 287109001 CO Issue Date: 03/13109 Location: 40 QUAIL LANE, Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: DEVELOPABLE LAND Villager HYANNIS Gen Contractor: MELLOR, STEVEN L. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed � �Eti TOWN OF BARNSTABLE . , Building Application Ref: 200707181* BARNSTABLE, Issue Date: 12/17/07 Permit 9 MASS. �ArF0 339. A� Applicant: MELLOR,STEVEN L. Permit Number: B 20073086 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/15/08 Location 40 QUAIL LANE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME. Map Parcel 287109001 Permit Fee$ 4,231.20 Contractor MELLOR, STEVEN L. Village HYANNIS App Fee$ 100.00 License Num 049879 Est Construction Cost$ 1,032,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND i CONSTRUCT NEW 6 BEDROOM,5 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ONEILL,I BRIAN TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: MAROONEY,CARYN INSPECTION HAS BEEN MADE. 1309 GRENDALE AVE BERKELEY, CA 94708 1{ , Application Entered by: PR Building Permit Issued By: 4Y± �`' ��' L THIS PERMIT CONVEYS NO RIGHT TO OCCUPY AN.Y_STREET;iALLY'ORSIDEWALK OR ANYTART.THEREOF;EITHER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OFTUBLIG WORKS. THE ISSUANCE OF.THIS PERMIT DOES NOT.RELEAS&TH&APPLICANT,FROM THE CONDITIONS OF ANY APPLICABI-5SUBDIVISION RESTRICTIONS "- MINIMUM 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS L iqlo Ole 3 f r� D�C 1 Heating Inspection Approvals Engineering Dept �— Vo 9 Fire Dept /�/ 3 S O 2 ,',� A Board Health aad7- 51q �� . . � .. ,� � 1 .. 1 a� �� `��ee� i � fid 'ti11vA .. �ary-), / ko . h �� Li4 N � � 0 V -- w6 l PERMIT TO MOVE IkILDIN APPLICATION#(if applicable) FEE - ASSESSORS MAP&PAGE NO. OF CURRENT LOCATION MAP&LOT NO.WHERE MOVED TO THE TOWN MANAGER OF BARNSTABLE The undersigned respectfully requests written permission to move a building over the public ways in the Town of Barnstable under the provisions of General Laws(Ter.Ed.),Chapter 85,Section 18. The building (multiple move, see reverse)sha moved: FROM: ri.._� TO: ROUTE: Lme SV BUILDINGS E: Height(loaded) Length ox�7 Width Weight �1L (See reverse for additional buildings) . � - e DATE OF MOVE: __ TIME OF MOVE: TO Ze ALTERN TE DATE(S) APPLIC DAT / ADDRESS PHONE ,. OWNER ADDRESS PHONE The a ent he ds listed elow do hereby approve the granting of the above: 07i T E WARDEN DATE SUPERIN F D.P.W. E CH F OF P DATE COMMONWE H ELECT DATE �/L/Z2oDATE B ILDI G COMMISSIO E &OLD GS HIGHWAY if appli able) D TE CABLEVISION TA CHIEF OF FI DEPARTMENT DATE OWNER OF ROADWAY(private) DATE LICENSING DIVISION(collect fee) An original certificate of insurance shall be provided to the Town Manager's office regarding workmen's compensation, public liability,automobile liability and any other applicable insurance including subcontractors. The name of the insuring agent will also be supplied upon request. The Town shall determine the specific insurance limits through consultation with the Administrative Services Director. On building moves over 18 feet loaded height.where there are additional time requirements for the raising and lowering of wires(utility company assistance)the applicant shall he responsible for notifying a daily newspaper as well as at least two on Cape radio/TV stations to properly apprise the public of the impending moving activity(i.e date/s of move,hours of move and roads affected). COMMONWEALTH OF MASS.building moving permit(if applicable)has been issued on Permit#_— n TOWN OF building permit(if applicable)has been issued on for the new site on Street/Road,permit# TOWN OF Demolition/Removal Permit(if applicable)has been issued on for the existing site on Street/Road,Permit# SECOND STRUCTURE s Dimensions L W. H.L WGT Moving date. Alternate dates THIRD STRUCTURE Dimensions L W H.L WGT ', Moving date Alternate dates FOURTH STRUCTURE Dimensions L W H.L WGT Moving date Alternate date PERMIT I, the undersigned Town Manager of Barnstable hereby give written permission to to move a building in the ways specified above upon the terms and conditions as set out in the application and as listed below and upon the vote of the Town Manager. Witness my hand this day of , 20 JOHN C. KLIMM TOWN MANAGER TERMS OF PERMIT This permit is issued under the following terms: 1. . That the moving of the building be done promptly and in a skillful manner with no unnecessary inconvenience to the traveling public p 2. That proper warning signs and lights be set-up to guard the public safety and such police protection be provided as the Chief of Police may regture. 3. That the moving be done under the supervision and direction of the Chief of Police and the Superintendent of D. P. W. 4. That this permission be given upon the express condition that the Town shall be held harmless by the applicant against all,liability, statutory or otherwise,for personal injury or property damage arising out of the moving of the building. .5. If the move involves more than one structure, an addenda will be attached to the back of this form indicating the dimensions of each structure and,the number of units to be moved on a given day, as well as alternate dates necessitated by weather and uncontrollded circumstances(accidents, etc.) 6. Notification shall be made to the Town Manager and Department Directors not less than 48 hours prior to moving date or alternate move elate. 2 PROJECT NAME: ' S e �I n 1 ADDRESS: L� 0 (tea 1 ��ye— �1sa PERMIT# 2 b a P7 0 �`j l&I 61 � PERMIT DATE: In �� i?�jGv 1l�us� M/P: 109 O b l LARGE PLANS ARE FILED IN: BANKERS BOX j� v FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX PROJECT l NAME: I'! p1 I S Vl u C ADDRESS: q t� � ��( y a_ vt n j S PERMIT# PERMIT DATE: M/P: � "7 LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX � 0 I � o a �11 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Brunicardi Residence Report Date: 10/23/07 Data filename:N:\Drawing\Brunicardi\RESCHECK\RESC HECK.rck Energy Code: Massachusetts Energy Code Location: - Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 23% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 40 Quail Lane Hyannis,MA • a s tee s ROOF(Main Pitch):Cathedral Ceiling(no attic): 2028 35.0 0.0 61 ROOF(Flat Pitch):Cathedral Ceiling(no attic): 700 35.0 0.0 21 ALL WALLS:Wood Frame,16"o.c.: . 4226 19.0 0.0" 193 ALL WINDOWS:Vinyl Frame:Double Pane with Low-E: 960 0.340 326 Door 1:Solid: 42 0.400 17 BASEMENT FOUNDATION:Solid Concrete or Masonry: 2000 0.0 13.0 109 Wall height:9.8' Depth below grade:6.5' Insulation depth:9.8' Window 2:Vinyl Frame:Double Pane with Low-E: 40 0.340 14 Door 2:Solid: 21 0.400 8 SLAB:Slab-On-Grade:Unheated: 192 13.0 127 Insulation depth:4.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been de ' ned to meet the Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory equire nts listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate een d rmiaed.using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to at t uilding shall ben eater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. FAUUS, C.-t.E�S(�Eti1 io.19 Z-°o7 Name-Title Sign ure Date el Brunicardi Residence . Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 10/23/07 Ceilings: ❑ ROOF(Main Pitch):Cathedral Ceiling(no attic),R-35.0 cavity insulation Comments: ❑ ROOF(Flat Pitch):Cathedral Ceiling(no attic),R-35.0 cavity insulation { Comments: Above-Grade Walls: ❑ ALL WALLS:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ BASEMENT FOUNDATION:Solid Concrete or Masonry,9.8'ht/6.5'bg/9.8'insul,R-13.0 continuous insulation Comments: Windows: ❑ ALL WINDOWS:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: ❑ Door 2:Solid,U-factor:0.400 ,Comments: Floors: ❑ SLAB:Slab-On-Grade:Unheated,4.0'insulation depth,R-13.0 continuous insulation Comments:. Slab insulation extends down from the top,of the slab tout least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. 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: B.runicardi Residence, . Page.2 of 4 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. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturers 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: Li Ducts are insulated per Table J4.4.7.I I. Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. F Temperature Controls: ci 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 1310 and J4.4. 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. Brunicardi Residence Page 3 of 4 r 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types. Range(°F) 2"_Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 f 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) Brunicardi Residence Page 4 of 4 I _ Bk 2161E P 2S.5 7E3 1 12-1 —2006 a 03 a 4 65-F MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS DaW 12-15-2006 8 03:46am CLIO: 1728 Duct: 79351 Fee: $2r693.25 Cons: $787400.00, QUITCLAIM DEED BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Dina: 12-15-2006 1 03:46cm CL1I�: 1728 - Due.: 78351 Fau. $IP79.5.50 . Cuiis: $787v500.00 J. BRIAN O'NEILL,TRUSTEE of THE QUAIL EDGE REALTY TRUST, under declaration of trust dated April 6, 2001, and recorded in the Barnstable County Registry of Deeds at Book 13711, Page 233, in consideration of Seven Hundred Eighty- Seven Thousand Five Hundred Dollars ($787,500.00) paid, grants to DAVID BRUNICARDI and CARYN MAROONEY, husband and wife as tenants by the entirety, both of 1309 Grendale Avenue,Berkeley,CA,94708, WITH QUITCLAIM COVENANTS the land located at Lot 3A Quail Lane, Hyannis Port, Barnstable County, Massachusetts, as more particularly described in a deed recorded in the Barnstable County Registry of Deeds at Book 13711, Page 239 as shown on Exhibit "A" attached hereto and incorporated herein by reference. ` Said premises are conveyed subject to, and with the benefit of, all documents of record as of the date hereof and subject to all real estate taxes for the current and future fiscal years which are not yet due and payable. Being the same premises conveyed to the Grantor by deed from Charles Sample and Julia Sample,Trustees of the Jahm Realty Trust, dated April 6,2001,and recorded at the Barnstable County Registry of Deeds at Book 13711,Page 239. I hereby certify as follows: 1. That I am the sole Trustee of the above-mentioned Trust; 2. That said Trust has not been altered, revoked or amended and is in full force and effect; 3. That the beneficiaries of the Trust are of legal age,they are not disabled and have all assented to this sale;and 4. That I am duly authorized on behalf of all of the beneficiaries of said Trust to convey the above-referenced property. 100023673;I) Bk 21618 Pg 256 #78351 WITNESS my hand and seal this I day of December,2006. THE QUAIL EDGE REALTY TRUST By. an O'Neill,Trustee COMMONWEALTH OF PENNSYLVANIA ` COUNTY OF MONTGOMERY , On this I day of December,2006,before me,the undersigned notary public,personally appeared J. Brian O'Neill, Trustee as aforesaid, and proved to me through satisfactory evidence of identification,being(check whichever applies): ❑ or other state or federal governmental document bearing a photograph image; j ❑ Oath or affirmation of a credible witness known to me who knows the above signatory,or ( ] My own personal knowledge of the identity of the signatory, to be the person whose name is listed above, and acknowledges to me that he/she/they signed the foregoing instrument voluntarily for its stated purpose. Notary Public ` My Commission Expires: (SEAL) � pff@+ grftNAN1A fdOTAhtK$M CF 15T1N 1a.FRRR: Co. . -` -. all(gst Consltohodcen•Boro„ 25 �07 . . . Cwrlmission E 'res . `. (00023673;1) Bk 21618 Pg 257 #78351 EXtHBIT"A" LEGAL DESCRIPTION All that parcel of land in Hyannisport, Barnstable County, Massachusetts, being the premises shown as Lot 3A, containing an area of 44, 580 square feet on a plan entitled "Plan of Land in (Hyannisport) Barnstable, Massachusetts for Hugh G. & Katherine F. O'Neill, dated April 29, 1997, prepared by Baxter & Nye, Inc. Registered Land surveyors, Civil Engineers, Civil Engineers, Osterville, Massachusetts," which plan is recorded at the Barnstable County Registry of Deeds in Plan Book 533,Page 98. The premises are conveyed subject to the Restriction that the front of any dwelling built on the premises shall face quail land and that no building, fence or structure can be constructed and no vegetation except grass and low shrubs can be planted, within one hundred twenty(120) feet of the easterly boundary of the premises. For title reference, see deed of Charles Sample and Julia Sample, Trustees of the Jahm Realty Trust, dated April 6, 2001, and recorded in the Barnstable County Registry of Deeds at Book 13711,Page 239. 7A BARNSTABLE COUNTY REGISTRY OF DEEDS TRUE COPY,ATTEST G� s� J�MN Fs MEAB€ REGISTER JOW23673;1) BARNSTABLE REGISTRY OF DEEDS � I 6-0 e o� TOWN OF BARNSTABLIBUILDING PERMIT APPLICATION Map 2 Parcel� _C7 � `r `g`^ f Permit# Health Division _ r E ! 2001 cJ Date Issued /Ull Conservation Division L Zt90 "• Fee Tax Collector E.. � 6 � � �T iC SEW GTEikl AFrgUST BE , .��_� (�Q-�Cn�i �fC��00 INSTALLED IN COMPLIANCE Treasurer WITH TITLE 5 Planning Dept. /vim 9t-e4eA 4..4 -,•� �O lZ Nc �� ,� V ®NMENTAL CODE AND OWN REC Date Definitive Plan Approved by Planning Board / E 12 ULATI®N i2OJGLv� � � / Historic-OKH Preservation/Hyannis .Projectt et Addres tv L.O Village 1 o ry � D ,l Owner S�-e✓uL o. pP,�e2 t'flros�-t�e�t Address -q'4 'i- h`ykatis Telephone �_08' 1 S- 0066 -Permit Request St✓v51C ( ef l6tP4,c-ie Square feet: 1st floor: existing proposed Bob 2nd floor:existing proposed [2,ao Total new valuation ,��'oI �00 •cy Zoning District — Flood Plain F-b Groundwater Overlay Construction Type N e W co,54KCt1v,1- 3� "I Lot Size LlRo Grandfathered: ❑Yes O(No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes I Uilr% On Old King's Highway: ❑Yes UKo Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Z Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Alta- Total 5 Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: WIG"as ❑Oil ❑ Electric . ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ZMo Detached garage:Cl existing ❑new size ay Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes dNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name 5�e vcA, �5�I►�( t Telephone Number !�"o 8- - 77 S-=G 0 6 C Address qq 5� IT oSA License# _C_S 0 C-/3YF 14�G VJA s A4 0 2LO f Home Improvement Contractor# Worker's Compensation# ALOC ?oo 65A0d I ;.cod ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN ITO I SIGNATURE DATE .F F FOR OFFICIAL USE ONLY - . , PERMIT NO. ' s J DATE ISSUED MAP/PARCEL NO. " ADDRESS VILLAGE A OWNER ' fill y DATE OF INSPECTION _� < FOUNDATION C FRAME t n ` INSULATION �• �`� i ..'.,.. � .. "` r sJ FIREPLACE �{ ELECTRICAL: ROUGH FINAL ' , PLUMBING: ROUGH FINAL' F ' GAS: ROUGH FINAL FINAL BUILDING : DATE CLOSED OUT ASSOCIATION PLAN NO.` M n A l i 1 S�alt3 rs 3) LPI /D� 2.�7 --09 0%)L G_I SAS"I 9056 AD-0-RE SS 20j 1AN:2 . _i_ __ •.3. ii L' ...�._..1..3._ __V= •�Jy�f t�....lAf1.L,f_f_ �3a _./t'�.r .uCiA_�r'T�a_ ,�/���}_`"_ _l r•-s f J-•+ -?-- rr•^r-�r_, �-y •1-y-r-- -� -^ tiyy T Department of Health, Safety and Environmental Services CONSe7 ram- N C^C �`'�G1LI O ^ ..ems __• 4 t ^ i- `• ` + W►RNSTABLE. '�. MASS. 039. ,- �� I BUILDTp G H° VhS ON`` °F tHE Tp� r The Town of BarnstableZ i w BARNSTABM • 9�A ' ' Department of Health Safety and Environmental Services rEc rug" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 l c�1✓ 0 "�n�Q.�� (',, Ralph Crossen Fax: 508-790-6230 7F ©()" C Building Commissioner PLAN REVIEW Owner: ► ` Map/Parcel: 2,(5 1 Project Address: ti C v'`builder: The following items were noted on reviewing: L.L-y-e-- � ia- --, Sill r i I Please call 508 862-4038 for re-inspection. V44eL4 4ed by: Date 4 ' q:building:forms:review rPJ 2 t.^'. 'S14- _,` - m t r�t ...tf).... � �' wF N9�...i J�..ri •� _ .J t... '.4.J.,...L3 ..n•.. - ----.-,�� Z4AY 0 21 t1 . r `71"t h_ }/ t N X S 4aro :*V rs '7, D _ n -_.^ 4-•4 rsr..\- a ..:.R{° , {+:^_!^, .�._r. ,qi" .. + n �•,'r+. - �' _Lf `'" ��' }�r�' �'� Department of Health, Safety and Environmental Services INE ._P ,!J �_ .+^O ON C.{J r`JT , ijL �`� .- - •! •",t- t BARNSTABLE, # MAS& if BUILD IN DIV��SION � ' r c _ BY y - � 3.�.,,.' \:-^ Ex- 1/ r-�•.'s x. cs ,,,� At THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY=STREET,ALLEY OR SIDEWALK OR ANY PARTJHEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY_NOT SPECIFICALLY PERMITTED UNDER THE BUILDING.CODE;,MUST BE APPROVED'•BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO.COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. _ I A , S BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 II . I ' I - I 2 2 2 I I I yW I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL . WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME N LL AND VO ID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS-STAGES OF CONSTRUC- MONTHS OF.DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r� I� f - I i 4 II ' II i I I n t I I ' I i !I I I ' I I I I ti ,. ::.-.tiw°---,-�•�...,.+-�'tn+--'.t ....��s:,-.-,.*.;r.-rr-x r�:R,.,,r"!r-!""''��-•i[tia:>.., ,,,:Y '�':5.'*-/"s""' r.-;,Hs-•�.-<rr �.:.,f.v-`r""�yy�y'�+, 74'^�'*�,.+.,d�^-F-,i"rr'`^--'t--a\rr'-...•--•-• °F IME? The Town of Barnstable 9 • BAwsrnsM • 'M Department of Health Safety and Environmental Services prEDNli'�A Building Division 367 Main Street,Hyannis MA 02601 i Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: 1), S I W1 t L l Map/Parcel: 1 Project Address: Q e �� C `(, Builder: The following items were noted on reviewing: i -tom ' 2 es V ��e Vne—s- Pllease call 508 862-4038 for re-inspection. Ul'p\)cted by: � Date q:building:fbnns:review t i ,: r '�� s;'r " .d y+ t �, 1,a�,v� i� '-d"a pd t ", fl, a 4 z a r,,- i.. _ - _ ,.,f nt "•k..� -cic a `Asa f `"Cx."r* �' � g h '_.s f €a 1.1. v - .S •o-:, s : x,k Tr,l,l� *"` 'd�{ " a ° tea �, :.' „�1.x w,�'$}Z­p,` a�`•"Ns,"i + '` s��l.`�"" n., . } at ^t aTi. s,, r e x k r e f.-,d'a s i, u y, -�.-�,. 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FT. 64 0 ,cc 1.05t ACRES S.B. 1S 0 FND S g8'�8�38 /� � p s S 67'34'35" E 12.32' 0 A 434s• ti ��� I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK �N OF REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. oY° JON G R. THIS PLAN IS NOT TO BE RECORDED NOR IS 'IT TO BE USED TO ESTABLISH PROPERTY LINES. 3 7a H n {� CFS1Ea�'by of-240- Lcc9F-? 1.l REGISTERED PROF SSIONAL ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE Foundation Certification in H yon is Port,-, Mk'___ Prepared For : David Brunicardi Assessor's Map: 287 Lot: 109 001 Baxter Nye Engineering, & Surveying Community Panel Number 250001 0006 D Registered Professional F.I.R.M. Map Zones: C Engineers and Land Surveyors Deed Reference: Deed Book 21,618 page 255-257 78 .North Street, 3rd Floor Hyannis, MA 02601 Phone —' (508) 771-7502 Fax - (508)-771-7622 Owner: David Brunicardl & Caryn Marooney Job Number '2006=066' Scale .' 1"' 40' Date : 01 . 11-2008 �3939�. q 6FRN C q ° , pc '2SS FqS R ✓ � / s FMFN . FZSF —D N � •' � 5-.6358 �. �$ 9890. F. CT .4' w ik /V PLAN BOO PAGE 98 d' , 45,954f SO. FT. '� A,v ..r FND. .{ '�gRSHq�'' 0 1.05t ACRES 4 �� _ �9 62 S •F � Uk N 6¢b 00• ��o ,�• / 8 c S.B. 10a �V 3y bet; FND S p s� S 67'34'35" E 12.32' T C4O L-G -� I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING .STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE:ZONING DISTRICT SIDELINE:AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN ."AND_.S NOT:LOCATED OF WITHIN A SPECIAL FLOOD HAZARD AREA. JON. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED .TO ESTABLISH, PROPERTY LINES 3. Is: .29874 a , ot.-lyl -2v02 9lCIStEa�� t REGISTERED PROF SSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING• DATE 01 1I-08 0:\2006\2006-066\SURVFY\worksht\2006-066C PP.dwg, 1:1, MTM ' I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH SMITH ST. X THE RULES AND REGULATIONS OF THE O GJO OND LOCUS . PEGTSTEPS OF DEEDS OCEAN Pam. �_O.s �r_ P.L.S' � MM�'fAME M, �q� . ICU v � NYANNISPORT to a Now = HARBOR } Tjy0 . /�/�,M m �p M.B. FND 414 � p =US Ro�R • ,9�� 'kE fT qC. SCALE 1 25,000 , .h ASSESSORS a ryo� J63Sg3! ,RAPHIC SCALE MAP 287 '?s F 0 20 a0 80 PARCEL 109 n 54• ZONE m z o S.B. FN A.P. _ a r� D. • RESIDENCE-F-1 a ��^i° J6TSgJo., MINIMUMS = 1 889 F FENCIE 3 AREA = 43,560 S.F. p POST . FRONTAGE 1S 20' WIDTH LOT 3A FRONT SETBACK 30' rry �1M MARS�gC( SIDE SETBACKS = 15' , 1.02 acres Ak> REAR SETBACK 15' S. = 21.75 M.B. S6 Fq BUILDING HEIGHT = 30' FND. 3�4os RCFF (OR 2.5 STORIES IF LESS) ,,96?' v 6 spu . $3g"� FND o� 4 03(p,w 56955 5a J 6? 32 FND. S.B O _ FND. 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ATTIC SUBFLOOR ATTIC FRAMING - - RE:STRUCUURAL - PANELS COPPER CUTTERS,TYP. - - DRAINS TO ORYWELLS _ - - LOCATION T.B.O. - - - TYPICAL WALL ASSEMB Y - - WHITE CEDAR SHINGLES(S�"EXPOSURE)SMOOTH SIDE OUT •i WITH WOVEN CORNERS-NATURAL FINISH 00 WEATHER) BENJAMIN OBDIKE"HOMESLICKER'DRAINAGE MAT TO ACT AS • - DRAINAGE PLANE - TYVEK•HOMEWRAP•AIR INFILTRATION BARRIER - LAP UPPER SHEETS OVER LOWER SHEETS.LAP OVER THROUGH-WALL FLASHING,TYPICAL 1/2•EXTERIOR PLYWOOD SHEATHING - 2c6 STUD WALL . ICYNENE OR APPROVED EQUIVALENT POLYICYNENE SPRAY - -' _ - INSULATION IN WALL CAVITIES-INSTALLED AS PER t MANUFACTURER'S SPECIFICATION(R-19 MINIMUM) - VENEER PLASTER ON,1/2'CWB r +. r +52-3" T.O. SECOND SUBFLOOR - - �-FLOOR FRAMING RE:STRUCTURAL •^ • = METAL FLASHING PANELS 3/4"MOO PANELS W/ ^ 1 I/2'STILES&RAILS - PRIMED&PAINTED, - PAINT ALL SIDES. »: RUNNING&STANDING TRIM NEARER,RE:STRUCUTRAL _ SPANISH CEDAR ANDERSON WINDOWS-(OR E0.)W/ _ PRIMED&PAINTED, LOW E CUSS&SIMULATED DMDED PRIME ALL SIDES,TYP. - LIGHTS.RE:SCHEDULE TYPICAL FLOOR ASSEMBLY: - FINISH FLOOR PER FINISH SCHEDULE e .3/4•T&G PLYWOOD SUBFLOOR FLOOR JOISTS AS PER STRUCTURAL DRAWING$ - i 3/4'WOOD MITRING STRIPS - - - VENEER PLASTER ON 1/2'GWB TYPICAL FOUNDATION WALL ASSEMBLY: APPLIED EXTERIOR WATERPROOFING MEMBRANE AND PROTECTION BOARD POURED IN PLACE REINFORCED CONCRETE FOUNDATION '• - _ WALL PER STRUCTURAL DWGS .. 2'EXTRUDED POLYSTYRENE INSULATION,. _(SEW VAPOR PERMEABLE),WITH TAPED OR SEALED JOINTS, TYPICAL(INSULATION TYPE MUST BE RATED FOR EXPOSED - - APPLICATION AT ARKS TO REMAIN UNFINISHED),RIO MIN. AT FINISHED BASEMENT AREAS PROWOE 2X4 INTERIOR STUD WALL WITH 1/1'PAINTED GWB&NO VAPOR BARRIER FIRST SUBFLOOR• - �'FLOOR FRAMING RE:STRUCTURAL . . 6` .4 b TYPO M Y: ICYNENE OR APPROVED EQUIVALENT REINFORCED CONCRETE SLAB PER - POLYICYNENE$PRAY INSULATION AT STRUCTURAL OVER POLYETHYLENE - . RIM JOISTS-WSTALLE0 AS PER _ VAPOR DIFFUSION RETARDER OVER MANUFACTURER'S SPECIFICATION 2"RIGID INSULATION(CONTINUOUS' 2a6 P.T.WOOD SILL.PROVIDE - BENEATH ENTIRE SLAB)SET ON CONTINUOUS D SILL.SHIELD ,. CRUSHED STONE DRAINAGE BED AT TOP OF FOUNDATION WALL ' (NO FINES)OVER COMPACTED FILL FOUNDATION SHELF. r A° r G . r DAMP PROOFING AS PER MANUFACTURER'S - V) y SPECIFICATION •10" - m n r 0 CONCRETE SUB 0 ON GRADE' z 4 OL+31'-11" T.O. BASEMENT SLAB a - - MA F N Ti N CONTINUOUS PERIMETER _ PERFORATED ORAIN PIPES IN - J' , COARSE GRAVEL BED(NO - FINES)WITH FILTER FABRIC - # SEALANT OVER EXTRUDED .SURROUND,(CONNECT - <.POLYSTYRENE RIGID - TO DAYLIGHT OR SUMP) - INSULATION AS BOND • - - BREAK MATERIAL,TV, . ED, h S G/! /TF BRUNICARDI RESIDENCE WALLECTIONS REVISIONS PERMITSET � A � i h tss LIT AUBURN ST 40 QUAIL LANE 10/19/07 CWRMMAD2138 HYANNIS, MASSACHUSETTS t SCALE 3/4 1'-O" � PH 61749262�62 ROTE:SCALE:3/8"=1'-O"FOR IIX17 PAPER �Gj� . ti � � — - - �- 9 — • .. 4 - � - R II II„ re = z = �=I�I�F� I�. II II II sc, I I tl I II<! II U $L 26 I F , tI— LplL — I J .r. LJ ♦. t m N c } � rAn e - 2 H � A _ t )9 gE TV sg sv go 'o o s - �^ o Sul AA <•o r— R iq 00. o ' s :. ..` s I a GL BRUNICARDI ..RESIDENCE �. REFLECTED CEILING PLAN REVISIONS y PERMIT SET ry I Gjj 40 QUAIL LANE 10/19/07: Jam` en�Ma�ce 038 ` ' HYANNIS, "MASSACHUSETTS SCALE. 1/4 1 -,0 .. Fq�T 5� Fez:6i 492 s NOTE:SCALE.1/8'=1'-0'FOR 11%17 PAPER .pf P p 4p p s O O O r _1 r o LJ LJ �< � � n mA m - � L . 11 v p p p 11 ^g ®� OI o 0 F —w _ 10 eb 2� = m ® zi C 0 z II II �it III 0 evil II I u I `II ,i.. o Z �^ x 9 m n - $ 9 9 or m jig a Is PR W Y R A m 0 7 - - R o I e o � am s Z - 00 pp ' WZ O O O O O O C) z a Q� ps Z 3 B O o R R R R R 0 - ' GLE BRUNICARDI RESIDENCE REFLECTED CEILING -PLAN REVISIONS PERMIT SET I 7 'a Cy) . W 185 NT AUBURN ST 40 QUAIL LANE 10/19/07 ° CA1MUMA02198 PH 611 492 6060 HYANNIS, MASSACHUSETTS SCALE:. 1/4"=1,—0„ Fz 617422LV N07:SCALE:1/8•=1'-0•FOR 11%17 PAPER GENERAL REINFORCEMENT 12.Structural steel members and connections exposed to the weather shall be . ' galvanized. O w a r 1. Structural work shall conform to the requirements of"The Commonwealth of 1. Reinforcement work of detailing,fabrication and erection shall conform to Massachusetts State Building Code",7 Edition.(One and Two Family Dwelling "Building Code Requirements for Reinforced Concrete"(ACI 318-02),"ACI STRUCTURAL TIMBER CONSTRUCTION Code). Detailing Manual-1994"(SP-66),"CRSI Manual of Standard Practice" (MSP w a 2. Examine architectural,mechanical,plumbing and electrical drawings for 1-97),and"Structural Welding Code-Reinforcing Steel"(AWS DIA-92). 1. Timber construction shall conform to Part II"Design"as published in the 7 N ® _ verification of location and dimensions of chases,inserts,openings,sleeves, 2. Steel reinforcement,unless noted otherwise,shall conform to the following: "Timber Construction Manual"(AITC 4 Edition)and to"National Design F F washes,drips,reveals,depressions and other project requirements not shown on Specification for Wood Construction"(NF.PA,2001 Edition). Lu w a structural drawings. (A) Bars,ties and stirrups ASTM A615 Grade 60 (FY=60 KSI) 2. New timber for structural use shall have a moisture content as specified in the w cr 3. Verifyand coordinate dimensions related to this project. (B) Welded wire fabric(WWF) ASTM A185 "National Design Specification for Wood Construction(NF.PA,2001 Edition). p c� P J 4. Provide and install necessary material to connect elevator support beams. 3. Timber construction shall conform to Article 36,"One and Two Family Oo! Location and size of beams and any inserts required shall be determined by the 3. Minimum concrete protective covering for reinforcement,unless noted otherwise, Dwellings"of the Commonwealth of Massachusetts State Building Code. OF elevator manufacturer. shall be as follows: _ 4. Material properties for timber shall conform to the following: 13.Exterior walls shall be framed with 2x6's at 16"C/C and 32/16-Wz exterior (A) For members with nominal 2"thickness. S-P-F#1/#2 or better(15%max 5. Openings slabs and walls less than 12"maximum dimension are generally not plywood sheathing. Plywood to be nailed to studs with 1 OD galvanized nails at OP g P Y g Y of in permanently in contact with 3.0" INAID (A)Unformed surfaces cast against and pe y MC Q REG shown on structural drawings shall not be revised without prior written approval )• 3 on center at panel edges and at 12"on center at intermediate supports. ,� of the architect. (B) Formed surfaces in contact with earth or exposed to weather: Allowable bending stress: RDOF.9E II g 14.Interior walls indicated on plans shall be framed with 2x4's at 16"C/C or 2x6's at 6. Typical details and notes shown on structural drawings shall be applicable to all Fb=875 PSI(single member use) l6"C/C see arch drawin s with 32/16-'/z"exterior 1 wood sheathin STRUCTURA g PP #6 throw #18 bars 2.0" ( g) P Y g' parts of the structural work except where specifically required otherwise by Fb=1000 PSI(multiple member use) Plywood to be nailed to studs with 10D galvanized nails at 3"on center at panel rho..31949 #5 bars,5/8"wive and smaller 1.5" Allowable shear stress Fv=135 PSI '� contract documents. edges and at 12"on center at intermediate supports. 7. Details not specifically shown shall be similar to those shown for the most nearly Compression parallel to grain=1100 PSI 15.Roof construction shall be as shown on the plans with 32/16-5/8"exterior (C) Surfaces not in contact with earth or exposed to weather walls,slabs,joists: Compression perpendicular to grain=425 PSI similar condition as determined by the architect. plywood sheathing. ,, < 8. The contractor shall submit complete shop drawings for all parts of the work, Modulus of elasticity=1,400,000 PSI 16.Floor and roof deck construction shall be as shown on the plans with 32/16-3/4" including description of demolition and construction methods and sequencing 1.0" O #14 and#18 bars 1.5"#11 bars and smaller B better For members max MCers with nominal 4"thickness an greater reater Southern Pine#1 or � exterior tongue and groove plywood sheathing,glued and nailed to the joists and . where applicable:No performance of the work including,but not limited to, ( ) beams. demolition and construction methods and sequencing where applicable,no Allowable bending stress: 17.Interior door and window headers shall be a minimum of 2-2x10's unless noted Beams,girders and columns-principal reinforcement,ties,stirrups or Fb=1300 PSI performance of the work including,but not limited to,demolition of existing spirals: 1.5" otherwise on the plans. structure or fabrication or erection of new structural elements,shall commence Allowable shear stress Fv=85 PSI 18.Exterior door and window headers shall be a minimum of 3-2x 10's unless without review of the shop drawings by the architect. 4. Where continuous reinforcement is called for,it shall be extended continuously Compression parallel to grain=925 PSI otherwise noted on the plans. around corners and lapped at necessary splices or hooked at discontinuous ends. Compression perpendicular to grain=625 PSI 19.No joist shall be noted or drilled with holes without the specific approval of the ' FOUNDATIONS Laps shall be Class B tension lap splices,unless noted otherwise. Modulus of elasticity-1,600,000 PSI(C)Where reinforcement is not shown on drawings,provide reinforcement in (C) For pressure-treated members with nominal 2"thickness,souther pine_ - 20,No joist shall be repaired or reinforced in any way without the specific approval N 1. Foundations for this project consist of spread footings,basement walls,and slabs accordance with applicable details as determined by the architect. #1 or better(19/o max MC). of the architect. Z on grade. Allowance bearing pressure is 2.0 tons per square foot. The contractor Allowable bending stress F6=1300 PSI 21.Beams built u of timbers shall be firmly nailed or bolted together. O !'x' g P P q 6. Where reinforcement is required in section,reinforcement is considered typical P Y g � is to verifythe bearing conditions and notify the architect if conditions are not as Allowable shear stress Fv=90 PSI 22.Plywood shall be laid with face m parallel to span;stagger all joints. g fY wherever the section applies. Yw' grain P P Bg J Compression parallel to grain=1550 PSI 23.Sills shall be 2-2x6(pressure-treated)and shall be anchored with 5/8"diameter assumed. � 7. Reinforcement shall be continuous through construction joints. (P ) 2. No responsibility is assumed by the architect for the validity of the subsurface 8. Dowels shall match bar size and number,unless noted otherwise. Compression perpendicular to grain=565 PSI anchor bolts not more than 32"OC and at 8"from each corner. conditions described on the drawings,specifications,test borings or test pits. 9. Welded wire fabric shall lap 8"or 1-1/2"spaces,whichever is larger and shall Modulus of elasticity=1,500,000 PSI 24.Temporary erection bracing shall be provided to hold structural timber securely in 3. Foundation units shall be centered under supported structural members,unless be wired together.' (D) For pressure-treated members with nominal 4"thickness and greater, position as described on the drawings. It shall not be removed until permanent noted otherwise on the drawings. southern pine#2 pressure-treated(19%max MC). bracing has been installed. 4. Exterior construction shall be carried down below finished exterior grade to a STRUCTURAL STEEL Allowable bending stress Fb=1250 PSI , 25.Timber shall be generally knot-free,with only small tight knots permitted and ' minimum depth of 4%0",unless noted otherwise. Allowable shear stress Fv=95 PSI generally straight-grained. CD 5. Provide temporary or permanent supports,whether shoring,sheeting or bracing so' 1. Structural steel work shall conform to"Specification for Structural Steel Compression parallel to grain-725 PSI 26.Structural timber shall be identified by the grade mark of or certificate of O that no horizontal movement or vertical settlement occurs to existing structures, Buildings-Allowable Stress Design and Plastic Design"(AISC 1989);"Code of Compression perpendicular to grain=440 PSI inspection issued by a grading or inspection bureau or agency recognized as being U7 N + streets or utilities adjacent to the project site. Standard Practice for Steel Buildings&Bridges"(AISC 1992); and"Structural Modulus of elasticity=1,400,000 PSI competent. w Z 6. Carry out continuous control of surface and subsurface water during construction Welding Code-Steel"(AWS DI.1-96). . 5. "PT"indicates pressure-treated lumber(to be used when in contact with concrete, 27.Structural timber shall be visually stress-graded lumber in accordance with the 0 O W C such that foundation work is done in dry and on undisturbed subgrade material,as 2. Structural steel shall be detailed in accordance with"detailing for steel' masonry or weather). provisions of ASTM designation D245-74,"Methods for Establishing Structural 6. '11-7/8"BCI 6000's'etc.indicates engineered wood I-Joist with Laminatede Grades and Related Allowable Properties for Visually Graded Lumber". J z N tY applicable. construction(AISC)"and where required,designed in accordance with cited g p y Q V)w 7. Bottom 3 inches of exactions for footings shall be finished by hand shovel. references". veneer lumber flanges and OSB webs by the Boise Cascade Co.or equal. 28.Timber shall be so handled and covered as to prevent marring and moisture W j;j O 8. Backfill under any portion of the structure shall be compacted in 6"lifts. 3. Structural steel details,not specifically shown,shall be taken as being similar to ' 7. `3-1/2"x 11-7/8"LVL'etc.indicates laminated veneer lumber-2 OE beam or absorption from snow or rain. z Q (Y 0 9. No foundation concrete shall be placed in water or on frozen subgrade material. those shown for the most nearly similar condition as determined by the architect post by the Boise Cascade Co.or equal. 29.Steel plates and angles shall be new steel conforming to ASTM A36. w U t,1 U 10.Protect in-place foundations and slabs from frost penetration until the project is 4. Structural steel shall be new steel conforming to the following: 8. Joist support by nailing is forbidden unless used with an approved hanger. 0 Un Ul O completed. Unless noted otherwise on plans,all flush framed joists and beams shall be STRUCTURAL DESIGN LOADS 11.Do not backfrll behind foundation walls until permanent lateral structural support (A) Unless noted otherwise ASTM A992 Grade 50(Fy=50 KSI) framed with Simpson hangers as follows(or approved equals): system is in place and of full strength. (B) Channels,angles T's, ASTM A36, (Fy=36 KSI): I. Dead loads hates,etc. {A) 2/6;2x8 Type`U26' 12.Sheeting,shoring and bracing for the lateral support of excavation shall remain in P (A) Weight of building components • C Tubes ASTM A500 Grade B F 46 KSI (B) 2-2x6;2-2x8 Type`U26-2' place until all permanent structural systems below ground level are complete. For O ( Y ) � (, 3-2x6;3-2x8 T e`U26-3' 2. Live loads ` " W further information on lateral support of excavation,see specifications. (D) Pipes ASTM ASOI Type E or S,Grade B ( .J yp (A) Typical floor-40 PSF U _ or ASTM A53 (D) 2x10;2x12 Type`U210' (B) Balconies and roof decks-60 PSF CONCRETE (E) Anchor bolts ASTM A307 (E) 2-2x10;2-2xl2 Type`U210-2' a Z Hi strength bolts ASTM A325 (F) Type (C) Roof snow load-25 PSF plus drift 3-2x10;3-2/12 T e`U210-3' W (F) �' � •, Pg=35psf;Is=1.O;Ce=1.0;Ct=1:0; � (G)11-7/8"BCI 5000's Type`TTT2.06/11.88' 1. Concrete work shall conform to"Building Code Requirements for Reinforced - - 3. Wind loads-Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, Concrete" ACI 318-02,and"Specifications for Structural Concrete for 5. Anchor bolts,leveling plates or bearing plates shall be located and built into (H)11-7/8"BCI 6000's Type`TTT3511.88' - ( ) p Exposure B;Importance Factor=L0, (n .. connecting work, reset b templates or similar methods. Plates shall be set in (1) 1-3/4"x 7-1/4"L.V.L. Type`WP1.81/7.25' U� Buildings"(ACI 301-99). g P y P End Zone Wall pressure=25.7 PSF;End Zone Roof Pressure=20.4PSF full beds of non-shrink rout. (J) 3-1/2"x 7-1/4"L.V.L. Type`WPU3.56/7.25' W 2. Concrete shall be controlled concrete,proportioned,mixed and laced in the g ". Int.Zone Wall pressure= 17.6 PSF;Int.Zone Roof Pressure= 14.OPSF W. P P P (K) 3-1/2"x 9-1/2"L.V.L. Type`HGLTV3.59' V) G. Bolted connections should be as follows: presence of a representative of an approved testing agency. Height Adjustment Factor. Int.Wall(Ps End Zone Wall fPsf] (A)Minimum bolt diameter-3/I',two bolts minimum. (L) 5-1/4'x 9-1/2"L.V.L. Type`HGLTV5.59' . 3. Unless noted otherwise,concrete shall have a minimum 28 day compressive (M)3-1/2'x 11-1/4"L.V.L. Type`HGLTV3.56/11.25' 0'-30' 1.00 17.6 25.7 (B) Standard,oversized or horizontal shorts slotted holes in webs of beams. 25 sf used for Desi g Systems)strength of 4,000 PSI and be normal weight concrete. (N)3-1/2"x 11-7/8"L.V.L. Type`HGLTV3.511' ( P Design of Main Wind Force Resisting S stems - U 4. Concrete to be exposed to the weather in the finished project shall be air (C) Shear connections for moment connected members-friction type high Q , P P J strength bolts in single shear. (0)5'-1/4 x I1 7/8"L.V.L. Type`HGLTV5.5II' W U) entrained. (D) Shear connections for other members-simple shear connections with (P)3-1/2 x 14 L.V.L. -Type'HGLTV3.514' Z Un 5. Provide vapor barrier under interior slabs cast on grade. (R)5-1/4 x 14 L.V.L. Type`HGLTV5.514' Q Q 6. Construction joints shown on drawings are mandatory. Omissions,additions or either friction type high strength bolts in single shear or bearing type high � j g ry. (S)3-1/2"x 16"L.V.L. . Type`HGLTV3.516' U r strength bolts(threads included in shear plane)in single or double shear. changes shall not be made except with the submittal of a written request together (T)5-1/4"x 16"L.V.L. _ Type`HGLTV5.516' - J (E) Simple shear connections shall be capable of end rotation per AISC,. Z Q V) with drawings of the proposed joint locations for approval of the architect. requirements for"Unrestrained Members". (U)5-1/4"x 18"L.V.L. Type`HGLTV5.518' � 7. Where construction joints are not shown or when alternate locations joints and (V)7"x 18"L.V.L. Type`HGLTV418.2' z 7. Welded connections shall be made by approved certified welders usin filler Cal ZQ !" concrete placing sequence shall be submitted to the architect for approval prior to g (It is the contractor's responsibility to determine correct hangers for all sloped metal conforming to E70XX or F7X-EXXX with low hydrogen. preparation of the reinforcement shop drawings. and/or skewed conditions.) O >_ 8. Welds shall develop the full strength of the materials being welded,unless noted _ 8. Minimum of 72 hours shall elapse between adjacent concrete lacements. otherwise,except that fillet welds shall be a minimum of/<". 9. Minimum bearing for all joists and rafters shall be 4". 9. Concrete shall be placed without horizontal construction joints except where 9. Ends of columns at splices and at other bearing connections shall be"finished to 10.Use double joists under all partitions. . shown or noted. Vertical construction joints and stops in concrete work shall be bear to complete the true bearing. 11.Partition and outside stud walls shall be bridges once in their story height or at made at midspan or at points of minimum shear. 10.Structural steel framing shall be true and plumb before connections are finally least every 4'-6".10.Concrete slabs shall be placed so that the slab thickness is at no point less than bolted or welded. 12.Anchor bolts and bolts for structural timber shall be ASTM A 307. Standard cut S O. O 1 1 that indicated on the drawings 11.Field cutting of structural steel or any field modifications of structural steel shall washers shall be provided between wood and bolt head,and between wood and 11.Structural steel below grade shall be encased in concrete with a minimum cover not be made without prior written approval by architect for each specific case. bolt nut unless steel plates or plate washers are used. of 2". i Ow Zw z Ld _ WELDED WIRE FABRIC V z -> " SEE SPLICE STD HOOK STD HOOK SCHEDULE MATCH SIZE AND 1'-0"MIN 1'-0"MIN 6"MIN CRUSHED (WWF)SEE PLANS w SPACING SIZE SMALLER a #4@12"EF SLAB ON GRADE Q o s STONE AROUND � N HORIZ BAR OPTI NAL W. (MIN 1 ROW) 1)y^ PIPE SAW CUT Ye"x SUPPORT WWF ON DENSE C)F #4 12" - 1Y"CONT CONCRETE BLOCK AT W!I w 8 c CON T JOINT @ CONTROL JT 4'-0"OC EA DIRECTION 2D w r (MIN 1 BAR) PIPE M 2" 1 6" P C m " E2 O w z K <� L) x #4 CONT x WWF vwi g q TYP w HORIZ BARS w w HORIZ BARS STD O w U STD HOOK,1'-0"MIN U HOOK w STEEL SLEEVE o —x_x x x x x—x z—x. LAP OUTSIDE BARS OR cn w MATCH SIZE AND THRU WALLS REGINRLD G PROVIDE CORNER BARS AS = FILL MATERIAL VAPOR 0"TYP SHOWN. WHERE SIZES OF w h SPACING OF HORIZ #4 12" BARRIER 1 2 ROOI�E IIP OUTSIDE HORIZ BARS BARS IN THIS WALL @ #4@12" STRUCTURAL DIFFER DETERMINE 0"TYP 'W"=LESS THAN 8" 'W"=8"OR MORE PIPE SHALL NOT PASS UNDER OR THRU 8"MIN GRAVEL CONSTRUCTION y P10. 319G9 SPLICE LENGTH BY WALL FOOTING.LOWER FOOTING BY STEPPING OR CRUSHED JOINT(CJ) VAPOR AT CORNERS USING SMALLER SIZE AT INTERSECTIONS FOR CURB"W"&"H"SEE ARCHT DWGS TO AVOID INTERFERENCE. STONE SEE SPECS BARRIER ��0 Ems- f SLAB ON GRADE AT 1 -HORIZONTAL WALL REINFORCEMENT PLANS r2) CONCRETE CURB DETAIL r3) PIPE THRU WALL 4 SLAB ON GRADE 5 DEPRESSIONS U) z 0 U"BARS SAME SIZE& 1 BAR EF TO MATCH w= " (n v SPACING OF INTERRUPTED HORIZ WALL REINF VARIES Z WALL REINFORCEMENT u w TYPICAL FOUR SIDES 4Q WWF 6x6-W2.9wW2.9 SL 1'-0"MIN J m ROUGHEN SURFACE OF HORIZ 4'-0"MIN 6" SLAB,TREAT AS WALL REINF SL INTERRUPTED � '�� CONSTJOINT x REINF _ UPPER FOOTING cn • TO 12"HIGH o O PADS UP `� LOWER CONS UCTION L O #4 CONT 4 1 w HOOK REINF WHERE BARS J ul N } FTG REINF 2 MIN CANNOT EXTEND SPECIFIED Q w LENGTH BEYOND OPENING W Z I- 16"I #5@18"MAX ALL 1 D MIN \'Zl- ADDL EACH FACE MIN;BUT NOT LESS THAN � O W --H— AROUND(TYP) O� ' NO EXCAVATION SHALL , z U)O_ 2 50/OF INTERRUPTED WALL REINF EACH SIDE OF SL BE MADE BELOW THIS OPENING.SPACE BARS AT 3"OC,EACH FACE. J .. I--LLJ m '- THE EXACT SIZE,SHAPE AND LOCATION OF EQUIPMENT Q LINE WITHOUT ADEQUATE LENGTH OF ADDL REINF=L+H+(2xSPLICE LENGTH). O J O (HOUSEKEEPING)PAD(S)SHALL BE DETERMINED BY THE FTG REINF D BRACING OR PROTECTION 1'-0"MAX NOTES: a-. Q of I-- CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR MIN STEP FOOTING(SF) OF THE SOIL BENEATH N �0 EQUIPMENT.ANCHOR BOLTS WHERE REQUIRED SHALL BE 0 1. WALL OPENINGS SHALL BE COORDINATED AND DETAILED ON THE SL SPLICE LENGTH THE IN PLACE UPPER REINFORCEMENT SHOP DRAWINGS. SIZED AND LOCATED ACCORDING TO MANUFACTURER'S FOOTING. REQUIREMENTS. ELEVATION OF STEPPED FOOTNG SLOPE BETWEEN FOOTING& REINFORCEMENT AT OPENINGS IN 6 CONCRETE EQUIPMENT PAD 7 AT FOUNDATION WALL $ ADJACENT CONSTRUCTION Q REINFORCED CONCRETE WALLS W U CATEGORY WALL PROVIDE SHOP DRAWINGS INDICATING Z PROPOSED JOINT LAYOUTS. LL_I CATEGORY ACCORDING TO Q STRUCTURAL CONCRETE CENTER-TO-CENTER BAR SPACING _ ELEMENT COVER <3DIAb >30IAb >4DIAb >6DIAb i , ) Cn <4DIAb <6DIAb JON9TRUITON i V/ MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE J W BEAMS,COLUMNS,AND <DIAb 1 1 1 2Ljj INNER LAYER OF (UNLESS SHOWN OTHERWISE ON DRAWINGS) i (n WALLS OR SLABS >DIAb 1 3 5 6 CLASS B TENSION SPLICE Fy=60000 PSI ❑SDIAb 1 1 1 2f=4000 PSI,NORMAL WEIGHTALL OTHERS >DIAb<2DIAb 1 3 3 4 CJ) Q >2DIAb 1 3 5 6 BAR TOP BARS OTHER BARSNLL_ WSIZE CATEGORY CATEGORY ------- ------ ----- --------- ----------- ----- Z U) 1. AVOID SPLICES IN REGIONS OF MAXIMUM 1 2 3 4 5 6 1 2 3 a 5 6 Q i Q QQ TYPICAL ABBREVIATIONS MOMENT. IF THIS IS NOT POSSIBLE STAGGER #3 18" 18" 18' 18" 18" 18" 16" 16" 16" 16" 16" 16" a INTEGRALSPLICES SO THAT NOT MORE THAN 50%OF EQUIPMENT#4 26" 24" 24" 24" 24" 24" 20" 19" 19" 19" 19" 19 DIAb=NOMINAL BAR DIAMETER THE BARS ARE SPLICED WITHIN A REQUIRED PAD >=GREATER THAN SPLICE LENGTH OTHERWISE INCREASE SPLICE #5 40" 32" 30" 30" 30" 30" 31" 25" 23" 23" 23" 23"' O V-0"LENGTH BY 30%. #6 57" 45" 40" 36" 36" 36" 44" 35" 31" 28" 28" 28" ITMINQ=EQUAL TO OR GREATER THAN=LESS THAN 2. TOP BARS ARE DEFINED AS HORIZONTAL BARS #7 77" 62" 54' 43" 42" 42" 59" 48" 42" 33" 33" 33" M o >_ WITH MORE THAN 12"OF CONCRETE CAST IN #8 102" 81" 7- 57" 51" 48" 78" 63" 55 44" 39" 37" <=EQUAL TO OR LESS THAN THE MEMBER BELOW THE REINFORCEMENT. WALL REINF IS CLASSIFIED AS OTHER BARS. 12s" 103" so" n^ sa^ 55" ss^ 7s^ ss" ss" so^ 42" #10 163" 131" 114" 92" 82- 65' 126" 101" 86' 70" 63" 50" 3. FOR LIGHTWEIGHT AGGREGATE CONCRETE #11 200" 160" 140" 112" 100" 1 80" 154" 123- 108" 86" 77" 62" MULTIPLY THE VALUES ABOVE BT 1.3. LAYOUT OF CONTROL, &CONSTRUCTION O 0 Ro 11 JOINTS IN CONCRETE SLABS ON GRADE O w ty Zw z J W N d H ol!U w S > 01 O u) O > r � COW RMI WALD ROOME I;li STRUCTURAL � y No. 31949 O SF 1 sz.ot r------------- I 1 . (27'-11') (30'-5") I I �— —————— ———————————————————— ---------------J ---------------, L ' L POST SCHEDULE MARK TYPE b I I P1 HSS 4x4x/4 I P2 2-2x6 L P3 3-2x6 W I I I I P4 3yzx3Yz LVL I 1'-0"THICK SLAB I I 4"SLAB-ON-GRADE I p5 3Yx5Y LVL , I w/#4@12-BEW I I 4 REINFw/6x6-W1.4xW1.4WWF I P6 4x LVL I \I I S2.01 TOC EL 31'-11" I P7 6x6 PT I I I I I 1 O F I I I S2.01 I 4 I I I (DO , 1 L----� 1 z � I I� O� NOTES: � I� N I I 1. FOR GENERAL NOTES SEE S0.01 0 I ? 2. FOR TYPICAL DETAILS SEE S0.02 0 N (29'-5") (29'-5") (29'-5") P1 UP (29'-5") 5 (29'-5") Pi (29'-5") Pt UP i <' 3. (-12'-1")INDICATES BOTTOM OF FOOTING ELEVATION. I j --- ---1 r —, P1 UP r--- r , S2.01 f— r--- I 4. INDICATES BEARING WALL BELOW (n 1 I I I I I I I I I I I I 5. =`Ej INDICATES BEARING WALL STARTS ON BEAM Q LiJ S2.01 1 I I I I I I �I I� I I I I 1 6. INDICATES FLUSH FRAMED CONDITION REQUIRING O LJ F—C2 �. I I I I I I I I I J 10 ST HANGER SEE SCHEDULE ON S0.01 Q �0 1 — —J L----J L— _J L---- L— —J L/—T—J I 7. ALL INTERIOR WALLS SHOWN ARE2x4@16"OC 0 �O I 3'-6"x3'-6"x1'-6" �3'-6"x3'-6"x1'-6" P1 UP 3'-6'x3'-6"x1'-6"J I S 2x6(a�1 G OC(SEE ARCH DWGS)w/IS PLYWOOD P1 UP SHEAT ING ON ONE SIDE,PLYWOOD IS NAILED TO I DEEP FOOTING 4 0 x4-0"x1'-6" DEEP FOOTING q 0"x4'-0"x1'-6" DEEP FOOTING I STUDS w/1OD GALV.COMMON NAILS SPACED DEEP FOOTING DEEP FOOTING I ! AT 3"OC AT PANEL EDGES AND 12"OC AT 1 I INTERMEDIATE SUPPORTS. I I 8. ALL EXTERIOR WALLS SHOWN ARE 2x6@16"OC Lij LL (UNLESS NOTED ON PLAN)w/Yz"PLYWOOD U) I I SHEATHING ON ONE SIDE,PLYWOOD IS NAILED TO I I STUDS w/10D GALV.COMMON NAILS SPACED z AT 3"OC AT PANEL EDGES AND 12"OC AT W I I INTERMEDIATE SUPPORTS. 1 1 9. SEE ARCH DWGS FOR ALL TOP OF WALL&SHELF L————————————————————————————— -----------------------------------------------J ELEVATIONS. — I�- LJJ w (30'-5") (n 1 � S2.01 _ U L V) Q g ¢ U � z Q � Q m O �- 51. 01 I Vl V W PH O N T 3 PH p 54x11%LVL p 5Y4x11%LVL 5Y4x11 Y8 LVL 5Y4xl 13"a LVL p O . p II II vv III zv II< 11%8"BCI 5000-S @16 OC I i 11%8"BCI 6000-S @16"OC I� % N X N W W N A m O (n N r < r 3611%8 LVL zx e J J 11%"BCI 5000'S 11 "BCI 5 'S t @16"OC @ 16' C 11%"BCI r .A Z� Duuv 0 (n ------- m r r N� I r------ < r v 3Y2xl 13/e LVL II -11 zm v I I u1 cn II II r p N I I mp c Om J� O vC �m NIA I I O N tD I I m II 3Y2x11Y8 LVL L- '---- n�i —J v C mIS O 113/8"BCI 5000-S @16"OC J r 11%"BCI 6000-S @16"OC J L m Z r N O (nl C olrn 1 11%'BCI 5000-S n m @16"OC m ^]rn ti (n N OC X' A O O r N r N Z'u N G� O p O O p O O vm 0> N N O t0 C] V 01 .0 A W N Z O z(np ZD(nvc DZD(n(n0 m DO Z N.Zm1 G'C�T1Rl r�(";C mN r y l i .0 -t mW N) 9 J 0 v m v D b X Z 55 " V m N A W N' D-0 t rrA OZ �O(n=(n xK0cn ° �xzzz�m D X D C� O D F ZZ m a D Z� Z O fZi1 o 0 -i G) mv1 -... O�mv00 �m�-Di�D 0 A�povmi �zDpv ��z>oO e,nai(mnwmz x 4S.] ^oN(1) 2 DIDz-0 vr<Zz �•COr<mm gym] mmDO „Ca7mAm m Z—-i DD am+ m rmm' mm (n�CDDrm �' x Cm—rZ OOnN� (n0 vC)V1y V1;n;p lnN rrr A 0 (D'90000 mKfnZ .�rCnK omT�G7mm ��]<- r- m N mDozv'OOzz oz � D � Dop mo b".1 Z D Z G) >Opr r0� ENO NDOu m NDO(n m (na) mzz(6mj 8 Ow'0vf (nzo 55 -0o0 1DZo � -D(Dz'O -���� K mho mFv �' mF< zz OO 00 vv0 00 ;0 (n p p o D K Z 0 ROOME&GUARRACINO,LLC STRUCTURAL ENGINEERS 48 GROVE ST,SOMERVILLE,MA 02144 T 61].626.1)O6 F617.626.1711 FIRST FLOOR *1 BRUNICARDI RESIDENCE REVISIONS �a ' U� FRAMING PLAN co,SCALE: 1/4" = 1'—011 85 fill AUBURN ST Q ` �,., n m CAM6RIDGE MA02136 40 QUAIL LANE -+ rn j PH 6174926060 HYANNIS, MASSACHUSETTS PERMIT SET A ;6 FX 617 492 6262 OCTOBER 19, 2007 N� Or 3-2x8 I 3-2x10 3-2x10 W N x_ 11%-BCI 5000-S @16"OC 4n 11%-BCI 6000'S @16"OC o w N W O 01 W v X 5000-S x w p N @16"OC N N r m 3y2xl1 Va LVL J L n zx11 a LVL CI 5000'S rn c @16"OC w SOD m zc N N Cn r O o3 r 2 8 r r EVIL v Z r W N N .7p7 _ Sj(p' X z NC o z o im-R. < C . 2-2x6 O 3-2x6 O m 4 w O x �2 Z m O A 11�8-BC1 5000-S an z c s r @16"OC IT! < 11%-BCI 6000'S @16-OC ZD7 C) _ o z X N W 11le BC1.5000'S @16"OC z n�i rn N X m `' ®3-2x6 W N N N � z ¢D rn w Z . N X Cn 00 cn L —1 f 3-2x6411. co 3-2x8 O N O (O OD N-'Z �m7 co to � p (Kc �rn u1a WN� K ;n z0 zD(n vD� DZDao 6np D�'F 11 TTum) mniI D m� (n_ tn2,>,- r. P�� r0 pp.. -1c O �c �z mwcmr mwcmN r� �� :: �� �� 1n Z 0z 'po 8 m >;po (SD-x 1=1zzz�m r r DD p cL m0E m mm0F-�P -M,:, -u 2 n m p m0 O o Op A D'�o O° 0 G)C O O D rn x x K m u A r m Zm m y O zm *m D o zO �A m m m O r (�44nn m rn A m (n O O N N z O Z O,-, Vl y(A m Z �rrr a 0 DD zm �r<zz Dr-rGzm rm-nctn3 co 0 << z-i DD mm m r'am• mm r cDDrm m np -n �T v-+imKmz ovocnKm= 0_ )Omm A3l:c \O� Z0 z0-oZN �z z �zL$� � D D , cCXN Fn0 D0m mocn mz0 �3 pzDo cn cn o0 Ooz�p �O 0 cooDmF�no2yo DD �w Zz�m m < omm Om p 1p z o op m m oo 1 i O O any O Op c� cn 29 o Z o 0 � o ROOME&GUARPJ-CINO,LLC m STRUCTURAL ENGINEERS 48 GROVE ST,SOMERVILLE.MA 02144 T 817.628.17W F617.82B.1711 B R U N I CAR D I RESIDENCE SECOND FLOOR REVISIONS U� FRAMING PLAN O =4 SCALE: 1 ' 1'-0 185 M7 AUBURN ST / ' �� o' G CAMBRIOR MA02138 40 QUAIL LANE PH 617 492 6060 C'`� HYANNIS, MASSACHUSETTS PERMIT SET �;, fin % 492 6262 OCTOBER 19,-2007 — iq N� 0r3 3-2x6 I 11y8"BCI 5000-S @16"OC m m N W m A O N Z� (NNw 5Yx1%8 LVL C BCI 000'S x m 57/a v @16" VA (kr�Cv or OC 11%a"BCI 5000'S @16"OC 3Yzx11%L 118"BCI 5000'S @16"OC J J O 3Y2x11%8 LVL o L rn 117/8"BCI 6000'S @16-OC w r v (J1 X Z N 5Yax11%a LVL J FLITCH BM#1 r 4n W O C coA N T v < T O S O W w 11/a"BCI 5000'S @16"OC m 11%a"BCI 6000' @16"OC J L n1 r r cn rm� w C N T w X N A O C T 3-2x6 a w �w N A v x m 11T/a"BCI 5000-S 0. @16"OC T 7 11%"BCI 6000-S @16"OC J < r x 1p- 113'8"BCI 5000-S @16"OC x 4 111 8 LVL r m ti w • N _ r N (n 11Y8"BCI 6000-S @16"OC A 3-2x6 T mI w ax a LVL FLITCH BM#1 x N r T r 11%8"BCI 5000'S @16-OC v N c X 117/8"BCI 6000'S @16"OC 0 3-2x10 3-2x6 f0 Oo -4 O NA WN�Z 0 m m vvvmmv tn�� ZD(n� DZD(n(n0 D��r:: -00 -Im U1A wN� D m_ (n.i112z -�1-12x r0II �� 00" o mn mwoTr mm0c:m r0 L �A m= — pz �O(n=umi >1Kp(n-7rn -zi�zzz�m co z rp mpf (n mm0£ —�P m>vvvT-Z rn G2N= r 0 OD D'Ho00 5D- 00 . OODDDD� x 1mv0� O�mo00 ;oIm r u oCN°'O1A m M OW m Zvm �z>00 e(m�1z>00 ��ntmi�aitmnmz �rrr a 0 �uN Zv v-<zz -0 -<Zm �m-mm DO - <<< Now DD vm• m rvm- mm p0CDDrm rrr C ox z FZ Ov0(n� 0000(nD 0(nxAln(n . Ill �O vm vA-4iMKmz x0.�mKmo 0mmG)G)mm r 0� DO-uf * DO,0v *c���(n(n < Z r z r� z m O o + X �Q° v z D v ZG1 0 v r r not o n1 � 00 NDpv m NDpa7 m�0NU1 , X N� periiprS Qt pul pf Vo0y M, O z 0--F0�0 O 0 ��AOZ TO NCB vp -DiDZO (� ADZ.0 — --j � 0i wO mrD--O �' mF< 0 Zz mm in vv O v00 o mW U - . 0 0o AK m O � v ROOME&GUARR,�CINO,LLC STRUCTURAL ENGINEERS 48 GROVE ST,SOMERVILLE,MA 02144 T 617.628.17M F61T628.1711 cf) B R U N I CARD I RESIDENCE ATTIC FRAMING PLAN REVISIONS o,�duum SCALE: 1/4" = 1'—O" A o c C? 185 MT AUBURN ST Q w CAMBRIUIX MA02138 40 QUAIL LANE —1 pn 3p PH 617 492 6W HYANNIS, MASSACHUSETTS PERMIT SET —_ ro sz sva926ffi2 OCTOBER 19, 2007 D zw 5 z �LL d w Q w J o 7� N • FH fA o V w g W DJ r o ry p.) �^ O e o RGOiME ti `, STRUCTURA "!o. 31949 " �. p P2 DN c lj IAJ p A N_ : 2x10@16"OC O @U SIMPSON TYPE"H-1" 13 CRICKET `v SEISMIC TIES TYPICAL S2.01 OVERFRAMING �0 @EA RAFTER @EAVEFL N P3 -2x10 2- x10 L SEE ARCH N P2 3 x 12 1 1 2x10@16"OC J Px10@1 JL 2-2 10 2 2x10 x '2-2x 0 2- x10 ry1+^ POST,-SCHEDULE N 2x10@16"OC O p ! c� + p N �( MARK TYPE Z r • O `O U " P1 HSS 4x4xy O +�1 I N O O R `�i p P2 2-2x6 J o P3 3-2x6 2x10@16"OC x N 2x 0 N P4 zx z LVL 2x10@16"OC JL @ R fi p5 3Yx a LVL2- x12 rx11a L L zx1 % VL JL x14 LV L D �r -2x2 NJL P6 5Yx 4 LVL r r P7 6x6 PT o P4 N P4 DN 4 N U 11 N O x1 @1 " P2 Z O S2.01 � L � -2x10 NOTES: _I I� P4 N o R 1. FOR GENERAL NOTES SEE S0.01 O 0 o X 2. FOR TYPICAL DETAILS SEE S0.02 3-2x10 N N `� 3. INDICATES BEARING WALL BELOW O II 4. r=iiEiiEnEj INDICATES BEARING WALL STARTS ON BEAM z + 5. r- j INDICATES FLUSH FRAMED CONDITION REQUIRING w P4 DN O O O JOIST HANGER SEE SCHEDULE ON S0.01 V) 0 m 6. ALL INTERIOR WALLS SHOWN ARE 2x4@16"OC L� LJ OR ((ooff� (( m 13 R SHEATHING ON OSNE SIDE,PLYWOOD IS NAILED TOO L` J �O sz.o1 L —1 N U U U N x X X 2x10@16'OC STUDS w/10D GALV.COMMON NAILS SPACED O U W O N AT 3"OC AT PANEL EDGES AND 12"OC AT C' (n IL O . 2x10@16"OC 4 D 4 N INTERMEDIATE SUPPORTS. � 4D L JL 3 zx1 %L VL JL � 3Y 11%LN,L 7. ALL EXTERIOR WALLS SHOWN ARE 2x6@16"OC zx 1�/a LVL r (UNLESS NOTED ON PLAN)w/Y2"PLYWOOD R 1 HEATHING ON ONE SIDE,PLYWOOD IS NAILED TO 12 O S2. 1 7x10 STUDS w/10D GALV.COMMON NAILS SPACEDWS 12 -. AT 3"OC AT PANEL EDGES AND 12"OC ATINTERMEDIATE SUPPORTS.x3x10@16"O o 8. INDICATES SPAN OF%"EXTERIOR GRADE PLYWOOD. z x ^ry 2-2x10 N 2-2x10 N + 2-2x10 2-2x10 W �r �r 0 - � cn Ld 2x8 3-2x N LLJ P2 P2 6 O p 0 Q—T dU c> Z cn o}a} iq0 o}a} - Q Q (V F ow NF N L Z Q (n � z m � _ St. 05 2-2x6 PT SILLS w/ 2-2x6 PT SILLS w/ MASONR %"0 AB @32"OC %-0 AB @32"OC CHIMNEY By Y4x10x10 BASE PLATE I SEE PLAN O w SIMPSON TYPE'H-4' BY OTHERS �i W/4-Y4"0 AB FOR COL Z z i aC7 � g SEISMIC ANl HOR q"SLAB i i d'w m WWF 2x6@16"w/ M"PLY WODD 2x6@16"w/ a/4"PLYWOOD / w/WWF i Q o 10� Y2"PLYWOOD Y"PLYWOOD. z i F w FINISH z FINIS y SHEATHING _ -- SHEATHING -- -- --�-- / i ------ - WWF > > F _x ..� v #4 .. i, o �. i i ri..' O me 0 BC RIM BOARD BC RIM BOARD I 2-#5 CONT 244 244 5 ,; �` JOIST � JOIST SEE PLAN 6 q" SEE PLAN REGl�lALD S. ' 2'_0" FIN GRADE 6" 4" FIN GRADE 2-2x4 PT SILLS w/ RDOME 11 s-2x4 PT SILLS w/ — %"0 AB @a'-o"OC STRUCTURAL V-0 AB @4'-0"OC 1'-0"MIN +p1 SEE PLAN FOR STRUCTU BOT OF FTG FTG SIZE ,gyp 'Q • 31949 1 2 3 4 #4@12 BEW rJ EL SEE PLAN SCALE:1"=1'-0" SCALE:1"=1'-0- SCALE:1"=V-0" SCALE:1"=T-0" SCALE:1" w a� 2x6@16"w/Yz" Y2"PLYWOOD FINISH /4 T&G PLYWOOD PLYWOOD TYP %4"T&G PLYWOOD 3 " FINISH %"T&G PLYWOOD ( ) 2x6@16"w/Y2" 3/4"T&G PLYWOOD ---- ----- ----------- FINISH PLYWOOD FINISH %"T&GPLYWOOD ------ ------- ---- --- - --�--- ---- FINISH- BC RIM BOARD - BC RIM BOARD N z O_ 2x12 JOIST LVL NO JOINT IN NO JOINT IN Ln JOIST HANGER LVL JOISTS PLYWOOD WITHIN JOISTS PLYWOOD WITHIN 2'-0"ABOVE OR 2'-0"ABOVE OR JOISTS BCI JOIST JOISTS D_ BELOW FLOOR BELOW FLOOR BLOCKING 2x6@16"w/ C Y2"PLYWOOD V SCALE:1"=1'-0" 7 SCALE:,1"=V-0" SCALE:1"=1'-0" 9 SCALE:1"=1'-0" 1 O SCALE:1"=V-0" OO %4"PLYWOOD LLJ N - 2x BLOCKING a O BETWEEN RAFTERS /4"PLYWOOD POST(SEE PLAN) z 2x BLOCKING %4"T&G Q LJ (n D' BETWEEN PLYWOOD %4"T&G z L i SIMPSON TYPE'H-1' RIDGE 3/4"PLYWOOD RAFTERS I FINISH LVL BEAM PLYWOOD O m SEISMIC TIE TYP 2X RAFTERS SIMPSON TYPE ------- - - - ------- s O Q O'O 'H-1'SEISMIC i FLITCH BM#1 IS 3-1/4x5Y4 LVL+ LJ u LJ C� TIES TYP i� 2-%Bx11Y2 STEEL PLATES (n V) O-O w/y0"THRU BOLTS-2 EE G +@16 OC T&B FLITCH BM - JOISTS 15 SCALE:1"=1'-0" 2x6@16"w/ SIMPSON TYPE I I Y2"PLYWOOD 'H-2.5'SEISMIC SIMPSON TYPE I I JOISTS 2x4@16"OC LJJ JOIST HANGER TIE TYP ES 'CCO'POST CAP i JOIST HANGER w�"PLYWOOD U 2x6@ 16"w/ I I z 2X RAFTERS Y2-PLYWOOD I I FINISH %"T&G PLYWOOD LLI 2X RAFTERS I I POST - I I (n 11 SCALE:1"=1'-0" 12 SCALE:1"=1'-0^ 1 SCALE:1"=1'-0" 1 SCALE:1"=1'-0" W W PAVERS BY OTHERS --- (n 2x6@16"OC FIN GRADE _ %"PLYWOOD w/Y2"PLYWOOD —x�x Q U 20 LVL LJ Q h cn FINISH %"T&G PLYWOOD 9" 8" SCALE:1"=1'-0" Q < -------- %4"PLYWOOD FINISH WWF U --------- ------- FINISH _J - --_----- ------------- %4"T&GPLYWOOD Z Q (_n 0 O z 2x RAFTER v m O d- S LVL BCI JOIST JOISTS JOIST HANGER BLOCKING JOISTS LVL 245CONT q ry2• 01 - 2x6@16"w/ JOIST HANGER 2x4@16"w/ 1\Jy2"PLYWOOD Y2"PLYWOOD P16 n17 18 19 I z'� n2l SCALE:1"=1'-0" SCALE:1"=1'-0" SCALE:1"=1'-0" SCALE:1"=1'-0" SCALE:1" 1'-0" � � � � � J � � � I 0 0 0 rf� r,, - DRAWING INDEX . 4 A ISSUE DATE OF DRAWINGS W ■ ISSUED ED RE ISSUED WITH REVISION o ® QUA � L LANE GARAG-E- 0 RE-ISSUED WITHOUT REVISION � ' 1 HYANNIS , S. C ..HUSETTSIVY CVR COVER SHEET/WINDOW SCHEDULE ■ ARCHITECTURAL DRAWINGS j. AG1.0 PLANS ■ i AG2.0 EXTERIOR ELEVATIONS ■ OCTOBER I92 O0, d • AG3.0 BUILDING SECTIONS a " • STRUCTURAL DRAWINGS SO.01 GENERAL NOTES: - ■ PROJECT ' DIRECTORY SO.02 TYPICAL DETAILS ■ s1.01 PLANS - - ARCHITECT STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER ' " GLEYSTEEN•DESIGN;'LLC ^ROOME &.GUARRACINO LLC THE'BURBANK GROUP ,° BAXTER,-NYE'ENGINEERING ` 185 MOUNT AUBURN ST= 48 GROVE..STREET-SUITE 103 10 RIDGEWOOD DRIVE & SURVEYING, CAMBRIDGE, MA 02138" SOMERVILLE, MA 02144 EAST SANDWICH, MA 02537 78 NORTH STREET 3RD FLOOR _`. TEL: (617) 492-6060. TEL: (617) 628-1700 HYANNIS, MA 02601 cn FAX: (617) 492-6262 FAX: (617) 628-1711 TEL: (508) 771-7502 zp FAX: (508) 771-7622LLJ ' N- - GENERAL NOTES: „ GENERA WINDOW NOTES: .. �.. - 1.THE CDIMTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS AND LICENSES'• . _ AND PAY RECURRED FEES.' •� • • .... - , ._ COORdIUIC SCHEME WIH dMNgGS FOR OPERATOR.REPONI I!0'D6CREPACtt6 •- •' 2.THE CONTRACTOR SNALL MEAN ALL DW RE PERMITS TROY THE REOUiRED. - 10 " ' a _ AA tt CDEENT NG GERCCSPI-COSFENA DPREYIES AR TO BE D. - [OR NAMING C-WHIM�R1/6#N016Y ARCHITECT GE f ANY 06CffPN : TIRE CONTRACTOR STALL BE RESPONSIBLE FOR MANTAOIH MTELOTY O EX61HC ." - I AND MN TION. D SUPPORTS AMID SHORING AS REWIRED THROUGHOUT - YANUFTICI'S SMALL.APPROVAL OI DETAILED SHOP WINGS PS. OMNN GINNING fWY ' DYONgN.IYD CONSTRUCTION. - AND ARCXU[Ci'S WNTTEN APPAOVA O SHOP DRAWINGS PPIOR,O BEGINNING r. .. . K:GENERAL CONTRACTOR SHALL COORDINATE WITH!ILL APPIWRMTE UTN1Y PRDADERS AS 6 UFACIURE. +- - " _ C s ° '. r .. r _i.. .. •. " MOSWFI FOR DEYOI1110N AND CONSTRUCTION - , - - ALL MINDOMS AND DOORS SITYI BE NWNYL CVO,UNLESS OTHERWISE NOTED. .. - •.�- " S.GENERA CONTRACTOR SHALL COOPERATE.WITH STRUCTURAL ENGINEER AS NECESSARY - OWING:3/4•LOW E INSUEATED CLASS W/ARGDWA y {• - FROM 70 REMOVING LOAD BEARING WALLS,COUWNS AND OTHER LOAD BEAIxNG STRUCTURE i SUPPO ELEMENTS TO RE". YUN,M:7/8'MONTHS.SEE ELEVATIONS FOR CONFIGURATION.SIMULATED DIVIDED .. .. - s .. '• 6.WIUIiEX DIMENSIONS TAKE PRECEDENCE OVER SEXED DRAWINGS:DRAMNGS MAY N01 BE -a UTES W/MULES ON BOTH SIDS R SPACER BAR 0 CENTER - H„ .. O x zN. ..:. • ; , 3 ., . ,. : • '._ - DRAYN ACCURATELY TO SCALE. - CASK; PRICE WITH RA,WOOD CASING. S 1/2',5/4' - '� 1- ,• k T n 7.CONTRACTOR SMALL ASPECT SITE PRIOR TO CONYLNCEWENI O CONSTRUCTION AND ° - _ A SIZES LISTED ARE FOR ANDERSEN WINDOWS AND DOORS. - 5SCREEN PT ALL WOOD SFFEIx DODITs RA AL COLOR G TRENCH ASHRCOLOR FULL G/--E R/-'A G E: W:I-N ROW W &::• °.D.O 0 1\ S C E D U L E 5 " - '*$•. KPoFY'REED DIMENSIONS. THE CONTRACTOR sWAL NO,IA',NE ARCHITECT IF,HERE ARE SIZE SCREENS A,AIL OPERABLE WINDOWS.FRAME COLOR,,D_IWCN SASH COLOR - P OTHER MANFANUFACTURER SIZES MAY DIFFER: _ :ANY SIGNIFICANT DISCREPANCIES BETWEEN FIELD AND ACTUAL DIMENSIONS ARID DRAWNGs: I1PO) GENERAL WINDOW NOTES ARE INCLUDED ON COVERSHEET: 4, . B.MCCHLNKI ELECTRICAL AND PLUMBING "E WEXiER WORK SHALL BE PERFORMED BY DESIGN BUOD. _ WEATHER sTInPPmR:- -STAR Al ALL OaoRs..MW+urACTURER's , t y: O r� CD • + ? w%,' .,. , (G-CVR).. _ - , I, , S.THE GENERAL CONTRACTOR SNAIL 11 RESPONSIBLE FOR DESIGN WILD M.E'P.WORK FINISH TBD. ~ w AND WILL COORDINATE THE WORN OF ALL REWIRED M.E.P.DESIGN WILD CONTRACTORS. - + - p1EM510x.CRABS: fAC10RY INSTALLED F%ICNSXIN JAMBS AS NEEDED COORDINATE s,. a STALL L 1H AND INTERIOR FRAME FWSN: WIN WINDOW TYPE" MANUFACTURER PRODUCT R.O. SIZE:' '[�OTES RoSPONSigFORDLD ESIAANDCOc,RIrxAxOFM.E.GcoNTRACONACCORBE rnNw THICKNESS <. A RESPONSIBLE FOR DESIGN AND GONTIONS A N O Y.E.P.SYSTEMS N ACCORDANCE WRX - • . Al APRIGBLE EWES AND RECUEAIIORS AND 9VlL -•USE TEMPERED fRASS WHERE TWINNED NT CODE. WHERE IJFY PORTION GE A If ... � W X H , - .. OBTAIN ALL REQUIRED PERMITS VINO lICEN5E5 AND PAY REWINfO GEES FOR All Y.E P.,.. WINDOW 6 TO BE TEMPERED.THE ENTIRE UNIT 6 TO BE TEMPERED.. ` - v .. A. a." -e.. r .. 'WORK. s NDCAN FINISH VSBLE WINDOW 0 BE"HE. - - - _.. - W HARDWARE DOW XARpJARE lHI91 1 FIRST FLOOR Y 11.DESIGN WILD M.E.P.CONTFKTORS SHALL PROVIDE DRAWINGS AS RECRUITED TO ' n _ a ,. - 1: H COORgWETHEIR WORK WITH THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. SUBMIT M. - DOOR MAROWIA LOCKING SYSI HI Al + A'. ° 'P ' E.P.C00RgMA1I1N OAWAGS FOR APPROVAL BY ARCHIIE0 AND STRONTIUM ENGINEER E: PRIG[SOLID BRASS FRENCH DOOR HARDWARE. OR RUBBED W ` BRONZE FINISH. PROVIDE YWTIPWIT [Y AND IDJUSIABLE HINGES AT �Y. U BEFORE PURCHASING EOUOiIFNI OR S1IAlIXG WORK. - FRENCH WO6. G10 CUSTOM DOOR f TBD TBD, VERIFY DIMENSIONS WITH MANUFACTURER - HINGES AND SPRINT PLATE MDmsa TO BE PERFORMEo ACCORDING 10 r 12.FOR SIZE AND LOCATION O AL OPENINGS f0A NECHWKA DUCT WORT REFER i0 z '*.�.,_ •, MECHANICAL x DRAWINGS NT DESIGN WILD CONTRACTOR. F YANUFACNRFR'S SPECNCA71ON5. - G11 CUSTOM GARAGE DOOR TBD •TBD 9'-0 x 8'-6" NOM. I3.WHERE FACTORY FnRTS ON RED OR FKIOW PRD ITEMS OCCUR SUCH AS GROUTS A ` ' DIFFUSERS.META,RIM AND ACCESSORIES.ETC.,THEY SHALL BE PMNTED TO MATCH THE "* W ADJACENT SURFACE OR AS DIRECTED BY THE ARCHITECT. ::''4" X - 't . G12 CUSTOM GARAGE DOOR TBD TBD 9'-0" x 8'-6" NOM. —1K.THE CONTRACTOR SHALL.IN THE MOAN O AL TRADES,PERFORM AM AND NA OUTING, A „ co ,r.. PATCWNG.REPAIRING,RESTORING AND THE LIKE NECESSARY,0 COYPHE,E THE WORM AND TO .R i „ „ RESTORE ANY WAGED OR AFFECTED SURFACES RESULHNG FROM THE WORK O OAS - (` A W_. n .. - "V 1 THE 1 R ARCHITECT. CONTRACT i0 C SAISFACTXW O HE OWNER VINO G13 CUSTOM GARAGE DOOR TBD � TBD 9'-0 x 8-6 ROM: ° � ,- •1- Y � W" Ail 15,THE GENERA CONTRACTOR SHALL COOUOMATE WORK PERFORMED BY OTHER C20A 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 2'-10 Yg" x 5'-4 �" COMPACTORS.INCLUDING DESIGN CORD CONTRACTORS. OSOREPANCIES.IF ANY.SHOULD BE N BROUGM 10 THE ATTEMON O THE ARCWTECI FOR RESOLMON BEFORE PROCEEDNG WITH '400 SERIES TILT-WASH DBL HUNG ANDERSEN TW2852 2-10 II/ BUILD G2D6 /$" x 5'-4 �" TS THE DESIGN YECH NXI SHA l KRI T EXACT DIMENSIONS GE f <" _ EDAPWE S THIN!NT AND nituTHIN!EOUIPMENT MANUFACTURER. THE MECVAICA COMRACTDIR q Q Ll.l Q SHALLG20C 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 2'-10 y" x 5'-4 %" WORK BERR FIT D ANG AND ANDIKX D FOR PROPER Y DISCREPA D HIS �, •' •• WORK BEFORE IT OF EO AND T AND DUCT PLOWED FOR OF ANY q COMPLETION F H WITH EXISTING CONDITIONS OR PROJECT DOCUMENTS. - V) _ ' - ,A°E 17,SHOULD THE[PAINTINGS DISAGREE PATH THEMSELVES OR WITH THE SPECTOIILMS.OR .TIP' n '^r' Q Q :. , -. -. �. 1.� -. M1 - G21A 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2452. 2'-6 Yg' x 5'-4?�" SHOULD THE SPECIFICATIONS DISAGREE mN IN MSELVES.THE BETTER Od41q oR QUINAm Q . .. .. - O WORK OR MATERN.SHALL BE PRICED AND UNLESS OTHERWISE ORDERED IN WRITING, • _ •,• `J / 1 ` - G216 400 SERIES TILT-WASH DBL HUNG ANDERSEN TW2452 2'-6 Yx' x 5'-4�" SNALL BE NRN6HEU AND INSTALLED. 18,NO SUBSTITUTIONS ARE PERMITTED WITHOUT THE ACNMCYS WKrtEN APPROVAL. /^ G22 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 2'-10 Y" x 5'-4�" EGRESS RATED WINDOW OPENING SNAIL NOTIFY THE ARCHITECT OF SUCH ERRORS AND OMISSIONS, 19.I AM ERRORS OR OW6sKGNS APPEAR IN CONTRACT IIOCUMpTs.THE CONTRACTOMISSIONS, z G23A 400 SERIES CASEMENT ANDERSEN CW135 2'-4 %" x 3'-5 g' 20.SHALL BE SEL 0 XEEONTranKED.DSKKETETED,OR TRATIMIS.AND OTHER WATHER-ESTRIUPPED i0 LIMIT AIR LIB ry Q 21.USE ACOUSTICAL SEALANT AROUND ALL PIPES.DUCTS,CONDUITS,OUTLETS.SWITCHES, -' - G23B 400 SERIES CASEMENT ANDERSEN CW135 2'-4 %" x 3'-5 %" ETC.W BOTH SIDES DE CROSSING MALLS WITH THERMAL AND ACOUSTIC NSLIu1ION. _ 22.EACH CONTRACTOR SHALL LEAVE THE SITE N A NEAT.CLEAN AND ORDERLY CONDITION C24 400 SERIES TILT-WASH DBL HUNG ANDERSEN TW2852 2'-10 Ye" x 5—4 UPON CONCLUSION O HIS WORK. AL WASTE RUBBSR AND EXCESS MAIERALS SHALL BE REMOVED FROM THE SITE PROMPTLY, „ 23,THE GENERA CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AHD DISPOSAL OF AL " ' C25A 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 A 2'-10!$ x 5-4 - - ';; - "`. - - TRASH INCLUDING DINNER FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S T , /y /y A / If'� ` CONTRACTORS FOR THE DURATION O THE PROJECT. _ E(`/y- QIFi./- !!MA/ IIUFL'CJ\ G25B 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 2'-10%" x 5'-4 %" i+: HE GENERAI CONTRACTOR SHALL INSPECT IKE CONDITION OF THE EXISTING ASSEMBLIES -AND MATERIALS TO REMAN. REPNR OR REPLACE DAMAGED OR INSUFFICIENT EXISTING ' - - G25C 400 SERIES TILT—WASH DBL HUNG ANDERSEN TW2852 2'-10 y" x S'-4 %" ASSlueUCs OR MATETO S AS REQUIRED, NDnf THE ARCHITECT N plsnH coxDlnoxs ARE NDI SUFFICIENT 10 SUPPORT NEW WORK AS SHORAN, Y _ 1 C • m p� -------------7 ,•0• III ol 711 ol — I— \ / \ I ! g I — \ I J I \ I I N � I U) ;-nu D—�. pOF- 12/12 r ' D I i LOPF sr — — — — — — — I 1 1 I 1 0 1 1 J ' 1111111. I• J 1 i I oA I � • s� • I I og I I o o . E I I � k I � z• ^� O I• � J ^ o o • 52 r _ m z _ I I I I o I_ A L - - - - - - - - - - = � - - - - - - - - - — — — � a 2'-0' 21'-0• - �1J o 0 G Fr yid BRUNICARDI GARAGE GARAGE PLANS REVISIONS * f ILI ol PERMIT SET c� te C ID ti 185 NT AUBURN ST 40 QUAIL LANE t' 10/19/07 (tq J�cu p P617 CWWM92M 0 HYANNIS, MASSACHUSETTS SCALE: 1/4"=1'-0" 8 NOTE:SCALE:1/8•=1'-0•FOR 11%17 PAPER 11-8' e 1 }-2 2-0' . 11-8' b-2• 1 2'-O' . Al Y • I I I I I • I I I � i. I , • I I I I I o n I - 0 — _ - 'I ? S _ = o },. . -- x N X I r7lFr .:_. _ m _ _ .Z7 Q - Q - m m — r r I --- m m I _ - -� 1 -- I -- --- I - r ` a a m v foomNN ooci NDA m .. . - A -`-029 OA� xA0 Z ' n ti Z. p Z Z V m p= v O t1 AfC m VOp in l'IZ 00, p p .. x 11 V1p Cu Z N V A A 2 C« t1 VIA o\, A m A ov rn •' A -02 A"z�OrN. CmOTo pAr 00NZ 0- `E to N; rn Ap�`� �yln O NR'�p NP"D -ti x0 S 0 0vZ 2fr1 _ e _-- �� 2 S �vol IIIQIIB — vviy vnzoi mo5 Z III N.:II O —�--- - m c m m — Zl �J iQ.. ---- m m. ----- � O OZ Z m w O G - T BRUNICARDI GARAGE GARAGE .ELEVATIONS REVISIONS PERMIT SET 7 rn 00 40 QUAIL LANE 10 19 07 - C I 185 M AUBUGEMANST FauleRlocELuo213a Ity HYANNIS, MASSACHUSETTS SCALE: 1/4"=1'-,0" A �-Z) FFXX 617 492 62fi2B2 ® NOTE:SCALE:1/8'=1'-0'FOR 11X17 PAPER V t e o a" s� swco S ' I I I I Ir N C 7-0 r I KNEEWALL p z ; I • n i + • - I f I sa o - t ,_, KNEEWALL cl) KNEEWALL - - T_§•e •. ' I KNEEWALL - -� Z Fl I I-, m z � mo IIIV6 _ � gN IIIVII Am I11 II oO m • _ —� _ ERE ARC ._ - �T D BRUNICARDI GARAGE GARAGE SECTIONS REVISIONS s �� PERMIT SET - 6 9WT 40 QUAIL LANE 10/19/07' I G 11Am38 4c, HYANNIS, MASSACHUSETTS. SCALE: 1/4"=1'-0" A J� FX 617 492 6262 NOTE:SCALE:1/8'-1'-0•FOR lIX17 PAPERzn mP MOIR GENERAL REINFORCEMENT STRUCTURAL TIMBER CONSTRUCTION U, Ow tK 1. Structural work shall conform to the requirements of"The Commonwealth of 1. Reinforcement work of detailing,fabrication and erection shall conform to 1. Timber construction shall conform to Part II"Design"as published in the _Z W - m z wLL Massachusetts State Building Code",7 Edition.(One and Two Family Dwelling "Building Code Requirements for Reinforced Concrete"(ACI 318-02),"ACI "Timber Construction Manual"(AITC 4'Edition)and to"National Design t)� Code). Detailing Manual-1994"(SP-66),"CRSI Manual of Standard Practice" (MSP Specification for Wood Construction"(NF.PA,2001 Edition). M W w 2. Examine architectural,mechanical,plumbing and electrical drawings for 1-97),and"Structural Welding Code-Reinforcing Steel"(AWS DI A-92). 2. New timber for structural use shall have a moisture content as specified in the Q4 N verification of location and dimensions of chases,inserts,openings,sleeves, 2. Steel reinforcement,unless noted otherwise,shall conform to the following: "National Design Specification for Wood Construction(NF.PA,2001 Edition). O washes,drips,reveals,depressions and other project requirements not shown on 3. Timber construction shall conform to Article 36,"One and Two Family 0 6 b s structural drawings. (A) Bars,ties and stirrups ASTM A615 Grade 60 (FY=60 KSI) Dwellings"of the Commonwealth of Massachusetts State Building Code. 2 r Welded wire fabric ASTM A185 4. Material properties for timber shall conform to the following: O a 3. Verify and coordinate dimensions related to this project. (B) Welded P Pe g 4. Provide and install necessary material to connect elevator support beams. (A) For members with nominal 2"thickness. S-P-F#1/#2 or better(15%max cc Location and size of beams and any inserts required shall be determined by the 3. Minimum concrete protective covering for reinforcement,unless noted otherwise, MC). shall be as follows: Allowable bending stress: elevator manufacturer. 18.Exterior door and window headers shall be a minimum of 3-2x10's unless G, r 5. Openings in slabs and walls less than 12"maximum dimension are generally not Fb=875 PST(single member use) otherwise noted on the plans. �Q OFky (A)Unformed surfaces cast against and permanently in contact with earth: 3.0" Fb=1000 PSI(multiple member use) �. .tn shown on structural drawings shall not be revised without prior written approval 19.No joist shall be noted or drilled with holes without the specific approval of the � , (B) Formed surfaces in contact with earth or exposed to weather: Allowable shear stress Fv=135 PSI of the architect. architect. Compression parallel to grain=1100 PSI REG•r.A, LO 6. Typical details and notes shown on structural drawings shall be applicable to all 20.No joist shall be repaired or reinforced in any way without the specific appro �' h'Gv�;,( I I#6 through#18 bars 2.0" Compression perpendicular to grain=425 PSI s parts of the structural work except where specifically required otherwise by of the architect. q 45 bars,5/8"wire and smaller 1.5" Modulus of elasticity=1,4UU,000 PSI $Tfii. contract documents. 21.Beams built up of timbers shall be firmly nailed or bolted together. 7. Details not specifically shown shall be similar to those shown for the most nearly (B) For members with nominal 4"thickness and greater Southern Pine#1 or 22 Plywood shall be laid with face rain parallel to span;stagger all joints. l i p Y Y C Surfaces not in contact with earth or e. joists: better(19%max MC). Y g p ed J O exposed to weather-walls,slabs, similar condition as determined by the architect. 23.Sills shall be 2-2x6(pressure-treated)and shall be anchored with 5/8"diamete Allowable bending stress: 8. The contractor shall submit complete shop drawings for all parts of the work, anchor bolts not more than 32"OC and at 8"from each comer. #14 and#18 bars 1.5" Fb=1300 PSI including description of demolition and construction methods and sequencing 24.Temporary erection bracing shall be provided to hold structural timber securely i #11 bars and smaller 1.0" Allowable shear stress Fv=85 PSI where applicable.No performance of the work including,but not limited to, position as described on the drawings. It shall not be removed until permanent demolition and construction methods and sequencing where applicable, Compression parallel to grain=925 PSI bracing has been installed. Beams,girders and columns-principal reinforcement,ties,stirrups or Compression perpendicular to grain=625 PSI 25.Timber shall be generally knot-free,with only small tight knots permitted and demolition of existing structure or fabrication or erection of new structural spirals: 1.5" Modulus of elasticity-1,600,000 PSI g Y Y elements,shall commence without review of the shop drawings by the architect. generally straight-grained. (C) For pressure-treated members with nominal 2"thickness,southern pine 26.Structural timber shall be identified by the grade mark of or certificate of 4. Where continuous reinforcement is called for,it shall be extended continuously #1 or better(19%max MC). inspection issued b a grading or inspection bureau or agency recognized as being FOUNDATIONS p Y g g P g Y gn g around corners and lapped at necessary splices or hooked at discontinuous ends. � Allowable bending stress Fb=1300 PSI competent. Laps shall be Class B tension lap splices,unless noted otherwise. Allowable shear stress Fv=90 PSI 27.Structural timber shall be visuallystress-graded lumber in accordance with the to 1. Foundations for this project consist of spread footings,foundation walls,and slabs 5. Where reinforcement is not shown on drawings,provide reinforcement in Compression parallel to grain=1550 PSI g Z on grade. Allowance bearing pressure is 2.0 tons per square foot. The contractor provisions of ASTM designation D245-74,"Methods for Establishing Structural O g p p q accordance with applicable details as determined by the architect. Compression perpendicular to grain=565 PSI Grades and Related Allowable Properties for Visually Graded Lumber": is to verify the bearing conditions and notify the architect if conditions are not as 6. Where reinforcement is required in section,reinforcement is considered typical Modulus of elasticity=1,500,000 PSI p Y N assumed. wherever the section applies. I (D) For pressure-treated members with nominal 4"thickness and greater, 28.Timber shall be so handled and covered as to prevent marring and moisture j 2. No responsibility is assumed b the architect for the validity of the subsurface u absorption from snow or rain. W P tY Y tY 7. Reinforcement shall be continuous through construction joints. southern pine#2 pressure-treated(19/o max MC). � conditions described on the drawings,specifications,test borings or test pits. 8. Dowels shall match bar size and number,unless noted otherwise. Allowable bending stress Fb=1250 PSI 29.Steel plates and angles shall be new steel conforming to ASTM A36. 3. Foundation units shall be centered under supported structural members,unless 9. Welded wire fabric shall lap 8"or 1-1/2"spaces,whichever is larger and shall Allowable shear stress Fv=95 PSI - STRUCTURAL DESIGN LOADS noted otherwise on the drawings. be wired together. Compression parallel to grain-725 PSI 4. Exterior construction shall be carried down below finished exterior grade to a Compression perpendicular to grain=440 PSI minimum depth of 4'-0",unless noted otherwise. STRUCTURAL STEEL Modulus of elasticity=1,400,000 PSI 1. Dead loads 5. Provide temporary or permanent supports,whether shoring,sheeting or bracing so 5. `.'PT"indicates pressure-treated lumber(to be used when in contact with concrete, (A) Weight of building components 0 that no horizontal movement or vertical settlement occurs to existing structures, 1. Structural steel work shall conform to"Specification for Structural Steel masonry or weather). 2. Live loads N streets or utilities adjacent to the project site. (A)Typical floor-40 PSF J P J Buildings-Allowable Stress Design and Plastic Design"(AISC 1989);"Code of 6. '14"BCI 60's'etc.indicates engineered wood I-Joist with laminated veneer W- w 6. C out continuous control of surface and subsurface water during construction (B) Roof snow load-25 PSF plus drift O �' g Standard Practice for Steel Buildings&Bridges"(AISC 1992); and"Structural lumber flanges and OSB webs by the Boise Cascade Co.or equal. Z Z such that that foundation work is done in dry and on undisturbed subgrade material,as Welding Code-Steel"(AWS D1.1-96). 7. `3-1/2"x 11-7/8"LVL'etc.indicates laminated veneer lumber-2 OE beam or Pg=35psf;Is=l.O;Ce=1.O;Ct=1.0; O Lil applicable. 2. Structural steel shall be detailed in accordance with"detailing for steel post by the Boise Cascade Co.or equal. 3. Wind loads-Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, J Z to 7. Bottom 3 inches of exactions for footings shall be finished by hand shovel. construction(AISC)"and where required,designed in accordance with cited 8. Joist support by nailing is forbidden unless used with an approved hanger. Exposure B;Importance Factor=1.0, < w F-to 8. Backfill under any portion of the structure shall be compacted in 6"lifts. references". Unless noted otherwise on plans,all flush framed joists and beams shall be End Zone Wall pressure=25.7 PSF;End Zone Roof Pressure=20APSF J J :5 O 9. No foundation concrete shall be placed in water or on frozen subgrade material. 3. Structural steel details,not specifically shown,shall be taken as being similar to framed with Simpson hangers as follows(or approved equals): Int.Zone Wall pressure= 17.6 PSF;hit.Zone Roof Pressure= 14.OPSF Z U o-U 10.Protect in-place foundations and slabs from frost penetration until the project is those shown for the most nearly similar condition as determined by the architect. HeiZht Adjustment Factor Int.Wall(Psf) End Zone Wall(Psfl O completed. 4. Structural steel shall be new steel conforming to the following: (A) 2/6;2x8 Type`U26' 0'-30' 1.00 17.6 25.7 11.Do not backfill behind foundation walls until permanent lateral structural support (B) 2-2x6;2-2x8 Type`U26-2' (25 psf used for Design of Main Wind Force Resisting Systems) system is in place and of full strength. (A) Unless noted otherwise ASTM A992 Grade 50(Fy=50 KSI) (C) 3-2x6;3-2x8 Type`U26-3' 12.Sheeting,shoring and bracing for the lateral support of excavation shall remain in (B) Channels,angles T's, ASTM A36 (Fy=36 KSI) (D) 2x 10;2x12 Type`U210' place until all permanent structural systems below ground level are complete. For plates,etc. (E) 2-2x10;2-2xl2 Type`U210-2' further information on lateral support of excavation,see specifications. (C) Tubes ASTM A500 Grade B(Fy=46 KSI) (F) 3-2XIO;3-2/12 Type`U210-3' (D) Pipes ASTM ASO1 Type E or S,Grade B (G)14"BCI 6000's Type`ITT3514' CONCRETE or ASTM A53 (H)14"BCI 60's Type`=3514' (E) Anchor bolts ASTM A307 (I) 3-1/2"x 9-1/2"L.V.L. Type`HGLTV3.59' w 1. Concrete work shall conform to"Building Code Requirements for Reinforced (F) High strength bolts ASTM A325 (J) 5-1/2"x 9-I/2"L.V.L. Type`HGLTV5.59' (K)3-1/2"x 11-7/8"L.V.L. Type`HGLTV3.51I' Q � Concrete"(ACI 318-02),and"Specifications for Structural Concrete for l li l l b h A 5 Buildings" (L)5-1/4"x 11-7/8"L.V.L. Type`HGLTV5.511' ACI 301-99. . Anchor bolts,leveling pates or bearing plates shall b located ates sae ocate and built in to nto ( ) ry (M)3-1/2"x 14"L.V.L. Type`HGLTV3.514' Q W 2. Concrete shall be controlled concrete,proportioned,mixed and laced in the connecting work,preset by templates or similar methods. Plates shall be set in P P p (N)5-1/4"x 14"L.V.L. Type`HGLTV5.514' � presence of are representative of an approved testing agency. full beds of non-shrink grout. p p pp g g y. (It is the contractor's responsibility to determine correct hangers for all sloped D 3. Unless noted otherwise,concrete shall have a minimum 28 day compressive 6. Welded connections shall be made by approved certified welders using filler and/or skewed conditions.) _ strength of 4,000 PSI and be normal weight concrete. metal conforming to E70XX or F7X-EXXX with low hydrogen. 9• Minimum bearing for all joists and rafters shall be 4". 0 Q 4. Concrete to be exposed to the weather in the finished project shall be air 7. Welds shall develop the full strength of the materials being welded,unless noted 10.Use double joists under all partitions. W entrained otherwise,except that fillet welds shall be a minimum of/<". 11.Partition and outside stud walls shall be bridges once in their story height or at Z U) 5. Provide vapor barrier under interior slabs cast on grade. 8. Ends of columns at splices and at other bearing connections shall be"finished to least every 4'-6". Q :�J Q 6. Concrete shall be placed without horizontal construction joints except where bear"to complete the true bearing. 12.Anchor bolts and bolts for structural timber shall be ASTM A 307. Standard cut U :E shown or noted. Vertical construction joints and stops in concrete work shall be 9. Structural steel framing shall be true and plumb before connections are finally washers shall be provided between wood and bolt head,and between wood and - -J made at midspan or at points of minimum shear. bolted or welded. bolt nut unless steel plates or plate washers are used. z Q 7. Concrete slabs shall be placed so that the slab thickness is at no point less than 13.Exterior walls shall be framed with 2x6's at 16"C/C and 32/16-%:"exterior z • that indicated on the drawings plywood sheathing. Plywood to be nailed to studs with IOD galvanized nails at Q 8. Structural steel below grade shall be encased in concrete with a minimum cover 4"on center at panel edges and at 12"on center at intermediate supports. O r i 14.Interior walls indicated on plans shall be framed with 2x4's at 16"C/C or 2x6's at _ of 2". 16"C/C(see arch drawings). 15.Roof construction shall be as shown on the plans with 32/16-5/8"exterior plywood sheathing. 16.Floor construction shall be as shown on the plans with 32/16-3/4"exterior tongue O 0 and groove plywood sheathing,glued and nailed to the joists and beams. 17.Interior door and window headers shall be a minimum of 2-2x10's unless noted otherwise on the plans. SEE SPLICE WELDED WIRE FABRIC VARIES WALL PROVIDE SHOP DRAWINGS INDICATING U y o SCHEDULE MATCH SIZE AND WWF SEE PLANS( ) f PROPOSED JOINT LAYOUTS. _j w SPACING OF 1'-0V "MIN Ow a SMALLER HORIZ SAW CUT Ye"x SUPPORT WWF ON DENSE � � � ?w � BAR 1Y2"CONT CONCRETE BLOCK AT CONSTRUCTION I. . z J LL CONTROL JT 4'-0"OC EA DIRECTION JOINT(CONST� z - m a UPPER FOOTING i w w g 0 0 o1 LOWER CONSTRUCTION I U w$ ai w HORIZ BARS p 2 MIN CONTROL JOIN (CJ) r n w STD HOOK,1'-0"MIN > " _ _ _________ _ �\ 1 �_ O h _ ` � e: _____ N LAP OUTSIDE BARS OR NO EXCAVATION SHALL PROVIDE CORNER BARS AS VAPOR BE MADE BELOW THIS INTEGRAL p LINE WITHOUT ADEQUATE o 0"TYPL I.' SHOWN. WHERE SIZES OF BARRIER EQUIPMENT BRACING OR PROTECTION o � OUTSIDE HORIZ BARS i PAD DIFFER DETERMINE 8"MIN GRAVEL CONSTRUCTION OF THE SOIL BENEATH 1"0^MAX w FPIT 1'-0" SPLICE LENGTH BY OR CRUSHED JOINT(CJ) THE IN PLACE UPPER MIN � I: LLD r AT CORNERS USING SMALLER SIZE STONE FOOTING. �f�.,� if HORIZONTAL WALL SLOPE BETWEEN FOOTING& LAYOUT OF CONTROL, &CONSTRUCTION STRL9Cvtr+��L ` 1 REINFORCEMENT PLANS 2 SLAB ON GRADE 3 ADJACENT CONSTRUCTION 4 JOINTS IN CONCRETE SLABS ON GRADE CATEGORY 2x6@16"w/ 2-2x6 PT SILLS w/ CATEGORY ACCORDING TO Y"PLYWOOD 5/e"0 AB @ 32"OCWWF PLATE GRID 10 BASE w/4%O AB b STRUCTURAL CONCRETE CENTER-TO-CENTER BAR SPACING HSS COL ELEMENT COVER <3DIAb >3DIAb >4DIAb >6DIAy FIN GRADE i I WWF <aDIAb <601Ab - MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE (UNLESS SHOWN OTHERWISE ON DRAWINGS) BEAMS,COLUMNS,AND b INNER LAYER OF >DIA 1 3 5 6 CLASS B TENSION SPLICE Fy=60000 PSI WALLS OR SLABS b - - f=4000 PSI,NORMAL WEIGHT I I o <DIAb 1 1 t 2 TOP BARS OTHER BARS I i FALL OTHERS >DIAb<2DIAb 1 3 3 4 BAR CATEGORY - CATEGORY a Yi� ;. N Z2DIAb 1 3 5 6 1 2 3_ 4 5 6 1 2 3 -1 4 5 6 ' - • Z - 1. AVOID SPLICES IN REGIONS OF MAXIMUM 18^ 16^ 16" 16^ 18" 18" 16" 16" 16" 16^ 16^ 16^ 12x12 CIP PIER TYPICAL ABBREVIATIONS Z W/4-#4 V+ (n MOMENT. IF THIS IS NOT POSSIBLE STAGGER #4 26" 24" 24" 24" 24" 24" 20" 19" 19" 19" 19" 19" 8" SPLICES SO THAT NOT MORE THAN 50%OF #4[3@12"TIES DIAb=NOMINAL BAR DIAMETER #5 40" 32" 30" 30" 30" 30" 31" 25" 23" 23" 23" 23" o > GREATER THAN THE BARS ARE SPLICED WITHIN A REQUIRED 1 SPLICE LENGTH OTHERWISE INCREASE SPLICE #6 57" 45' 40• 36^ 36" 36" 44" 35" 31" 28" 28" 28" >=EQUAL TO OR GREATER THAN LENGTH BY 30%. #7 77" 62" 54" 43" 42" 42' 59" 48" 42" 33' 33' 33" - FOR FOOTING i'�rs� SIZE AND REINF <=LESS THAN #8 102" 81" 71" 57" 51" 48" 78" 63" 55" 44" 39" 37" " $�i.� SEE PLAN 2. TOP BARS ARE DEFINED AS HORIZONTAL BARS <=EQUAL TO OR LESS THAN WITH MORE THAN 12"OF CONCRETE CAST IN #9 129" =0" 644'� t12 79" 69" 56" 50" 42" THE MEMBER BELOW THE REINFORCEMENT. #to 163" 82101" 88" 70" 63" 50' OO WALL REINF IS CLASSIFIED AS OTHER BARS. #tt 200" 100123" 1oa^ es" n" s2" 2-#5 CONT ' u- N 3. FOR LIGHTWEIGHT AGGREGATE CONCRETE � '46+ 5,�` rm•'� ";I o=' 5 MULTIPLY THE VALUES ABOVE BT 1.3. 6 2'-0" SCALE:1"=1'-0" SCALE:1"=�1'-0" W Z W � 2x6@16"w/ %"PLYWOOD O Z ~O_ J U W Y"PLYWOOD 2x6(�16"w/Yz" 3 " 2x BLOCKING U W J O PLYWOOD(TYP) Y4"T&G PLYWOOD 2x6@16"w/Y2" Y, T&G PLYWOOD BETWEEN RAFTERS a N Q 5'F 2-2x6 PT SILLS w/ PLYWOOD U W U FINISH %"T&G PLYWOOD FINISH "0 AB @ 32"OC �— e �FINISH f--- SIMPSON TYPE'H-1' �� N �O -------- —————— --------- ----- BC RIM BOARD SEISMIC TIE TYP TOP OF CIP WALL BC RIM BOARD SEE ARCH 2X RAFTERS zxl T NO JOINT IN NO JOINT IN JOISTS PLYWOOD WITHIN LVL JOISTS PLYWOOD WITHIN JOISTS LL_i 2'-0"ABOVE OR 2x6@16"w/ WWF BELOW ABOVE OR BELOW FLOOR CD BELOW FLOOR Y2"PLYWOOD Q #5@10"V ��=� N (fi�n-- Q 10 W #4@12"H SCALE:1"=V-0" SCALE:1"=V-0" 11 SCALE:1"=V-0" 1 SCALE:1"=V-0" CD. V) S U %"PLYWOOD W V) Z (n z RIDGE Q Q U o J z QLn #5@10"T #4@18"T&B CONT. Z C� z 0 + JOIST HANGER 50. 02 2X RAFTERS 8 3'-6" 10" 13 SCALE:1"=V-0" SCALE:1"=V-0" ( i X 0 A N N 0 z N z 5 x9 2 VL 1 2-2x 0 2-2xt tD Ou V Op W Z 0 m 1'D lw ZDcn cn TT(A C mACm� maOd u,�A x ow 2x10@24"OC z �Z m�� 'cmn X�- � O 2x10@24"OC O c0 m0D£zZ mZ000z1m �L r Alf <�,, mm� -�oZ � ��p_ o 1O '>-"80950MD 69r N �� N z m zm mDOzrt1 ��mmm�or v o r ' to 0m ozDpo :omm.mmmmz x @ x ` cn cncmr ODm�lmmp-i0 �, m zT mr<zZ rmrm woFm o rn o z 2z Ooncnm v>nmAApuioi w O R R m moo' �G'mz =m'nG)cz)0mm ."0 z m p� DOmf �r��*0090U) O r 4x2 L L r O o X O o 2>0 >O o".'O'- � X a -ttn0 NDpm �O M m T F O< m 0(m 0 T o R 0 z omin0 ° ov-'i�m D w R r rn O 00 .AADZ0 -jo m N p cncn Am00 o�0rn zZ m z X n1 w N mM DDm DD� p 0 m m o < +i o w (�p m 0 �3 Z > 0 +�� `G Z mm oz ^�� r Xcnm 0 O Z 2x10@16"OC TYP 2x10@16 OC TYP n �r A m> " — — A I 2-2x10 _ W 2X10@16" T T V N N w A w N A O x X I2X10@16"OC X z (n A I o 2-2X10 0 _ _ Q I 2-2X10 2-2x10 X W W N _ — A N W OOfcn m m O IN r A � N < c- 3- x10 m X N N N 0 o v @ z z N A 0 0 l N - N-- - o < m 2x10 @ 16"OC r (LOW) cn ------------------------- (35'-6") w v (35'-6") I x O 3Yx14 LVL w I 0)I w z (HIGH) o c I w F.r r-1 I 3Y2x14 LVL(HIGH) z J I 14"BCI 6000'S @ 16"OC I , F 6000'S I9 0 N of I 3Yx14 LVL w OC cm6 o� c -n I T N N T I A 0 I n I NC r � I Oo r < c Z I O� I v 0 I zb I m c I I o T 0 j m I O co Z O� TO T� cn I 00 0 N� 14"BCI 60-S @ 16"OC f .Z1 I N cnmOx 1 -n r Om T I I O plw w o� � w DO°�V1 O � c I 00Or-O I m O 0 N� T I T=W' I z m 0 " 2:a6:E o p� 0 -nN 0 O I �G) Ao N I m D I :E I N w Zl I -n � I I N Z I I r c O L_� r—J Z p1 I I 0 5Y4x14 LVL Z v I I I I U I o w W N o u I I z cn I I I I N 14"BCI 6000'S @ 16"OC I < I N I r I I «£ I (35,-6„)—�— I fir_ L------------ -------I w w m z -o N N N (n W O¢e ROOME&GUARRACINO,LLC STRUCTURAL ENGINEERS 48 GROVE ST,SOMERVILLE,MA 02144 T617.628.1768 F61 A 8.1711 B R U N I CAR D I GARAGE PLANS REVISIONS N ~' SCALE: 1/4" = 1'-0" c r^ 195 MT AUBURN ST c o O 40 QUAIL LANE ^ m D PCPMBRfi17E4MA01 ~' HYANNIS, MASSACHUSETTS PERMIT SET = o Rz 617 492 6262 OCTOBER 19, 2007 AM sa .a w 11 V S` I L9 CD r 4 t, -+5 i LEGEND /ABBREVIATIONS SMITH o� LOCUS FINISH FLOOR ELEVATION SOIL#P-892LOGS DATE:March 13,1997 � ,00.o ONo TYPICAL SYSTEM PROFILE X CONTOURS v T.O.F. _ 40.3 NOT TO SCALE � O OCEgN Pam' ENGINEER: BOARD OF HEALTH AGENT: D4 = WATER GATE/SHUTOFF om ,�r M#RnE COVER AND FRAME R.A.Baxter Ed Barry '* HYDRANT 1 � J t.� ® = CABLE TELEVISION .RISER MWOOLE COVER & FIVME TEST PIT 1 TEST PIT 2 ® = TELEPHONE RISER cRAOE orER TAMNc '0t ------ = MARKED UNDERGROUND ELECTRIC LINE Q � � HYANNISPORT `t� FINISHED GRADE OVER D. eox = �.0t G.S.E. = 36.2f G.S.E. = 36.Of _ HARBOR FINISHm LE�cx�nvc >RENp+ _ .o-3eof p A 0 A = TREE/BRUSH LINE �: GI W OVER .• 3 min. 2 Sandy Loom o _:. 4" scH. 40 PVC FIRST (TO BE 1 �3002 o CONCRETE BOUND s.' 4" SCH. 40 PVC 10 YR 3 2 YR 1 EL = ELEVATION . ) r( Our 9" (min) Cover 13 g 13"B LOCUS MAP r CB to" GAS a SUMP 4" SCH. 40 PVC ( ) Loamy Sand Loamy Sand SB = SOONE BOUNNCRETE D ' 36 max Cover �.• K� SCALE t = 2,000' r. .�,: 10 YR 4 3 • 10 YR 4 3 _ 4" UU1. PVC t,,�, -fl. e; :;y y 48" 48 DH _ DRILL HOLE REINFORCED s ...� _ ,• •.•;�';. , °; C Fine Sand C fine Sand _ :.... Yi; FND FOUND STONE T 10 YR 6/4 10 YR 6/4 • . ' _::. �' ' o 0 C= 1� 1� ' v.' 144" = 144' EOP = EDGE OF PAVEMENT EL 24.2 EL 24.0 TEST PIT 12� •.�. •r. . •• r '-..i•:j :•y'- :•.�.. •• -, •1 -•••} PERc 0 54 RATE = 2 MINI IN EL 33.0 3,000 GALLON SEPTIC TANK 5' MIN STONE DISTRIBUTION BOX FLOW DIFFUSER + No Groundwater Observed o E3ev. 24.0 H-20 H-20 H-20 CONSTRUCTION NOTES: GENERAL NOTES L ALL SYSTEM COMPONENTS SHALL BE INSTALLED DV 1. LOCUS AREA IS COMPRISED OF LANDSCAPE AND ACCESS ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE EASEMENT DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF LOT 3A O PLAN BOOK 533 PAGE 98 DEED BOOK M939 PAGE 142 THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. BARNSTABLE ASSESSORS MAP 287 PARCEL 109 001 LOT 26 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING DEED REFERENCE: DEED BOOK 21.618 PAGE 255 - 257 LEACHING AREA REQUIREMENTS L.C. 198" 1 BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE OWNER: DAVID BRUNICARDI do CARYN MAROONEY NITROGEN LOADING LIMITATIONS N/A :1g 39,E CHANGED WITHOUT WRITTEN PRIER APPROVAL BY THE 1309 GLENDALE AVENUE RESIDENTIALr 7 x BEDROOMS `♦B•f• �� 3719 N/F CHARLES F. 4c JUUA SAMPLE ENGINEER. BERKELEY, CALIFORNIA, 94708 x 110 GPD/BEDROOM N ' Cf 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF ) ZONING INFORMATION TOTAL DESIGN FLOV = 770 GPD �� \ 42.7 �„, � 97.75' '` �\ / GARBAGE GRINDER (NOT INCLUDED) = N/A \ ¢ `f C ; ` / HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT ZONING DISTRICTS- RF-1 � ''` �• � , ` NOT BE BACKFILIED UNTIL INSPECTED AND APPROVED. ... 46 ♦`¢S ., ;t tl• LEAST 48 HOURS PRIOR TO BACKFILLING. THE SYSTEM SHALL / AP AQUIFER PROTECTION OVERLAY DISTRICT PERC RATE = 2 MIMi / INCH (CLASS 1) `moo` ♦\\ '�1" �\ 3s,s \` i MINIMUM CURRENT ZONING REQUIREMENTS N ZONE RF-1 LTAR = 0.74 GPD/S.F. , 36,7 35.3 / 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED MIN. LEACHING AREA OF S.A.S. REQUIRED F 46.6 �♦♦ `. ti', a , 36.7 ' / MIN. LOT AREA 43,560 S.F. ` x 40 PVC. UNLESS OTHERWISE NOTED HEREIN. 770 GPD/ 0.74 GPD/SF. = 1040 S.F. MIN. p�'.♦ \ - E 5.5 / MIN. LOT FRONTAGE 20' ' \ '', ', �- \ `' S. IF UNSUITABLE l�TERIAL IS ENCOUNTERED BELOW THE TO' 8; ' 46.1 F 46.6 -- x,,a \\ S'e ` 35.a OF SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE 'C MIN. LOT WIDTH = 125' PROPOSED SYSTEMS qo r3 1 - = r , 1000 HOtIZOV', FOR A HOtIZ DISTANCE OF 5 SURROUNDING THE FRONT YARD - 30 SIDE & REAR YARD 15 12- FLOV DIFFUSORS �♦` ♦ \ �\ \\ R \ f?s F! WITH 2 STONE x 33, M LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 VITH 4 OF STONE ON SIDE & 4 OF STONE AT ENDS ♦ %4 3s, 3 36,a C8 RIM 37.01 t M CMR 15.255 TO THE TOP ELEVATION O' THE SAS. NOTE: BUILDING RESTRICTION AT EXHIBIT A SIDEVALL AREAr (56' + 102 x 2' DEPTH = 290 SF �� r 47.3 vim♦ ` i 1 / RECORDED AT BOOK 13,711 PAGE 240 ♦ i \ %' 1 t� / Y 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED BOTTOM AREA (56' x 161) = 896 SF ♦♦ 47.45 ��� \ , 3 TOTAL EFFECTIVE LEACHING AREA = 1176 SF _♦ °` 1 12 X ! ; m WHEN LESS THAN 3' OF COVER. PANEL NUMBER:q4,6, ;, \ / z 3. COMMUNITY INSURANCE RATE MAP DEFINESTHIS AREA AS ZONE C ♦` ` �� / Q 7. THE % �. ; l ,k 44•s I '0 % A \ / ti GRINDER DISSPOSALSTEM DESIGN DnEs NOT INc:LUDE GARBAGE THE AN AREA OF MINIMAL FLOODING. SEPTIC TANK SIZM 770 GPD x 200Y. = 1,540 GAL - USE 2000 GALLON TANK % Y©� 1;' it � `�' \�\ j S. = r ! - THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 47,6 y/ \ �d(V5.' / ! ; \ k o ,�T y x 36• -�, `'1'�n 1-888-DIG-SAFE) AND UTIUTY COMPANIES TD LOCATE ALL 4.)PRIMARY BENCHMARK DATUM: NGVD 1929 �g 4 s'S 1}1% i t r 1 .r" �% -/ PUN BOOK 533 PAGE 98 EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START PROJECT BENCHMARK: SEE PLAN ----_}- 1 ,r; ; / ,__-h__� 5,,� ,L` x 32.4 OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE rr,x(43,, ;4 �, f ; .3/ / /� . 33.5 e 45,954t SQ. FT. EXACT LOCATION, ) 1 r-. � ,1;r ; `, �, � ; �TP 1 :�`\, , s0+ 1.05f ACRES `BOTH HORIZONTALLY AND VERTICALLY, O' 5. t�'T1LTY.INFORMATION SHOWN HEREIN: -DESIGN SCHEDULE EVA11ON I / i +� 37.s x� \ \ 1 !;t t f ALL EXISTING UTILITIES BEFORE THE START O' ANY WORK. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 11 8Y1• THE LOCATION O" EXISTING UNDERGROUND UTILITIES ARE TO' OF FOUNDATION (HOUSE) 40.5 1 49.5111 \o I ,� \�\ SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED MUST BE VERIFIED IN FIELD BY THE CONTRACTOR AND OS `\ CONSTRUCTION. t 48.9 -- � �� � h TO THOSE SHOWN HEREON AND HAVE NOT KM APPROPRIATE UTILITY .COMPANIES PRIOR TO ANY GARAGE SLAB 39.5 t t - ` ��y INDEPENDENTLY VERIFIED BY THE OWNER OR ITS PERFORMED FOR THIS SITE. t--- �g a !7 t l Q. �, \ �\ t� ,\ i�t /' %� `�'�s 33.8 REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 6. A TITLE SEARCH HAS NOT BEEN ER SEVER INVERT AT HOUSE 36.2 --- X, , `, / // - ' `.. SEVER INVERT AT GARAGE 36.5 1 , \ 2 x 3A IVL 4 RESPONSIBLE FOR ANY AND AL.L-DAMIAGES WHICH MIGHT BE ,IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL t i \ '9 , i i r t i � _ •` � _ '- ' � Y 'OCCASIONED BY THE CONTRACTOR'S FAILURE:TO LOCATE THE E BE BY`OTHERS. - \- �Y 9 SEVER INVERT., PJ -_- .- _ _ _ _ _ _ _ EXACTLY.,IF' ELEVATION INF'ORMATIDN D _ i EV IN ER ONTO_SE IC_.TANK_�;. _ _ _ _ --_ _ _ Z UTILITIES EX TL .- 0 P F TOZ SHALL'NOTIFY THE / \ � FROM.PLAN INFORMATION THE CONTRACTOR CURRENT r � , , \, � 7. THE PROPERTY LINE INFORMATION SI�OWN IS BASED ON SEVER INVERT QUT [IF`SEPTIC TANK 317 t . ) r � b� ti , `, `,( \ '. � ; �.^� � `.,� � ?gf ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. UTILITY SEVER INVERT INTO DISTRIBUTION BOX 356 i r ! % T 1 ` ` � � \`X ,. ,� �.\ '^. x AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND � _�,�,• � r ��39.5 X�� ^\3g�_ ''.` \ 33�¢ +3 CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERT� CERTIFICATES. THE EXISTING FEATURES-SHOWN HEREON WERE SEVER INVERT OUT DISTRIBUTION BOX 35.4 50 ; ; 1 ' \ ',y \ \ , h ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE '`!, . s� \ \ \ ` �' 5.2 i OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED y rs0.b 1 p• CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS SEVER INVERT INTO S.A.S 35.0 t 50,2 � r� �� % \\ 0 _ �x f' Az� \� 39. \' \�. \ �► �A DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL BY BAXTER, NYE & HOLMGREN, INC. ON JULY 28, 2005 / �0,2 J r ` \ f • �� \� ` �� \\ A,r;�2 _ UNDERGROUND UTILITIES AS REQUIRED.i _ �_ BOTTOM OF SAS. T r ; r i 1 t, , ;� 4 a ,� s' ---___ � ,�., y PLAN REFERENCES: ' N0 GROUNDVATER OBSERVED TO ELEVATION 24.0 / I r 1 \ �. ��''.``� \� `\ x 33 PLAN BOOK 338 PAGE 31 ter- " . \ % 50, i �• , \ // wr S.B. $3.5 z \ �\ \ PLAN BOOK 130 PAGE 67 \ / - f t t i ��_. � - Qc r,x a19 --- _ _ ;\�\ \ FND.`' ` .fi PLAN BOOK 533 PAGE 98 51 x 44,6 - --- -- _ \,\\ �,,\ �� `\\` F,bj PLAN BOOK 492 PAGE 45 ti G PLAN BOOK 555 A `:, \ _ _ _ - _�`` h �: -_ - - -- �k ���`�\� /�, „ -- -- ii LAND COURT PLANS 19844A (Lot D) N sheet 1 5 51, 4■j, - - ��i� 4 X 42.2~ _ _ _ / 33.1 2.8 It KY, _� __ . /yam =---- a ` `` ���CCCtr f �/ 2 G \�'- \ �SPINOLE = 56.87 �� - �______ - -------------- Ott 74 -000 ---- ------------ ---- ---- _,,` \ ..,., �• ? � �O x�`4,'3,�'',�� ��� -\ ``\,r__-_-•--------.. ••�\ ,S G►StE4�' � /�,,.. , ,� DATUM: N60 19294 its Lt ! c \ ---�__5 _ \` '�.. \ or \` �, x 43.6 / �`7 X '�. `.��� '`'' `'\\ts Z 54,2�`, `,` '���. �` �' `\ \\\ \ �• (�'V 3. �C ``\\``\ ``� `^c'''FN.Gi ��� \`'\ '� �? I fe -w'C r0c,µna•.f_{n .K v�44,6 � Jyd �42,5 t \ :\ , 49,ix`` ` V _� -- - x 40.8�\ \ '.\ FND. C.B. ----- _---------- -_ _ ----- -- 53,6 ��'� \`\ ~\, `` ~'' / 4,4 �`- \\ \. �. 40 Quail Lane � � pp yJ FND .,\ ..,` �` x 44.4 / ?�t� X 44,2 ;a+4•.. /Z _ Y 49,7 ;a off, Hyannis Port, Massachsetts 44,3 \\` \'ti \ ` \� X 363 PREPARED FOR 44.8 __ _ \, X 4m.5 David Brunicardl ----_.-•_ ,\ ___.._ _--- �� 00 38,8 Septic stem Plan ^ 4 __- ` \�. 45. o 44,E `1 � M BAx'I'ER NYE ENGINEERING& SURVEYING O 5fi `� , - x 51811 57 ss z� `• sz ,, ``� � t w Registered Professional Engineers and Land Surveyors 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 \ 56' MANHOLE FRAME AND COVER TO GRADE (IF \, 55.2; `\ `� \\ `.\' �: ``; ' Phone- (508) 771-7502 Fax - (508) 771-7622 a 4.0' �' 4.0 UNDER PAVEMENT). OTHERWISE CONCRETE ~-`` \\ \\�\ \` - COVER AJUSTED TO 6" BELOW FINISHED X,54.2 ` , \ X150, 2" PEASTONE OR GRADE. �, \ 2.4 �� it 20 0 20 40 GEOTE)MLE FILTER FABRIC ;1 ;h 4s,o �► o c • , � SCALE IN FEET O • a O G C= O G G C cm O 3A • c 24 0 0 0 o c o o - 11<1 p 52.bs SCALE:1" = 20 DATE: 9/25 07 m EFfECTNE WASHED STONEICV DEPTH N !VIPk� REV. DATE: REMARKS W PLAN OF PRECAST FLOW DIFFUSORS CONCRETE FLOW DIFFUSOR DETAIL o (H N�0EMG) (H 20 LOADING) i NO SOADI DRAWW MAW 0 0 0: 2006 06-066 surve worksht 2006-066SP.dw N O 2006-066 0 N O � f