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0393 LAKESIDE DRIVE WEST
• • a , r t , t� • _ , ; A - „ n .n .:t' , : j' y • 4 : � - � ;' _ t .: �. n � .. L ,. �. H _ ' .. ;a p .• .. �, - i .yam, .� � � ,. �, _ .` � � ,. ... �. z .- ,,. r ,. � - � � .. � f h Town of Barnstable _ u. " ,� ". � � � � � Building Post This Card So;That�t irVisible From the Street'=Approved.Plans Must beRetamed on Job and this Card Must be Kepti snnaysrwece h° > Posted Unp Rnal Inspection HasrBeen Made .� �s, d i p - r � r �. ,6 . P .� � � � Permit WhereaCertificate of.Occupancy is RegFured;such Bu"ildng shallNot be'Oc until a,F final Inspectio-n;has� adze Permit No. B-16-676 Applicant Name: TIMOTHY O'HARA Map/Lot: 232-021 Date Issued: 04/22/2016 Current Use: Zoning District: RD-1 Permit Type: Addition/Alteration-Residential Expiration Date: 10/22/2016 Contractor.Name: TIMOTHY O'HARA Location: 393LAKESIDE DRIVE WEST,CENTERVILLE Est Project Cost: $ 160,000.00 Contractor License: 136590 Owner on Record: CHENG, PETER H&SHANG YEE Permit Fee $866.00 Address: 393 LAKESIDE DRIVE WESTFee Paid:* $866.00 t" CENTERVILLE, MA 02632 - j.vM� Date. � �4/22/2016 Description: New attached 22x26 2 story addition/(garagelst leve)I,2nd floor(bed bath) remove pocket doors and create 5'foot n cased opening in existing bedroom/office,upgrade existing home smoke/co,Install 12 slider Project Review Reci : Must follow conditions issued by Conservation Commission x , Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application.and the approved construction`documents't' which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fo�,public mspection for the entire duration of the work until the completion of the same. F The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ' 1.Foundation or Footing 2.Sheathing Inspection r � 3.All Fireplaces must be inspected at the throat level before firest fluelining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation II # � �"' "- ':'",��•�" 7.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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C 32, Parcel 021 , Application.# VV Health Division �U Date Issued Z2 UL Conservation Division N� SEAT Application Fee Planning Dept. kAk 22 2016 Permit Fee -Date Definitive Plan Approved by Planning Board T OVVN OF 0.,-. Historic - OKH _ Preservation / Hyannis Project Street Address Village ''t/ Ma Owner T6tiC A J Address Telephone o�I Permit Request o �u.�; if��>✓U a el O'kk 6& v4,4 14 v Vt e,S V4d kJ to Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati fG 6 6 06 Construction Type�'�UP— Lot Size Grandfathered: ❑Yes Z!-N t�r If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 2 V Historic House: ❑Yes Z Ko On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl alkout ❑Other Basement Finished Area (sq.ft.) _J7?,� Basement Unfinished Area(sq.ft)� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: of existing L new Total Room Count (not including baths): existing c�� new First Floor Room Count Heat Type and Fuel: 2,6'as ❑ Oil ❑ Electric A❑ Other Central Air: , es ❑ No Fireplaces: Existing�New Existing wood/coal stove: ❑Yes U Pdo Detached garage: ❑ existing ❑ new size_Poole❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ®existing U-6ew size GShed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Telephone Number (� 7 Q ��"Name rtkyd (4g" Address,D 1---Jer6°o 4y— ! UL License # Home Improvement Contractor# .zz q 0 Email ailyk't-, y�L 00? Aof ° Q Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r „ SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE F OWNER • i DATE OF INSPECTION: FOUNDATION "522 L FRAME PW G�13 0(Q QL Ok (11,541 IA INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 'iH E - Town. of Barnstable OF T Regulatory Services M � W'RNs'rADLL, Thomas F. Geiler,Director quo Building Division Tom Perry,Building Commissioner '200 Main Street,Hyannis, MA 02601 wnww,town.barnstable.ma.us Office: S08-862-4038 Fax: 508-790 Property Owner mlist Complete and Sign This Section. If Using A Builder L , as.Owner of the subject property hereby authorize -to act on n:� behalf, �G7`✓ �h�w y in all matters relative to work authorized by this building permit application for: (Address of job) Signa Co er ate,. Print Name if Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services Thomas F. Geiler,Director 16.9. Building Division ATf0 '� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print ' DATE: JOB LOCATION: village number street "HOMEOWNER': hone# name _ home phone# workp CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109,1,1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-fanuly dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION. The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1 o9.1.1 -Licensing of ccnstruetion Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner-Wires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Superviso-is ultimately responsible. . o To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hrlshe understands the responsibilities of a Supervisor, On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Zt'llewlMl Office of Consumer :!affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 13659.0 Type: Individual Expiration: 8/5/2016 Tr# 257707 TIMOTHY O'HARA - TIMOTHY O'HARA - 37 WORCESTER LN. HYANNIS, MA 02601 Update Address and return card.Mark reason for change. Address Renewal Employment. .Lost Can SCA 1 0. 20M-05H 1 `l��-T('(.'/7!%/f.LdGfC%CCI���P�✓��CfusClC�Cf38�f' . License or registration valid for individul use only C-�._Office of Consumer Affairs&Business Regulation=70- before the expiration date. If found return to I -MOME IMPROVEMENT CONTRACTOR Office of Consumer:Affairs and Business Regulation eegistration: 136590 Type: 10 park Plaza-Suite 5170 xpiration 815%2016 Individual Boston,MA 02116 TIMOTHY O'HARA TIMOTHY O'HARA 37 WORECSTER LN. a � HYANNIS,MA 02601 lindec ' a secretary , lid witho signature • - Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-076694 _. 4r, Construction Supervisor TIMOTHY OHARA. 37 WORCESTERrL p M HYANNIS MA 02601 : r 'A CA Expiration: Commissioner 10/2112017 17le Colrzr 107rrvt?alth of-Massachusetts .;. D f mezr4 of1'rr&rsfriatAGciderttr r=-- Offike �xt►!esfi ,Qiie►ns {t .600 Washington j reet ,. y Basim,-414 0211 . y unin-.mass gaQldin Workers' Cnlmpensaffan.Insurance Affidavit:BmlderslCentracturs+'EiectririanslPhlmbers Applirant Inf6r anon Please,Psinf Le xI Name�$r��;,T����rganizatianlfnr�idnai} - Address: IWO city/S�i lz1 F Are you an empiGyM Check the appropriate box: Type of project(required}: F I.❑ I a,m a employer with. 11 4 ❑I am a general contractor and I employees(hall atidfor part-time)-* have hired the subcontractors 6- ❑New construction 2. a sole pro ie#or orpariner Iisted on.the attached sheet 7: ❑Remodeling ship and have no employees, These mb-c=tractors have 8_ ❑Demolition • . , w Q forme in an ct�r: employees and.have wodcers' q Buildin addition r3rrn. Y m-an � comp_iasura 1-1 ❑ � [No workers'camp_istsuEance ; , . required I - S. ❑ We are a corporation and its 10❑Electrical repairs or additions officers have e�ressed their., 3.❑ I.am.a hameou�er doing a1Z v�orle ,• 11-❑Plutnlirngrepairs of additionsnayself[No workers'camp- fight of exemption per MGL 12.❑ irs Roafrega am=e required]i c:152,§1(4k and we have no employees [No workers' other employees- ., comsp_insurance required_) 4AuyW6csnt that checksbox91mut aka fillcutthe section beLowshnwingtheuwo1Rezecampensationpalkyiafo�= Home mere who submit dux affidavrz imfczting they ate domg all wa l=4 du2n I&e outside cont i ctors mnA submit anew affidavit imd]Fxting.sud IGbnttx-MrsYhat chwk iWi box must attached!=sdditiansl she a shawfngthe aweof the sub-camUzctos and state whedher arnottbnse eati$eshat e employees I€the suBtaatactorsIMveempleyees,theymmstpmuidethdr-orkers' a romp•p rmy cumber_ I am an Pntplo}�rr flttrtisprmztii►rg workers'cantpertsrrfiort i irance;�ar rrc}*�rrpToy�ees Holoty is fhepaticy lmd j6b site ia�'ormrrfr'an - Insuraace CompaiayName: 'Policy,or Self-ins.Lic_ ExpirationDate= -.. Job Sife AAdr s city/Statelzip: . . Attach a copy of the:worl-ers'compensatioapolicy declaration page(showing the policy number and expiration date). Failrue to secure coverage as required.uuder Section 25A of MGL c_�152 can lead to-the imipositim of criminal penalties of a - fine up to$1,500:UU andfor one yearimp isonmewd as well as civil penalties im the form of a STOP WORK ORDERand a fine of up to$250.00 a day a�ggaimst fhe-violator_ Be adldsed thhat a copy ofthis statement maybe fnrwarded fo the Office of Imvestrgaffons ofthe DIAL far insurance coverage verificatisrm I d'a her.Rby cctafifi�rzarder tlza pr�rs aatd rates afperjur}�fTrat fPie iaf arirutffora prm rFed abm a ss b-u--and carrect Simature: Date: v1 w �D t . Phone 7- [�7 OfjfcfaI use ctKy. Da nit write M th&area,is be crrrnpfeted by city artoitw a ffrciat C'ily or To.mm: PermitlLicense;9 IssuingAmiffiarity(circle one): L Board of Health 3.Building Department 3.Cityfrown.Clerk 4.Electrical Inspector Sr.Plumbing Inspector 6.Other Contact Person: Phone P: Information and Mstrnctions n..':; Massachusetts General Laws chapter 152 reg¢ires all employers to provide workers'compensation for their employees. p �this stye,an employee is defined as."_.every person in the service of another under any contract of hire, empress or inxplied,oral or wrif mrC arm associaticsn,corporation or other Iegal ey,or any two or more An ernploy�is defined as"an individual,p �� of the foregoing engaged in a Joint mtp_ rise,and including the legal Fepres"`rb ves of a deceased employer,or the receiver or trustee of an individnaL parinesship,association or other legal entity,emploYing employers- However the owner of a dwelling house having not more than tbrre apartments and who resides therein,ar the occupant of the - dweIling house of another who employs pecans to do mainte:nance,construction or repair work on such dwelling house: or on the groimds or building agpta alrtthereto shonotbecanse of such employment be deeme:dto be an employer." MGL chapter 152,§25g6)also states that er"evy state or local licensing agency shall withhold$ie issuance or renewal of a license or permit to operate a business or to construct buildings m the commonwealth for ray aPPhcantwho has notproduced acceptable evidence of compliance with the irrcnrance.coveragerequired." Additionally,MC=L chaptr_r 152,§25C(7)stairs"Neithrx the commonwealth nor�of its political subdivisions shalt ester into any contract for the performance ofpubli c wine imbl acceptable evidence.of compliance with the iu uranc&. eats of this c ter have Tieen presented to the contracting anfh o iLyf req�rem �P , A-PPIicauls ' Phase till out the worker'compensation affidavit completely,by checking ifle boxes that apply to your sitaaiion.and,'if neeess supply sub-contracto s nam s , address es and one numb s all witT,their certificates)of azY� '�P Y �) e{) ( ) ) with no to ees other than the Liab ' Partne - s ) emP Y ;nsruance. Linlrted Liability Companies(LLC)or Lkitf rahrp members or partners,are not regTmed t_n carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this a$daYrt maybe submi'tb-;d to the Department of Industrial Accidents for co�ma tioa of insurance coverage. Also be sure to sign and dafe+he affidavit The affidavit should be returned to the city or town that the application for the penait or Icense is being requested,not the Department of Should you have stions regarding the law or if you are required to obtain a workers' n , 'Accidents. Y �Y qu-e I_d�1 compmsationpolicy,pleasecaIltheDepatamtatthenumberlistedbeIow. Self-ins compa iesshouldenttrtheir self ins.[ ce license number on the appropriate line. City or Town Officials Please be sore that the affidavit is complete and priffted legibly. The Department has provided a space at the bottom ofthc affidavit for you to fill out in the event t3ie office ofInvestigations has to contact youregarding the applicant. Please b e sine to fill in the permit/license numberw which M be used as a reference nbea. In addition,an aPP ant that must subm m it ultiple peralMiceose aPplications in any even year,need only submit one affidavit indicating current policy in,�r�aation.(if necessary)and under"lob Site A dclsess"tf e applicant should write:"all locations in ( Y or town)-"A copy of the-affidavit that has been officially stamped or marked by the city or to. may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses Anew affidavit must be filled out each M year,'¢here a home owner Or citizen is obtaining a lie se or p=mit not relafedto any business or commercial ventiro a dog license or peonit to bum leaves etc.)said person is NOT requtiled to complete this affidavit The Office of ffivestigafions would Ifim to III you in advance for your coope ion and should you have any questions. please do not hesitate to give us a call. The Depart amf S a ddrmc,telephone and fax rmmb= . T]�e�a eaYiir of Jgassachusttt� ' Degaitcamt of Iadnstael Aoeident f�7tce 4f�i�e�fig�fio� . �Q4��shingtan. t Baton..MA f1�111 Tf,-1.4 617 727-49OG cxt 4-06 Qr 1-&` 7-MAS B Fax#617 727-7749 Revised 424-07 MIMgWIdza centervllle, ���G /� cT AVG l MA Vvt-QUAQULr Lot (p Got Pond) MITIGATION-CALCULATION TABLE W�et L�side PROPOSED HARMS IN 050 BUFFER- 9m —ram KAM R I09.P. lyr7� p DnwWe< R ADDRON +2W9.P. I FnaFo9m IN Sa IW WPFM LOCUS FPDPOB[O ADoMm 2703Y. KAMR RPQ +109.: TOTAL NOT TO SCALE CONSERVATION NOTES: HAR05CAM IORMWAn TO Be RMAOVW IN asa BVFFM / / U\P / A5L7 itNa 9WB[eoNSRm oL:i LAND COURT PLAN 20239-C s619.f. P10DMCL"TOr AxR EPRJCRO TH[ M CERTIFICATE# 171320 TOTAL LOT 6 ASSESSORS'MAP 292 FARCE-21 HARDWAM MRA AV)TO BE FnN IN 90-1 Oa MIPP I AM ROOF RUN OR PROM ONODNG SMALL B[CO'uNm. BYGURlR9.DOVIN9NIlt5 S ',� Area=0.92 Acirs AVD pCN9)90R9TON[li®Ia1B UNOat GRIP UN®. �I TOTAL M7S.F. / / \/ \( /\ sJOOM7ALT'ORBURDEKANvaRNMM9HNIR[VILWn1EOROBR OFcor;DlLwrsPRIOR LEGEND _J TO AND CURING 0DS —MCr0N. —EM M05TING CONTOUR �► ,¢' 0 ,6 —42 PROPOSED CONTOUR PROFS erMNGe IN HOROSCOPE Ix oga BUPKW A 3R f O p 3 — INSTING SPOT GRADE 27o 9.r. (/� f'RO I l 26a PROPOSED SPOT GRADE OM_ APPRWATER SR INE _ OVEWHEAD f(ILIY SERVICE —D— UNDERGROUND SER VCE l K-kdTo R— D— APPROX.GAS 5EVCFUNe 2509.F. 6 TEST HOLE/BORING LOCATON OWING ST IC TANK TOTALG7x DDISR 5UTION BOX fn�/ srs SOIL ABSORPTION 5Y5TEM BENCHMARK: l a ®® ny RESERVED F R FUTURE Tap d PR Nd m Pw�mR. py /- / ER CATCH D 51N 8-99.9.(19w NAVD) �\ J� L, ,cn, ROP MOItIC FIRE HYDRANT Weu loDeaNv - - �i - /. Irla O DRAINAGE MANHOLE N s ! ®�D • CONCRETE BOUND,POUND W I2' PLAN/ —F— . TOP OF BANK AFFF0X LOCATION SCALY I• Rcy —•—•— LIMIT OF WORK All f2IBWIs)BUO-snlNe FENCF % EDGE OF CLEARING X.-0R9TIN0 GPRD[rP AIRA TO B[REMOVLO 9 /� / BM WA IT.Revn) WETLAND FLAG,SET FIID ARPATD B[U9®FOR BWT 9TONP(,[ / rFIe KEY 8 W e 12'BEECH TREE TOO eager pp M.+ `P>9;t� a'L� 4112' I2'BEECH TREE PROPOSED RED MAPLE(3)TOTAL tmUan d �qgb ArButt dK � R. —d M911RU8 Iola. , r 96 .......... ............I .................1 ................ :..: I ....L.. I I rna � s APPROR.IDfATION G i dM (01' o 94 ..,.. ...,,,... ................. ........,... ............,.,. 94 E � Q j BasnxGnwnNC D'oac j re9edwdm,d EXISTING DOCK PLAN VIEW Twd HORIZONTAL SCALE 1-101 32 ..... I .. ......� ......-.I ......._ ... 92 REVISED l2-I-15:ADDITION FOOTPRINT CHANGED I ,...j I ....... P�aiiN I REVISED I I-5-15:CHANGES MADE PER PRIOR ENFORCEMENT ORDER j Peter Cheng g0L.._ ......_ ... ....,......I...... ..,,......._.. ............._. ....:..... 30 393 Lake Side Dme West,Cents llc.MA PROP05ED 51TE PLAN I \ a-sz.axwATBLlevawFamoN92rs 393 Lake 51de Drive West,Centennlle,MA I 2+i o+. L _0 28 J.M. O'REnaY&Assoc[ns,INC. 00 05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 _ fed LTREF wwx Beed— EXISTI NG DOCK PROFILE o zo ao 6o DY78 rm ec.d-ea+m e. HORIZONTAL SCALE V-S' PA B twa SCALE I°-20 (9ml� I �t °®OO o9eat (aae)me-eeoe re. N VERTICAL SCALY I•=2' - G. 2FROPo9a»rtHI2-I-15) 10/I3/I5 Ae Notrd KYP/JFM KEF JMO-8042 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel: G Application # �� Health Division ° .Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board DILIL c till Historic - OKH _ Preservation / Hyannis OCT 1 9 REC'D 11 Project Street Address �� ' Village -A r4i fl-e /Z Owner ��7�i� OJT/ Address' 3 9S �/✓,�'�:�J/-�C- �/� f✓�SI Telephone 'r Permit Request �J/ Al GV1QLL i_rC1,1El1/ L/41e1,y6,eb.6 a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation eo Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 4No On Old King's Highway: ❑Yes *No Basement Type: ki Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: a Gas ❑ Oil ❑ Electric ❑ Other Central Air: O'Yes ❑ No Fireplaces: Existing J New Existing wood/coal stove: ❑Yes Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ' �C Address VD maw 2e3 License .S X,4101,o11 / d � Home Improvement'Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ZdZff L%10 VTa TeWNr�� SIGNATURE DATE FOR OFFICIAL USE ONLY " APPLICATION# - DATE ISSUED �:� _lti" D,A`f ' MAP/PARCEL NO:.,.. I2 , ADDRESS . VILLAGE OWNER F r 't DATE OF INSPECTION: ` Q;FOUNDATION•:�- _ Y C FRAME�fRi�'l�Ir�°Btd;tof K 3 "INSULATION. ^`1 Y '- t FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL t ZAS'. :ROUGH Ai FINAL rz.FINAL BUE ILDINWtfisi 1 Cj ;DATE C LOSE D;OUT., - ,�1__ ... ., ASSOCIATION PLAN NO. } ? _ I r The Commonwealth of Massachusetts . Department oflndustrial;4ccidents off,Ce.of III vestigations 600 Washington Street t Boston, MA 02111 �yy wwrh.mass:gov/dia r Workers' Compensation Insurance Affidavit: •Builders/Contractors/EIectricians/Plumbers Applicant Information - Please Print Le ibl. /C y Name (Business/Organizationllndividual): Address: �D ISOX � City/Statdzip: d �.�G Phone # re you an employer?•Check the appropriate box: [3.0 f project (required): 1 ham a employer with 4• I am a general contractor and Iew construction emp1oyeesl'(fufl and/or part-tirime).* have'hired the sub-contractors„ ____. _....._ . _ I am.a sole proprietor.or partner- listed on the attached sheet. emodeling ship and have no employees. These sub-contractors have emolition employees and have workers' working for me in any capacity. uilding addition [No workers' comp: insurance comp.insurance.) required.) 5, D We area corporation and its . lectrical repairs or additions 3. 0 I am a homeowner doing all work officers havc exercised their umbing repairs or additions myself. [No w'orkers''comp. right of exemption per MGL of repairs insurance required.]`t c, 152, §I(4), and we have no ".. employees. [No workers' ther comp. insurance required:) 'Any applicant that checks box#1 must also fill out the section below showing their workcrs'compensation policy information: t Homcowncrs who submit this affidavit indicating they arc doing all work and lhcn,hirr ou.tsidc contractors must submit a new zffdavil indicating such. tContraetors that check this box must attached an additional sheet showing the name of the sub-contractors and stale whether or not those entities havc cmployccs. If the sub-contractors havc cmployccs;they must provide their workcrs'comp.policy number. I am an employer that is providing workers'compensation insurance formy employees.. is,the policy and job site information �- Insurance Company Nam. e: Policy# or Self--ins.Lic, #: �� . 3 /S- 0�(0 .-p -� Expiration Date: Job.Site Address: City/State/Zip:��'/�1TrtEOZ6�Z- Att2ch acopy of the workers ''compensation policy declaration page (showing the policy'Dumber and expiration date). Fa t to "secure coverag as req e uire-d under Section 25A of MDL 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 vent cation. hdo hereby cer trnd lain s nd penalties ofp:erjtcry that the iiformation provided above is true and correct. Signature: _a Phone # �' Offrcial use only. Do not write-in this area;to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Information and. fnstructions Massachusetts General Laws chapter 152 requires all employers to provide workcrs' compcnsalicn for their crnp):uyces, Pursuant to this statute, an einployee is dcfincd as "...every person in the si rvicc of another under any contract of hire, express or implied, oral or wriltcn." y or any Iwo or more An ejnployer is dcfincd as "an individual, partnership, associalion, corporafion or other lcg al critic er h of the forego Log co gaged in a joint cnletprise, and including the legal representatives of a deceased employer, or e or r the receiver or trustee of ao individual, partnership, associaliob or other legal entity, employing employees. H a Ihrec apartments and who resides (herein, or the occupant of the e a in not more than p e cr of a dwelling hour h v g eJ)in house own _ g dwelling house of another who employs persons_lo do mainfcnancc, construction or repair work on such dw g or on the grounds or building appuricnaol thereto shall not because of such cmploymcni be deemed to be an cmploycr.' y MGL chapler or PJ2, §25C(6)also staLcs that "every state or local licensing agency shall withhold the issuance renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant�yho has not produced acceptable evidence of compliance with the insurance coverage requil'ed." Additionally MGL chapter 152, §25C(7) states "Neither the commonwealth nor any ofits political subdivisions shall cntci'into any contract for thepci-fich lance ofpublic-.Work until acceplable evidence ofcompliancc with the ins uuancc requirements of this chapter have been presenced to the contractin dD authority.' , ApplicanLs �ation and, if Please fill out.tbe f workers' compensation adavit completely, by checking the boxes that apply to your sih necessary, supply sub-coniraetor(s) narne(s), address(es)and phone numbers)along with their cerlificate(s) of m' nies (LLC)or Lim] Liability Partnerships(LLP) with no employees other th insurance, an the Li led Liability Compa members or partners, are not required to carry workers' compensation insurance. if an LLC or LLP dots have employees a policy is required. Be advised that this affidavil may be submitted to the DcparLmcni of Industrial Accidents for confirmation ofinsurancc coverage. Also be sure to sign and I date th•e affidavit. Theaffidevit should be returned to the city or lows Lhat•the application for thcpcnnit orlicense is beingrequestcd,not 1heDepamcnl of lndustriaJ Accidents. Should-you have any questions regarding the Jaw or i.fyou are required to obtai rt n e,workers' compensation policy, please call the Department at the number lisicd beloyl, Self-insitred companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete andprinted legibly, T•bc Deparlmcnl has provided a space�I Lbe bottom of the affdavil for you to 1111) out in the event the Office oflnvestigations bas to contact you regarding the applicant. Please be sure to fill in the permiL/li m ccnse nuber which will be uscd'as a•reference number. Ln addition an applicant ent that must submit multiple permit/license applications in any given year, need only submit one afLdavii indicating (city or policy information(if necessary)and under"Job Site Address" the ap by the city or town may plicanlshouJd'write "all ]oc�tben p rovided to the town),"'A copy of the affidavit tbat has been officially stamped or(narked applicant as proof(hat a valid affidavit is on file for fulure permits or licenses. A new affidavi 11nust be filled nti t each year. Where a home owner or citizen is obtaining a license orpermil not related to any businessor commercial Yenlurc (i,c. a dog license of permit to burn leaves etc,) said person is NOT required to comp]cte this a$fdavit. �r�t;nn�ndshou➢dyouhaycany questions, Tbc Office of lnvesligalions wou i e o �nkyoo-�adv� °r jO -r- plcase do not hesilale to give us a.call. The Department's address, telephone and fax number: Tbe.Cornmonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 6l 7-727-4900 exl 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.tnass.gov/dia f DATE(MM/DD/YYYY) A`O�RO CERTIFICATE OF LIABILITY INSURANCE 2/19/2010 OF F�WEST HWOOD ESHBAUGH INSURANCE AGENCY IIIIS ONLYCANDFICONFERSSNOE RIGHTS MUPONRTIiE INFORMATION CERTIFICATE AIN STREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR AIN, MA STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NAIC# INSURERS AFFORDING COVERAGE — INSURER A: LibertyMutual Grou — ARD COONEY I— INFINITE SOLUTIONS CONSTRUCTION IINSURERS: REMODELING HERRY LANE INSURERD: T YARMOUTH MA 02673 COVERAGES NOT CONDITION OF ANY CONTRACT OR OTHER DOCUMEN DOCUMENT TO AL L THEECT OTERMS CERTIFICATE CONDITIONS OF SDUOCH ISSU THE POLICIES OF INSURANCE LISTEDDBELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE WHICH THIS POLICY PERIOD INDICATED.MAY BEHSTAND ANY REQUIREMENT,TERM OR CON POLICIES MAY OLIC RTAGGREGINS LIMITS M TS SHOWN MAY HAVE BEEN RCE AFFORDED BY THE I EDUCED BY PAID CRLAIMSS LIMITS _ -------- POLICY EFFECTIVE POLICY EXPIRATION _ DD D TE M DD INSR DD'LI POLICY NUMBER DA E EACH OCCURRENCE $ L7TYPE OE III DAMAGE TO RENTED g GENERAL LIABILITY -PREMISS'Ea OCG'�'(znJT----- CO.".V.ERGIP,I G EN,EPAL LIABILI?Y MED EXP(Any one Person) 5 .__ CLAIMS MADE L�OCCUR PERSONAL&ADV INJURY S - GENERAL AGGREGATE_ $ PRODUCTS-COMPIOP AGG $ I GEN L AGGREGATE LIMIT APPLIES PER: I'— PRO- LOC POLICY COMBINED SINGLE LIMIT I$ AUTOMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY I ALL OWNED AUTOS (Per person) r SCHEDULED AUTOS - BODILY INJURY $ HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ Per accident) AUTO ONLY-EA ACCIDENT GARAGE LIABILITY EA ACC $ — OTHER THAN ANY AUTO AUTO ONLY: AGG S EACH OCCURRENCE $ EXCESS I UMBRELLA LIABILITY AGGREGATE $ - - OCCUR 0 CLAIMS MADE - $' S DEDUCTIBLE $ RETENTION $ - 313/20 WC STATU- OTH- A WORKERS COMPENSATION — 313/2010 11 ,/ Y — WC1-31S-350886-020 E.L.EACH ACCIDENT $ 100000 AND EMPLOYERS'LIABILITY Y I N __ 100000 Y E.I.:RISE.,ngF.EA EPAPLOYEE x 500000 ANY PROPRIETOR/PARTNER/EXECUTIVE� � —_ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-POLICY LIMIT $ If yes,describe under SPECIAL PROVISIONS below OTHER I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS - THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR RICHARD COONEY Workers Compensation Insurance:Part One of the policy applies only to the Workers'Compensation Laws of the State of MA. CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN HOME DEPOT USA INC NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL C/O CHOICEPOINT IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 3075 E IMPERIAL HIGHWAY SUITE 100 REPRESENTATIVES. BREA CA 92827 AUTHORIZED REPRESENTATIVE Id-AL Jeff Eldridge .1 ; ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/01) CERT NO.: 6882184 CLIENT CODE: 1262153 Anne Chandler 2/19/2010 8:10:OS AN Page i of 1 r , Tow" of Barn-stable j Regulatory Services Thomas F. Geiler,Director A. Building Division Tom Perry,°Building Commissioner 200 Main Street Hyaaais, MA 02601 www:Eown.barnstabie.ma.us I Oi ice: 508-862-4038 Fax: 508-790-6230 Property Owner Mus Complete and Sign.This Sectio If Uszn.g A Builder as Owner of the subject property hereb authorize Y to act orn my behalf is all matters relative to work authorized. by t6isL.6uilding permit application for, (Addz--Ss of Job) Signature of Owner D e C Print Name If Property Owner is applying forper nitpl'easercomplete.the .Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSIOH Town of Barnstable of rl r o Regulatory Services s.,ttvrsr.�sc.>=. Thomas F, Geiler, Director �P � k,� BaUdilig Division rED Tom Perry, B uilding Commissioner 200.Maid..Slreet,.;Hyannis, MA.02601 wvnv.to ern-b arnstab le-ma.us Office: 508-862-403 8 Fax: 508-790-6230 EfOA�OWNER LICENSE EXEMPTION Plcast Print 1 , DATE- JOB LOCATION: number street vi)l agc "HOMEOWNER", name home,phone# work phone,# CURRENT MAILING ADDRESS: city/town rtatr ap code, The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a licenscaprovided`that the owner acts as supervisor_ - -- ' -, DEFThMON OF BOMSOTiT'ER •r.�e„ Persons) who owns a parcel of land on which he/she' csides;or intends_to`reside, on which thcre'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 constrgcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Ofbcial on a form acceptable to the Building Official, that he/she shall be responsible for all such work performcd under the building permit. (Section I09.1.2) The undersigned•"h II]Lb4SWIlLr"'assumes"responsibility for'corapliance with the State'`Buildt g Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner" certifies that,heAhc understands the Town of Barnstable Building Department minimum.inspection procedures and requirements and that he/sbc will comply with said procedures and requirements. Signatimr of Homeowner Approval of B u i ld in g Ofi ci al Note,: Three-family dwellings containing 35,000 cubic feet or larger will be rcquired-to coriiply" ith the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION „ .The Code states that "Any horneOwncr perfotrning work for which a building pemvt is required shall be cxernpl from the provisions of this sec6on,(Seetion log.).) -Licensing of construction Supervisors);provided that if the homeozyner mgagcs a po-son(s)far him to do such work, that such BoMrowncr shall act as supervisor." Many homeowners who use this crcrnptian an unaware,that they arc assuming t)tc respon.sfbilitics of a supervisor(sec Appendix Q, Rulcs&Regulation for Licensing Construction Supervisorr,Scction 2.15) This lack of awarcncss often resu)rs in serious problcrm,particularly when the homeowner hires un)icaucd persons- In this case,our Board cannof procccd against the unlicensed person as it Would with e licensed Supervisor. Tbc homeowner acting es Supervisor is ultimately responstblc. To ensure that the homeowner is fully aware of hislher res ons-ib0i6cs, many communities require, as part of the permit appbcation., that the homeowner certify that hrJahe understands the responsibilities of a Supervisor. On the)ast page of this issue is a farm cumrnt)y used by scvctal towns. You may cart i amend and adopt such a fornr/ccrtificztion for use in your community. Q:forms:homtcx crap t VDAC Lib e r ISSUING OFFICE 181 MUtlla,- Workers Compensation and INFORMATION PAGE Employers Liability Policy ACCOUNT NO. SUB ACCT NO. Liberty Mutual Insurance Group/Boston 1-350886 0000 LIBERTY MUTUAL INSURANCE CO 1.%28 POLICY NO. TD/CD SALES OFFICE CODE SALES CODE N/R 1ST WCI-31S-350886-020 XX X WESTON 102 REPRESENTATIVE 3000 2 YEAR ASSIGNED 2004 Item 1.Name of RICHARD COONEY DBA INFINITE SOLUTIONS Insured CONSTRUCTION AND REMODELING FEIN 32-6701740 Address 19 CHERRY LANE RISK ID 173067 WEST YARMOUTH,MA 02673 Status 01 - INDIVIDUAL Other workplaces not shown above: SEE ITEM 4 Mo.Day Year Mo.Day Year Item 2.Policy Period: From 03-03-2010 to 03-03-2011 12:01 AM standard time at the address of the insured as stated herein. Item 3. Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident 100,000 each accident Bodily Injury by Disease 500,000 policy limit Bodily Injury by Disease 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states,if any,listed here: SEE END WC 20 03 06A D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE Item 4. Premium- The premium for this policy will be determined by our Manuals of Rules Classifications Rates and Rating Plans. All information required below is subject to verification and change by audit. Pre miumBasis Rates LINE110 Per$100 Estimated Code Estimated of RE- Annual Classifications No. Total Annual Premiums muneration Premiums SEE EXTENSION OF INFORMATION PAGE Minimum Premium $ 500 (,MA ) Total Estimated Annual Premium $ 500 Interim adjustment of premium shall be made: . ANNUAL This policy,including all endorsements issued therewith,is hereby countersigned by AuthofizedRepresentative Date 03-09-10 Loc,Code Term. Oper. Audit Basis Periodic Payment Rating Basis Pol.H.G. Home State Dividend RENEWAL OF: 03-09-10 NR MA WCI-31S-350886-029 GPO 4030 R1 Copyright 1987 National Council on Compensation Insurance WC 00 00 01 A Insured Copy Board of Building Regulations and Standards r Construction Supervisor License License: CS 81947 Restricted.to: 00 RICHARD T COONEY � a r 19 CHERRY LN W YARMOUTH, MA 02673' Expiration: 8/2/2011 Commissioner Tr#: 1951 , 1 s ✓fie "CDan�n��zcu �._._-- -_,__..___-..,-_ Office of Consumer Affairs&Business Regulation License or registration valid for mdividul use only ! "HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration` 134681' Office of Consumer Affairs and Business Regulation Expiration lug 'V1/2/2t}12 . Tr# 291626 10 Park Plaza-Suite 5170 YP , ��Indi "r- �, ,. Bost �^ir �/dual on,MA 02116 INFINITE SOLUTfONS`RE'MODELING RICHARD COONY', t # , E - t; E l. 19 . a Cherry Lane West Yarmouth MA 0267 --3y: Undersecretary k. Not vali sipznature i I io w ATTIC BEAM by Weyerhaeuser - 2 PCs of 1 3/4"-x 16" 1.9E Microllam@ LVL TJ-Beam®6.36 Serial Number. - - - - User:1 9/16/2010 3:15:36 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 ❑ a 17-6„ Product Uiagran'i is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(pso:30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead -Location Application Comment Uniform(plf) Floor(1.00) 27.0 14.0 0 To 17'6" Replaces Point(lbs) Floor(1.00) 1540 770 11' - Point(lbs) Floor(.1.00) 2090 1045 5'6" - Point(lbs) Floor(1.00) 2090 1045 16 6 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 2347/13137 0/3660 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL , 2 Wood column 3.50" 2.25" 3846/2063/0/5909 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -6899 -4347 10640 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19069 19069 31114 Passed(61%) MID Span 1 under Floor loading Live Load Def!(in) 0.322 0.429 Passed(U639) MID Span 1 under Floor loading Total Load Defl(in) 0.499 0.858 Passed(U413) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480;TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment-and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: RICK COONEY BILL RUBEL PETER CHAN JOB MID-CAPE HOME CENTERS 393 LAKESIDE DRIVE WEST 465 RT 134 CENTERVILLE MA PO BOX 1418 SO. DENNIS, MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright © 2009 by iLevel®, Federal Way, WA. - Microllam® is a registered trademark of iLevel®. o < ATTIC BEAM by Weyerhaeuser 2 PCs of 1 3/4" x 16" 1.9E Microllam® LVL_- . TJ-Beam®6.36 Serial Number user:1 9/16/2010 3:15:36 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN. Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED _ a 6- -_ 17'6 Product Diagram is Concelrtual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:.1'4" Primary Load Group-'Residential-Sleeping Areas(pso:30.0 Live at 100%duration, Dead Vertical Loads: Type . Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 27.0 14.0 0 To 17'6" Replaces Point(lbs) Floor(1.00) 1540 .770 11' - Point(lbs) Floor(1.00) 2090 1045 5'6" Point(lbs) Floor(1.00) 2090 1045 16'6" _ SUPPORTS: - Input Bearing Vertical Reactions(Ibs), Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 2347/1313/0/3660 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Wood column 3.50" 2.25" 3846/2063/0/5909 L1:_Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL -See iLevel®Specifiers/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location,. Shear{Ibs) -5899 4347 10640 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19069 19069 31114 Passed(61%) MID Span 1`under Floor loading Live Load Defl(in) 0.322 0.429 Passed(U639) MID Span 1 under Floor loading. Total Load Defl(in) 0.499 0.858 Passed(U413) MID.Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required-to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC,analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifiers/Builder's Guide for multiple ply connection: PROJECT INFORMATION: OPERATOR INFORMATION: RICK COONEY BILL RUBEL PETER CHAN JOB MID-CAPE HOME.CENTERS 393 LAKESIDE DRIVE WEST 465 RT,1.34 CENTERVILLE MA PO BOX 1418 SO.DENNIS.,MA02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA. - Microllam® is a registered trademark of.iLevel®. - ATTIC BEAM 'Jy VI-1,_:h321:5-! 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL TJ-Beam®6.36 Serial Number: User:1 9/16/2010 3:15:36 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 41 Product Diagram is conceptual. LOADS.: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 27.0 14.0 0 To 17'6" Replaces Point(lbs) Floor(1.00) 1540 770 11' - Point(lbs) Floor(1.00) 2090 1045 5'6" - Point(lbs) Floor(1.00) 2090 1045 16 6" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total . 1 Wood column 3.50" 1.50" 2347/1313/0/3660 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Wood column 3.50" 2.25" 3846/2063/0/5909 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -5899 -4347 10640 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19069 19069 31114 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.322 0.429 Passed(L/639) MID Span 1 under Floor loading Total Load Defl(in) 0.499 0.858 Passed(L/413) MID Span 1 under Floor loading -Deflection Criteria: STAN DAR D(L L:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevele Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note: See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: RICK COONEY BILL RUBEL PETER CHAN JOB HOME CENTERS A D-CPE 393 LAKESIDE DRIVE WEST MI MI PE CENTERVILLE MA 134 PO BOX 1418 SO. DENNIS, MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright 2C'09 by iLevel: , Federal way, WA. Nicr011amrr' is a registered trademark of iLevel.. r ATTIC BEAM 2 PCs of 1 314" x 16" 1.9E Microllam@ LVL. TJ-Beam®6.36 Serial Number: user:l 9/16/2010 3.15:36 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN _ Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 27.0 14.0 0 To 17'6" Replaces Point(lbs) Floor(1.00) 1540 770 11' Point(lbs) Floor(1.00) 2090 1045 5'6" - Point(lbs) Floor(1.00) 2090 1045 16 6" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total . 1 Wood column 3.50" 1.50" 2347/1313/0/3660 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Wood column 3.50" 2.25" 3846/2063/0/5909 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllame LVL -See Level®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location , Shear(Ibs) -5899 -4347 10640 Passed(41%) Rt:end Span 1 under Floor loading Moment(Ft-Lbs) 19069 19069 31114 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.322 0.429 Passed(U639) MID Span 1 under Floor loading Total Load Def!(in) 0.499 0.858 Passed(U413) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). ;l -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Level®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with Level®product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the Level®Distribution product listed above. -Note: See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: RICK COONEY BILL RUBEL PETER CHAN JOB MID-CAPE HOME CENTERS 393 LAKESIDE DRIVE WEST 465 RT 134 MA PO BOX 1418 SO. DENNIS, MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net ,CENTEE'RVILLE t 2109 by iLevel;. Federal way, Per. e, is a registered trademark o: iLevel::. ATTIC BEAM 2 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL TJ-Beam®6.36 Serial Number: User:1 9/16/2010 3:15:36 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED r Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf) 30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 27.0 14.0 0 To 17'6" Replaces Point(lbs) Floor(1.00) 1540 770 11' Point(lbs) Floor(1.00) 2090 1045 5'6" Point(lbs) Floor(1.00) 2090 1045 16 6" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 2347/1313/0/3660 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Wood column 3.50" 2.25" 3846/2063/0/5909 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -5899 -4347 -10640 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19069 19069 31114 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.322 0.429 Passed(U639) MID Span 1 under Floor loading Total Load Defl(in) 0.499 0.858 Passed(U413) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note: See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION• RICK COONEY BILL RUBEL PETER CHAN JOB MID-CAPE HOME CENTERS 393 LAKESIDE DRIVE WEST 465 RT 134 CENTERVILLE MA PO BOX 1418 SO. DENNIS, MA 02660 Phone: 508-398-6071 Fax 508-398-4559 brubel@midcape.net Copyright 2009 by iLevel::, c' deral Way, W-A. N i C rol lam;: is a reai ste red trad=_mar}: of iLeve hB_ f �j - _ -- z k v _ v i-- a . • i - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 32 Parcel Permit# 2, Health Division Date Issued Conservation Division _04-90mov. FeeWW ��, tnA 41 Tax Collector Treasurer /�//�✓Z i�7�q Planning Dept, Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Z4-C 4 /_i+ —�1 Village Owner ram- U rn�AddressJ�� Telephone Permit Request OCR . /;�/ Square feet: 1 st floor:exist' g :e a proposed 2nd floor-existing proposed Total new Estimated Project Cost CO Zoning District / Flood Plain Groundwater Overlay Construction Type / Lot Size Gra fathered: ❑Yes . ❑ No If yes, attach supporting documentation. Dwellin T e: Sin le Famil ❑ ;o:Family0 Multi-Famil #units g Yp g Y Y( ) Age of Existing Structure Historic House: ❑Yes o On Old King's Highway: El Yes O No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existin new First Floor Room Count ff Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing JNew Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑existing ❑new size Pool:0 e -isting ❑new size Barn:0 existing ❑new size Attached garage:0 existing 0 new size Sh `0 existing 0 new size Other: 9 9 9 � g Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial O Yes 0 No If yes,site plan review# Current Use roposed Use BUILDER INFORMATION Name. Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR i FOR OFFICIAL USE ONLY f PERMIT NO: . DATE ISSUED MAP/PARCEL NO " ADDRESS VILLAGE OWNER b 17 DATE OF INSPE ,ON: 5 'FOUNDATION = , FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL,. s `FINAL BUILDING " DATE CLOSED OUT ASSOCIATION PLAN NO. r r ! Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 BuiIdingtommissione: Permit no. ` c Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERIVIIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to anypre-existing owner. occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Address of Work: r Owner's Name: �Pi'�� /�/ EL OC -t• c Cl Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law C]Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IIVWROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner Date Contractor Name Registration No. �z OR 7-&rr- t Date Owner's Name q:fomu:Affidav The Commonwealth of Massachusetts 1 ...... -- Department of Industrial Accidents O/f/ce of/m�estiaat/oos. 600 Washington Street Boston,Mass. 02111 workers' compensation Insurance AM davit 0/0 name L/ lo cation- . cityhone# SY I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one Working in anv capicity ///////%%%//%/%%/ . /////O //l///%////////%/ //%//%///%//%//%/%///%i I am an em 1 ding workers' compensation for my employees working on this job. X. ddress. :: :.. . :.;:.: ::::.:::.;;.:;:::.:;.;:.: ci tw phone#:::` insurance ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have thee following workers' compensation polices: mP ................::::: ..:::::::::::::::.;:::;:{...;::.....;............;{.;: ;;::.: :{.; ;::.;;:.::.:;:.;<>;>:« g ......................:.::::. :.::::..:::.:.:.::..:.:::... :. .:. . :...::..:::,::: :::...._:::: ..::.: :.::.::::............_:. -XXX com anv name:...,. :..... 1 addres . ..:: ..:.:.:..:. .:....... .. ........ .. ... .::;;:: ::::::::. . <...:............:::....:...:.:>:::»:<:::;::>.;:>:{.::;::::;;;-..:�:::-.ice ..........:..... ...........................::.......... ... .. ::::. ............. niront;#. ..... > ; ..:.:•:...................................4.............::::...........................................:.:::........{..................... ....... ........................... {..:........... ::........ ... - ::.::::.... . .......... : address. on :. .owl .:M_ : Faflnre to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of crhnind penalties of a fine up to S1,500.00 and/or one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I mrderstaQrd that a copy of this statement may be forwarded to the Ofilce of Investigations of the DIA for coverage verification I do hereby certify under the pawn and penalties of perjury that the information provided above is&w.and coned hate signature- Print name Phone# offlcial use only do not write in this area to be completed by city or town offlcisl city or town: permit1license i/ ❑Bading Department C3Ucensing Board ❑checkif immediate response is required ❑selectmen's OIDce ❑Health Department contact person• phone#; _ ���---- (/ewed 9195 PJA) 367 Main Street,Hyannis MA 02601 ' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissic: HOMEOWNER LICENSE EXEMPTION Please Print DATE: ®0 JOB LOCATION: 373 t ,'7- E f +-tee number (� (� / strew �� village "HOMEOWNER": / �i!Y�/ 1 J r9 L 11 C A F-D 0� Game home phone# rk phone s `.:u`RR04T MA LING ADDRUS: 3 L Ake S(O e r) ze city town state Zip cace The current exemption for"home=.was extended to include ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, that the owner acts DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"bomeownce'shall submit to the Building Official on a form acceptable to the Building Official,that he./she Shall be responsible for all such work performed under the building permit. (Section I09.1.1) 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. Signaturp,of ndmrowncr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code staffs that: "Any homeowner,performing work for which a building permit is required shall be exempt from the provisions of this section(Section l09.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hits to do such work.that such Homeowner sbail act as supervisor." Many homeowners who use this exemption are unaware that they ate assuming the responsibilities of a supervisor(see Appendix Q.Rules&Regulations for Licensing Construction Supervisors.Section 2.15) This lack of awareness often results in serious problems.particularly when the homeowner hires uniir persons. Ia this cage,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acing as Supervisor is.Wdmately responsible. To ensure that the homeowner is fully aware of his/her responsibilities.many communues requim as part of the permit application.that the homeowner certify that he/she understands the responsibilities of a Supervisor.-On the last page of this issue is a form currently used by severai towns. You may care to amend and adopt such a fotmlcertification for use in your community. Q:F0Rh1S:EXEMPTN TOWN OF BARNSTABLE Permit'N6 20516 Bull Ins • ----- -- -- i n. rr.m : Inspector s� Cash•. $47f G-O (bldr,. OCCUPANCY _. PERMIT. - "Bond "No building nor structure shall be erected,'andno land,,building.or structure shall be used for anew, different, changed,>or enlarged use- without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to 14artin UinanS Address 10 Judith Rdr,Newton Centre, MA to �P6; 393 Lakeside Di ve tidest, :Ce�iteryill.e- Wiring Inspector.. ;y. /) Inspection date . y Y 6 Plumbuig inspector Inspection.date Gas Inspector;.,. ,,} Inspection':date; C y'Engineeripg Department" `f.r� 1 f' r✓ /ter /tvr r Inspection date THIS PERMIT WILL NOT BE VALID, AND.,THg.BUILDING:'SHALL NOT BE_'OCCUPIED �UNTIL. SIGNED'.BY.:THE BUILDING- INSPECTOR UPON`. SATISFACTORY':COMPLIANCE—WITS :TOWN REQUIREMENTS - ...... Spector A P ^t ✓j 1 ' 7 v d 2 �t _ IA. z !z nuRMAm r z w p 4_ �� 12175 < OcrZ c F r SUR Lyn ;n 0 iJ co r x o o OWAJF—P: MAP—r!A( ul4AIVs s - ♦. a + 4 t\ sz- a U ° o " a "o o -o M V- �= 4aa 8 LAKES � D � Dom . . W V q u' - $ aC.4 Z y w a ILL A N ..SAO W /VCr RXU GROSSMAN v, N 3 q �. C,. 12175 y D S QV } � v� ww m < . `: a IVORMAN &RCVST1"DrsAT R.L. S . W ac, u� Ix ' z-o OUJA/4EP, /N1AQTt1V UMANS - �� o cr. " sv��U7`Awl C 6AI-rP£ K� �— ) lessor's asap and, lot num er ..... a2 Q G�'................ CF THE T� SFTIC Sewage Permit number .......... ............:................................ M MUST BE r I rls,`ALL.ED 'IN COMPLIANCE ,,�% WITH ARTICLE II STATE = BJHIST�LE. House number ................ . ..: .......................................... ,, SANITARY CODE AND TOWN '°o 1 39. '°� a• c/ REGULATIONS TOWN OF'- -B-A' - I H6S PEE C T 0 R %9 ?cT TO APPROVAL OF BUILDING,, ' WNGTABLE CONSERVATION_ i APPLICATION FOR PERMIT TO �i . ........ 4�G/.f ISSION 4. t � TYPE OF CONSTRUCTION /rt .d.lQ.�..........,F�.zy", :. ......................................... . .................................. .......... .?......19.7� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: / a�►.Location ................zd.r. .......6 ,r.6Vs tp .rl .0... Fk.QL[1...AP /.wT..9....Cd,Il/.'..7r. X1 r/.+C-4.dr ProposedUse ...................P.W..1FA ..e&iP.................. ............................................. ..................................................... Zoning District ...................R.D.I......................................Fire District ....C. Name of Owner ....o.,0 14)Z7/.......4 ........Address .ld ..../�e...4.f( ).r..Ow...MAOXE Name of Builder .. /�..p•.�rdr ..eQ.��1 Address ..._4k* K/A .7 .......IF ACA/.,/'�'(,10r7V Name of Architect ..64WvT.....�,/ ......Address �►. 5� �'I./qs� ��++ ......... . .. ........................... Number of Rooms .........................+J....................................Foundation .40WIC Exlerior .......:...w.At.M...Cif ......Roofing ............ .............................................. Floors .....................C.,,rp .77.......................................Interior ...............My L4. --�saatin ...............................Plumbin ................ ....:.................................. Fireplace dZ. ...Approximate Cost .............c�.tSi.lm$. .........................Q,Alt. ......................................... ..................................... Definitive Plan Approved by Planning Board _______XW�__________19 S . Area Diagram of Lot and Building with Dimensions Fee 45.'.......... SUBJECT TO APPROVAL OF BOARD OF HEALTH / da owe 4Ccaovoap"G R1441 CdAlS-ElzV47-10AI SZ- 3-340 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name f....... ............ -Umans, Martin YJ - 40516 one story Na ................. Permit for .................................... single family dwelling ............................................................................... Location ...........3.9.3..Lake 2i.de-DrIve..W.es t.. Centerville ............................................................................. Martin Umans Owner ................................................................... Type of Construction .............frame............................. oll ................................................. 6 .,Plot ............................ Lot ................................ 41, -P6rmit Granted .............August 28...... 19 78 Date of lnspection d.�. ..-16........�0 ri 0 Date Completed 19 PERMIT REFUSED ............... .......... .......... ....t19... ....... ... .......... v . ..... .. A ............................................................ .................. ,, t.-, ................................................................................ ....................................................... P............. • ..... ....... .I.. 'Approved ................................................. 19 v ................................................................................. .......................................................................... Assessor's snap grad lot number .......:... ..r.:.......................... ;' • THE Qypi Tp�y wage Permit number ............ .................................. BAUSTABLE, i House number 3 e-./!f` = 9 MAM ................................................... �p 1639. e00 iOTFp spy{4� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR-PERMIT TO r-r.f�,P r/-" ► r- -r- '3�.. 1 // ,A/ ................................................................................:............................................ TYPE OF CONSTRUCTION �, t e?ek-`N ykv. *` � ............ ........................................................................................ ..M:a 0 .. !�<. ; TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ................:f'".�...1......./,r�°-4 t� ..3 tn.c... 1' r .1 4 s r Z:,;- ....te � � �r f • ...... ........ .... ........ .. ..... . . _ ..w _ ProposedUse .................c% .................................................................................................. Zoning District 1'`x j......................................Fire District -,, /i�.`"ra' >! / ,�,-.� ;*-�"ems s'. C Name of Owner .....J' t� !'�?}f......f� r. ........Address ....: 'cJ i T. .... .....:....!tl sets!.r.::cat... ry'._ Name of Builder A.A Address ....:*' err/ y....tac �s...........................................;� 3 Name of Architect !.ri E .�-,di C'tle�!t: Address ........... `s '�!r. !F ....f`%. . `.�`........................... . . r.. .. Numberof Rooms ....................................Foundation /`r �/.........................:.... .............................................................................. Exterior ............... t'7 ! �',c-, .. ......... � ..! .......Roofing ............-... `.... r..1/...?............................................... : .. ?'11v�t.e4" jFloors .................... r ........................................Interior .............. ...�t,............................................ Y �. Heating "'C 'SIC ................................Plumbing T =... ............................ .........y ................................................... Fireplace ......................... .............................................Approximate Cost ............... ..................................................... Definitive Plan Approved by Planning Board ---------19 S�. Area --..................ei ......:....... .... e r-f Diagram of Lot and Building with Dimensions Fee `�=� SUBJECT TO APPROVAL OF BOARD OF HEALTH } �..i n P2'-� dFS`A.,, ..r�s✓'r'{F' fM yA6"�/'F /'..;;e,4 . 7 3- I (o I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. 'ma ' Mart . A=232~2I ' 20516 one ator'y ' � No ---- Permit for .................................... , single family dwelling � ----~---------------------' Location .....3.93..LmJumoide'Ir:i.v.m''Wsat........ � � Centerville � -------~------------------ � Martin Dmauo � Owner ---------------------- frama ' Type of Construction -------------- ' .......... .................. ...............' ""' � � 4 Permit Granted .........NA.ZU.9 t..2a.........19 78 | ` / ~~'~ of Inspection^ ' --- Completed_' ' . 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Cheng Shang Yee Cheng 393 Lakeside West Centerville, MA 02632 f EEI On ,�•i .st va,:.. t� •.+ey .. t .c. 6 t I Peter H. Cheng Shang Yee Cheng 393 Lakeside West Centerville, MA 02632 i - _ - -.. r .. . �u Peter H. Cheng Shang Yee Cheng 393 Lakeside West - Centerville, MA 02632 II • t 40 a a . Peter H. Cheng . Shang Yee Cheng 393 Lakeside West - Centerville, MA 02632 14' 11' cv _ 14' CV 8040DG 40400G _ _. .. N _^ - - 430 m .. Connecting to Existing Living Room m In dZI ry r m ' Bed roo D-211 x 14' 1" LIVING x K Ln 3 1/2 Pull-Down 5tainpay to Attic Ln o -41 N 4068 �. x LU 3168 2668 cn Bath 12 -8 x 11 5 GI o e� m - , Exterior Nall with 1Nindow 5 -5 x 1135 Remove Existing E _ . n Connecting to Existing Living Room B24R —. r - -T - - T-:-.T - - —. - m B24R B24R B24R B24R B24R B24R j V`12436R VV2436R : VV2436R N2436R N2436R 3020AVV CA N New Addition — 2nd Floor Layout T-'I 1/2" 4' 17-5 1/2" _ 0-3" LIVIN�,- REA scale: X„ _ 1, Peter H. Cheng 51.4 QLJ ft Shang Yee Cheng 393 Lakeside West Centerville, MA 02632 Existi\Deck22'2'-q f/16,, 8'-211/16" 2'-gV1b 3'-51/2,, 2'-2q/16-13'41/8" 14'-01/4" 11'. 8'-211/16'' _ 13'-4 1/8" 2-5 3/4".n 18'_6'� 3'-6 1/2". b' —11' � O � I n 8 4. Closet m New Bedroom 1"x q-- g Existing Kitchen-Dinning-Living Roorr x 14'-a' antra u 1 28'-4"x 25-1 T' Family Room UP x 14'-0„ Bedroom#1 v\ 5 Pull-Down Stairway to Attic n m 13'-3R x 24'-0" J . - N 336e free . Bath#1 m a W b'-11`'x 5'4" • U 9se New Vet m 9CwIa36 WDa36R WI'SR Wt65 Demolish Existing Wall New Bath#2 124„x 11"_5„ a aa� e pTe,T aT�-7—T __=e f 12-10" 3aR W1a3' . 4'-8 q/16" �o+ 2'-8 3/8'4 2'2'-5 114 52-1'11/16° 8 5/8 3 3/@" 25'-315/16 ---3'--'-5'-101/4" 3' 3'101/.4" 13'-9 9/16"— 20'-8 1/2" 4 p, 12'-8 1/7 b' 7Y q, \,mo b - � .0 ««---Existing House----»» ««------New Addition-----»» LIVING AREA 12nd Level Floor Plan[Old and New 5tructures 1 q60 sq ft Scale:1/4"=2' i Peter H. Cheng Shang Yee Cheng 393 Lakeside West Centerville, MA 02632 22'-3'' x 16'-1" '6'-4" 5 1/2" 2'=2 9/1 b" 13'-4 1/8" 18'-6" 14'-0 1/4° 3'-6 1/2" 7-5 3/4" -2 11/16" 13'-4 1/5" 18'-b" 8' 11. Ln _ N 6940DG (\� b040D6 40400H ZZ dQ 9268 -i 93068 I� m v � m � Ln 0 O N I 2cicl - cn .. .. m New Bedre Closet q,-e Existing Kitchen-Dinning-Living Roo - 10'-2" x 14' m antra 1 28 4 x 25 11 w-Farnil Room uF y 13'- " x 14'-0" ;droom#1 - s Full-Down 5tairwe '-3" x 24'-0" cn I v m 4068 2668 K 3368 2b, c ' m � Lj - L® - - - m Bath#1 � m i Close 6'-11" x 5'-4" � R ® � B9R� i _ Net 2 .9 x BGl^12436R W2436R VU15R W1b5R - _ e h 2 Demolish Existing Nall cn New Bat # 12'-4" x 1.1'-5" 1 ry � m / — 524R T 524R�524R B24R 528 3020AW 3020AW 3020AVq11 3020AW /r M436R M436R W2436R M436R M536 �` r �\w m 3040AW 3020A1N 6., 2'-8 3/5") 2'2'-5 114 52'-1 .11/16''9 - 8 5/6" 3 3/5" 3'-10 1/4" �+ 2'-10 - - 5'-315/16`' - 3'— 5'-101/4'` 3' 2-10 4-8 9/16 �Fo� �o a° 2'-1 1/16" 3'-9 9/16" 20'-8 1/2,, 16'-6" 4' 12'-8 1/2" ��, �• /r � Peter H. Cheng :16'-4" Shan� yAo ri. _ A 393 Lakeside West �6•• S. .�i ►�`'� Centerville, MA 02632 i 4065 U482490 U482490 BGU212490R ry Connecting to Existing Garage - 0 0 0 Remove Existing Garage Door ctl cj Garage 0 1 b.'-b x 21'-0" ry f Connecting to Existing Garage o I I -o o � - Remove Existing Garage Door b' ry T • o I I 9080 W o LIVING AREA Peter H. Cheng New Addition Only — Ground.,Floor Layoutl Shang Yee Chen g 393 Lakeside West Centerville, MA 02632 Scale: X" = 1' Existing Storage Shed to be demolished 12'10" 2'b V8" 14'-9 5/16" 20'4 13/16": : b' i1q._6„ m 12'-10" T-l1lb" b,_6„ 83/16� 6 19,_6„ . r w , Break Existing Exterior Wall N ? Break Existing Interior Wall Q Remove Existing Garage Door Library $ P m DEN [Old Garage Converted] 26'-3"x 9'-9" s 14'-5'x 16'-10" m Bedroom#3 a — 12'-4"x 14'-2" n [Existing Supporting Posts and Beam] a New Garage .. N wa3e+o we o ] wee 18'-8"x 21'-0" o wa3� athroom#3 m — — — r o < $ I mba 9,_V -0„ 3 m $ O [Old Garage Converted] I I T ge Room s 5tora Remove Existing Garage Door $ r'+ Main 5ewage Line 25'-2"x 10'-11" I P rn �^ utility.. Dehumidifier 2x2x2 - pp - 9'-3"x b'-9" �V Hallwa Portable Dehumidifier y: Washing Machine&Dryer ... Reftigerator#2 m 6, q'-q 11/161, 6'-l5/16,, 10'-03/4" \, 30`-41/4" 19'-6" o' r. r-. d� a w , o° 40o a' \y ««-_____Existing House-----»» — ----New.Addition-----»» a Existing Septic Tank System J 4 LIVING AREA lGround Level Floor Plan Old&New Structures] 1864 sq ft Scale:1/4"=2' Peter H. Cheng Shang Yee Chen g 393 keside West - - C Laenterville, MA 02632 1 L 1 U" 1 c} 12'-.10 j / Break Existing Exterior Wall \\ 40400G bb68 / 12b68 \\ 4068 U482490 U752490 Ln 0 0 0 0 Break Existing Interior Wall 0 L - 5Reemove:Existing Garage Door Library DEN [Old Garage Converted] x 14'-5" x 16-10" - droom#3 U482490 U482490 U482490 U482490 U482490 U152490R We x 14'-2" �. 40b8 New Garage [Existing Supporting Posts and Beam] U483690 U483b90 U483690 U483690 U483690 - — — — — — �6B athr o�o m#3 2166 9'-0 '-0" r [Old Garage Converted] 5torage Room CII I Ii 25 2" x 10 11 Remove Existing Garage Door Main 5ewage Line Dehumidifier 2x2x2 y - o . All 'Portable DehUmldlflerL U362490 U362490 U482490 Hallway 1Nashing Machine & Dryer - 9080 Refrigerator#2 6' 9' 116° 6'27 5/16" 10'-0 3/4" j; ��'' 30'-4 1/4" . 19'-6" u \ 1�,76,, �00 �00, ►��� Peter H. Cheng �� Shang Yee Cheng z<,10 393 akeside West Centervi lle, MA 02632 ««--------Existing House------»» ««------New R »»Addition o: Existing Septic Tank System - i ivi N r7 AtRF-A - r rni roil I cool Flnnr Plan rnl.l Q. >vo� C,�n ii�i irccl G • GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES +r9r �d.my� Biayenuiry 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OFAC1301(LATEST 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"(NDS),AND SUPPLEMENT SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: EDITION),UNLESS OTHERWISE NOTED. I "DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. inghouse,Pc A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE:TYPE I OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, PO .102 AGENCIES HAVING JURISDICTION. AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. M, . MWu MAM2 WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. ph-we2n-2980 S.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. C.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(*/-1%). 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS SEAL 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS STEEL. AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ',, OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. S.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED 3.ALL CONSTRUCTION 15 TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT GRADING AGENCY AND SHALL BE KILN DRY. AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE S.NO SLAB-ON-GRADE IN FILLS HAVE BEEN DESIGNED FOR BUOYANCY U PLI FT FORCES DUE TO GROUNDWATER OR FLOODING. ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.72650 AS MANUFACTURED BY BOISE CASCADE. ;;;;;r.s,�. CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI,AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI;AND MINIMUM '�'` na ry!p .ALL GROUT BE AND NON-METALLIC WITH SINE STRENGTH OF 5 000 P51.7 MODULUS OF ELASTICITY E-1 800 000 PSI.SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS.6 O METALLIC I HAMINIMUM COMPRESSIVE HE MAXIMUM I I 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 1%". mil+ MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE,UNLESS OTHERWISE BUILDING CODE. 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE NOTED.ALL APPROVED IN WRITING BVTHE STRUCTURAL ENGINEER. 0310612016 REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE IMMEDIATELY REJECTED S.THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 7.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED GRADING AGENCY AND SHALL BE SURFACE DRY: BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. S.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): 6.OPENINGSTHROUGH THE FRAMING AND FOUNDATION MAY NOTALL BE SHOWN ON THESE DRAWINGS.THE GENERAL -FLOOR JOISTS&BEAMS:I-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH - CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM -TYPICAL FRAME WALL STUDS:#2 SPRUCE PINE FIR:FC=1150 PSI,E=1.4E6 PSI ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR CONCRETE COVER: -TIMBERS AND POSTS:PER PLAN SPECIFICATION FOR SIZE AND STRENGTH SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE -BOTTOM OF FOOTINGS 3" z STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. - FORMED SIDES OF FOOTINGS 2" 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. FOUNDATION WALLS 1�6" 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR7HE FOLLOWING LIVE LOADS: SLAB ON GRADE 2'BELOW TOP SURFACE 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS, . A.GRAVITY LOADS: PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH -GROUND SNOW:pg=30 PSF 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN..ALL COLUMN ANCHOR BOLTS THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS FOR HIGHER STRENGTH LVL MEMBERS,IF NOTED AS"LVL(2.0E)",PROVIDE LVL WITH ALLOWABLE -BEDROOMS LIVE LOAD=30 PSF SHALL BE SET BY TEMPLATE. BENDING STRESS(Fb)OF 2,600 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI(E.G.VERSA-LAM BY BOISE CASCADE). -OTHER ROOMS LIVE LOAD=40 PSF - - 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM 70 THE LATEST EDITION OF THE NATIONAL DESIGN B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-05): HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARD SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). -WIND SPEED=110 MPH; PRACTICE SPECIFICATIONS AND GUIDELINES , -EXPOSURE"C" 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER NO 8.NOTIFY CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. - 12.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS I/4"CLEAR BELOW THE TOP OF FRAMING .STRUCTURAL ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE LUMBER TO ALLOW FOR SHRINKAGE. STRUCTURAL DESIGN. � 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZEDMLXES,AND ONLY IN ' ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS.PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.SITE MIXING IS NOTALLOWED. FOUNDATION NOTES 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS70 BE PROVIDED.REINFORCING SUPPORTS 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK,WOOD,OR OTHER 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. - 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL,HAVING A MINIMUM NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. f ROLLED EXISTING GRANULAR FILL z 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL ALL SILT,FILL, 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL - INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X30 - FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT 18.UNLESS OTHERWISE NOTED,AT THE ENDS OF ALL BEAMS,HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THESE LOCATIONS THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH 1S 4"ATTHE INTERIOR WALLS AND 6"AT THE EXTERIOR WALLS. - •. 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH LOWER ALLOWABLE BEARING CAPACITY THAN 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH - S THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING, "THICK"EXTERIOR GRADE"PLYWOOD ROOF SHEATHING,AND%""EXTERIOR - - 19.USE�4� 8% SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. - GRADE"PLYWOOD AT ALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. Z 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS DO NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY - 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED AT THE f- CONNECTED. • - SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C. Q • _ SPACING. - fz� 5.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL. + - COMPARED TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY .. 21.USEFULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE w PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. z W 6.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. - +. 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL - _ - - SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL C CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING ' - - - - - - - - l.7 CONDITIONS. - 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR Z - WALLS.. W 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO - - 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED. U = W ADDITIONAL COST OR CONTRACT TIME EXTENSION. _ - - =j F- 25.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS AND LVL'S V O S.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR - .. .. : . WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS - Z SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE - USEDFOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS.' PLACED AS SPECIFIED. - - 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED:WITH- 3 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT OR FLOOD LOADING CONDITIONS. - - .. .. _ PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. - 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS .. - - 27.ALL ROOF RAFTERS SHALL BE ATTACHEDTO TOP WALL PLATES WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED WITH MANUFACTURER'S NAILS. a MATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED- _1•-;;••, - a IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR - ; f£• ^2d 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN.FASTENERS SHALL BE 8d COMMON SIZE,ANNULAR RING - VIBRATORY PLATE COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1H:1V)ZONE AND NAILS WITH A MINIMUM 1-%"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.).PANEL PERIMETER FASTENING SHALL BE 4"OR 6"ON CENTER. ,. x BELOW ALL SLABS. "' STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON SIEVE SIZE STRUCTURAL FILL'(PERCENT PASSING BY WEIGHT) .c :' -,,., .: :• r -; ` ^^.. CENTER(ORAS OTHERWISE SHOWN ON DRAWINGS).JOINTS W ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. "•. i .. .. 100 iE 1 3" 70-100 '_"' 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND REQUIRED •. - E � .. 3/4" 45-95 �•. SN OFM TO BE REPLACED BY7HECONTRACTOR AT NO ADDITIONAL COST. • :,ri . �.:>, ,.•�••• g NO.4 30-90 •• •A� AS+s NO.30 25-80 yJ .9 30.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE.MODIFIED WITHOUT THE. - C C r •• N0.40 10-50 CV WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. r, - '� • ' NO.200 0-12 LABS JEN S z N 'NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. _ `^ F - "' '.:- ""1- s. SEN N a As /+ SCALE. NOTED 11.CRUSHED STONE SHALL BE 8%"ANGULAR,WASHED STONE(NO FINES)OF LIMESTONE OR GRANITE QUARRY, .w:u n• .;f,..,�.... ,<Q- STRUCTURAL -4 DATE: 03/106/2016 COMPACTED TO ACHIEVE AN EQUIVALENT OF 95%MODIFIED PROCTOR DENSITY COMPACTION. - .,::..:. ,(). NO.50602 DESIGNED BY: W - DRAWN BY: Li ADO �FG/STER�� PROIEQa ING16001 S-100 FOR CONSTRUCTION 3 . ezt Y f✓ Y FOUNDATION NOTES: - - - 25'-6'3 CONTRACTOR VERIFY It •FRAMEWALLBELOWW/2a6STUD$@12"O.C,AUGNW/REGULARFLOORF MTS,TYP. 6 P I. REFER TO GARAGE FLOOR PLAIN FOR HOLD DOWN TYPE AND LOCATIONS. / •PROVIDE FULL DEPTH SOLID BLOCKING W/LSL BTWN FLOOR JOISTS,TYP. rQ_ GC VE H, 1A'-�'k NEW 2ND FLOOR FRAM ING NOTES: CONNECT BLOCXING VIA.R'LONG TIMBERLOK OR SDWS SCREWS FROM BOTTOM THRU DBL �p9 LEGEND: TOp WALL PLATES @ 12"O.C.TYP. mucluril deaen • 1. SHEATH 2ND FLOOR W/�'THK.APA RATED,T&G,PLYWOODSHEATHING,NAIL W/Hd gNNUTAR 'PR VICE WEB BLOCKING FOR I-10I�T5,ANDCONNECr EACH I-IOLSTV SIMDSON"H2.5A" 2 B's•genuitY _ PING NAILS AT ALL PANEL EDGES AND IN@12'FIELD,TYP.,PROVIDE Bd ANNULAR RING HURRICANETIETROR=ALLPLAT OR HEADER BELOW ON EKTERIOR(SHEATHING SIDE).USE 5-300 `U. CRACK CONTROL JOINT,SEE TYPICAL DETAILS SNA,HB@3"O.0 ALONG FLOOR DIAPHRAGM EDGE.PROVIDE CONSTRUCTION ADHESIVE AT ALL (2)HUR0.ICANE TIESAT EACH LVL BEAM CONNELTON TO ITS SUPPORT BELOW,TYP. SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. T.O.CONE.WA WT.C;: 1 4 X , - inghoU$e,PC pS HORR DOWEIS'ORAL AND EPDXY IHILTI HV2000R EQUAL)W/III - 5-300 2. PROVIDE FULLDFPTNSOIID BLOCKING BTWNlOLSTS AT gLLBEARING SUPPORTS,TYP. 1"'alq'LVl(CONT.ENp 1011T).NAIL WALLSHEATHING ROVE W/(3I OW I P.O.Bea 102 =(-1'-0'I BELOW T.O. '4" 1 OFBtl NAILS@A'O.C.ALONGRI JOIST,DO NOTSPUCE HEATNINGW HIN DEPTH INTOEXIST.CONIC.FDN WALL AND Z'-0'UP LENGTH W/FDN WALL DEBAR, ONE.SLAB yui ^ _ - Murtana MUJAMA026A8 MATCH SPACING OF NORM FDN WALL REBAR,TYP. m ^' — . FRAME MIN.(1)2%WALL PLATE.CONT.ABOVE HEADERS,CONNECT PLATE FROM TOP NA 2R MIOIT,TYP. FPOSTa 31 TMBERLOKSCREWS@8'O.LW/MIN.2'EMBEDM ENT DEPTH INTO LVL HEADER"TYP. phone:S08.221-2980 1 DEPTH TD t - — — = —'— — — ^ web wwwinghouunet L__—— ——— —— — ——__ _10 i & .B 1 S •1 �N$� m .5 I 1ST STORY SHEAR WALL NOTES: 3jl SW LVL TYP w v ...v. / , I TYPICAL SHEAR WALL 4'2'0. .NW%. SEAL I I I yl EXISTING BURG. mB.O.FTG@q'-0" SHEATH gLLFRgMED WALL50F NEW gDDI00N WITH 15/33'THK.APA RATED FRAMING 2 2MIN.FROST DLYWOODSHEATHING,NAIL W/Bd ANNULARCOMMON RING NAILS@A" (NOTSHOWN)DEPTH,TYP. ALL PANEL EDGES,AND B'O.C.INFIELD,PROVIE BLOCKING AT ALL PANEIEDGES, CREMAININTERIOR FLOOR TO U U 5MATCHE%ISTING �•'Y/°'...,'"(;y 1('ly- BUILDING VIA. ' I I THK.REINF- "pRICORE',OR$IM. J. .I EXISTING BLW. AND HARDWOOD FDNOWALL ^ ^0 FLOORING ATOP EXISTING BLDG. iDN WALL SPECIFIED 1'-6'• LEGEND: FRAMING AT (f • 1 m > n AND FTG TO I I I )1 x REMAIN, I CONCRETE SLAB ON •12'TNK.fTG.. CANTILEVERED — : a: (a TYP. I /1 ARAH. REFER TO AWING Z.BUILT-UP/ENG.WOOD COWMNSBELOW O WALLSELOW CHIMNEY -C,.._-- O• <YYh ARCN.pORFINSH I I ®® TO REMAIN J 8 Xl LL E HS UD 0;/06/2016 FOR FLOOR FINSHES 1 (k t'i 2%BUILT-UP/ENG.WOOD COLUMNSABOVE r -i WALLABOVE / B OC NGAl y C.I. I Gl. ING NEE ED $'300 PA TITI N ALL R/ 0 D P OD 1 _ 3 FULL DEPTH SOLID BLOCKING@ VV O.C.(MAX.SPAONG)W/ENGINEERED BE OW NL G EMARG E EXISTI NG. I I I UM BER,E.G.ADIST,ESL,ETC. (N TL A. ARI G L• 2 GARAGE T.O.CONIC. _ C OPENINGS VIA I I I I _ 0 — - FDN WALL, C I — — x nw v SAWNTTOFR I iI I E ENTER LVL BEAM IN FLOOR DICK PoSTSUPPORTINGW WINDOW HEADER K g = NEW FLOOR SEE ARCH, ABOVE y LAYOUT,SEE` I O'TNK.CONCRETE SLAB,REINFORCE I I J y ARCH.DRAWINGS j I W/6a6-W2.laW2.1 WRCING AT I I (A)-M BUILT-UP POST BELOW,CENTER ON LVL BEAM ABOVE B C FABRIC,PLACE REINFORCING AT ' CENTER OF SLAB THICKNESS ATOP CHAIR BARS,ND.SEEAR[N.FOR I I (2fh6BUILT-UP POST BELOW,CENTER ON LVL REAM ABOVE 211%' 1<` ULL EPT SOID VAPOR BARRIER TYP. I I M m L B KI G / T.O.CONC.SLAB - WRAPSIMPSON'CMSTCI6'COIL STRAPDOWNTHEE%TERIORFACEOFTHEOUILT-UP NGI AIR D REF.ELFV.=CONTRACTOfl VERIFY IN I "' I COLUMN ABOVE AND ALONG THE BOTTOM OF THE CANTILEVER LVL.MIN.END FO 5 00 PR DU I F - FIFLDTO MATCH E%ISTING LENGTH INTO POST ABOVE AND AT 8010M OF LVL TO BE 2'-0",FILL ALL HOLES W/ E%ISTING RUDE.- REF. I I I I III SINKER NAILS,TYP. FRAMING I I I INSTALL UPSIDE DOWN AT END OF 1-112 �SIMPSON'U3510/1<'FACE MOUNT ("�O REMAIN) m 6 ^,--J /— -- — -- ----------- --J I HANGER,PROVIDEWEBSTIFFENERSFORI JOIST ON EACH FACE,NAIL W/ r -Z' I. I' (1A1Od and JOIST W/TOl0da15,TYD,ALL NAZIS ARE COMMON WIRE NAILS. CONNECT LVL BEAMS END JOIST VIA(2)-SIMPSON L90 CLIPS,TYP.ONE EA FACE. 77 3F3'a �•VL -- -- — — — — — — ---- CONrvECTHEADISPV_: TP 1 A.(2)'SIMPSON"H2.M-HURRICANE CLIPS TO POST BELOW AT A'-2"HEADER; 1 5 (fl 'a ,§ V mOmr j G - B.1A1-SIMFSON"112.5A'HURRICANE CUPS TO POST BELOW AT B'-2"HEADER: 6 M g B.O.M@Ad ^'CS T.D.CONC WALL ELEV. TYP.EACH END OF HEADER - — - — — — -- EXISTING BLDG.FDN WALL MIN.FRO5T ' '"` ' ' AND FTG TO REMAIN,TYP. DEPTH,TYP. sOi ^ =(4-1 BELOW T.D. 1 b SIMPSON"IU52.3J/3A'FACE MOUNT HANGER,NAIL FACE W/(12F10tl, T.O.ADDITION 2ND FLOOR 1,�'alq'lVl(CONi.END10LST),NAIL WALL SHEATHING ABOVE W/(3)ROW5 CONE.SLAB -STRONG-GRIP AT 101ST,ALL NAILS COMMON WIRE NAILS SUBFLOOR TO OFBd NAILS@a-D.C.ALONG RIM JOIST,10 NOT SPICE SHEATHING WITHIN - - 5-300 SIMPSON"Uq 'FACE MOUNT HANGER,NAIL FACE W/I III I..NAIL BEAM W/ � MATCH EXISTING BUILDING ITT OF RIM JOIST,TYP. T.O.2ND FLOOA )6F10d,ALL NAILS COMMON WIRE NAILS SUBFLOOR •FRAME WAIL BELOW W/2X6 STUDS @ 12'O.C,ALIGN W/REGULAR FLOOR FJOLSTS,TYP. • CONNERNEW(2)PLYLVI VUI fi'LONG TIMBERLOK OR SOWSSC0.EW5 TO FACE OF . 'PR IDS FULL DEPTH STUD BLOCKING W/ISL BTWN FLOORIOI$TS.TYD. G 11-0Y"S EXISTING,REMAINING GARAGE HEADER,(2)POWS@H'O.C.,Z-EDGE DISTANCE AT - 2 CONNECT BLOCKING VIA 6-LONG TIMBERLOK OR SDWS SCREWS FROM BOTTOM THRU- (CONTRACTOR VERIFY) S'dy'S TOP AND BOTOM OF BEAMS,TP, 5-300 TOp WALL PLATES@ 12'O.C.TYP. 'PROVIDE WEB BLOCKING FOR I-JOISTS.AND CONNECT EACH I-JOIST VIA SIMPSON•HZ.SA' 10 5Y."aSY."VERSA-LAM 1.8(2)SOI POST TO SUPPORTNEW HEADER A HURRICANE TIETO DBL WALL PLATE OR HEADER BELOW ON E%fERIOR(SHEATHING SIDE).USE (2)HURRICANE TIES AT EACH LVL BEAM CONNECTION TO ITS SUPPORT BELOW,TYP. ' 22'-8%"CANT.2ND FLOOR FRAMING OF NEW ADDITION FOUNDATION PLAN Scale:l/4-=1'-0• 2ND FLOOR FRAMING PLAN Scale:1/4"=1'-0' ...._._.. E z 0 NOTE: F— II OLDSUR AND NEW ROOF 3 ' Q I) FACES SHALE BE SEE FOUNDATION EXISTING RREMAINI NEWROO MATCHEDON-SIDES S-300 PLAN FOR SUBFLOOR OF GABLE.GC TO VERIFY IN OVER- Q AT LIVING SPACE N - _ FIELD THAT ROOF SLOPE IS HANG W ROOF FRAMING NOTES: 5:120R STEEPER. U LZ Z • 1. CONNECT ALL TRAM NG RATER ENDS AT TOP PLATE AND HEADER SUPPORTS W/SIMPSON'N2.SA' „ O HURRICANETIES(0 EXTERIOR SIDE OF FRAME WALL.PLYWOOD5IDE),TYP.HEADERS LONGER THAN V,0'SHALL BE 5ECU RED VIA(2)H2.5A CLIPS TO SUPPORTING POST ON EACH END,TYP. (3)1�'a y'L L(2.0) - 13)-2I 2. SHEATH6"CF TAR PANELS .APA DtN@LY"FIEM, EATHING,NAIL W/Bd ANNULAR RING NAllS@6"O.0 AT ALL PANFLFW ES AND IN@12"FIELD,TP. O3. ALL ROOF SHEATHING(UNBLOCKED DIAPHRAGM W/PANEL LONG AXIS PERPENOICULARTORATERS,STAGGER101NTSISHALLOE,,f'TMK.APA iATE05NFATHING,NAILED W/IW[OMMON(�.1a8'DIA) ! -- — — — -- — -- -- — _ CYSMOOTH SHANK NAILS@6 OC.ATPANELEDGES ANDINFIELD.A. ROOF DIAPHRAGM BOUNDARY NAILING SHALL BE 10d COMMON(•A.1G8'DIA.)SMOOTH SHANKFPgRTrt10N WALL . NAILS@q O.C,TYP. FULL E LI BLOC ING HNOTE: j OBELOWONLAT3 DP01 0 ROOF RAFT TC CURING OF CEILING TIE O a (NOT LOAD BEARING) - 5. ALL RDOF OVERHANGS(AT EAVES)SHALL BE CUT OUTOF 2.ROOF KAMM(BIRDSMOUTH). 9 1 SpA,Tp. N IDEO ROOF E%ISTI GRO G MEMBERS FOR FRAMING. W OF ATIC ACCESS HATCH I _ I 2 AT NEW ADDITION ROOF - .Z L1 I O �! HY.(� - SYSTEM 15 PROHIBITED!, N 2ND STORY SHEARWALLNOTES: O 12)- 1 3 z0 f a f��f Z OC ATTIC ACCF555HgLL BE Cl h H t 4 ¢ PROVIDED FROM EXISTING - 3 T 1�F Cf 6SA Td.� ATTIC AREAINTONEW > Q? T'pp ADDITIONAMC. 0 • ' TYDATH ALLFR WALL ,•O�O C • _ SHEATHDSHEAMEDHIN,NAIL W1 NEW DDITIONANNULAR WITH NKIN.THK.APA ggTEp E%ISTING 1 �.L Cfq 6(q•!fy,8 �j - o _ p f PLYWOOD SHEATHING,NAIL W/Bd ANNU AR COMMON RING NAlS@A'O.0 AT CHIMNEY f!f B O f • ALL PANEL EDGES,AND B'O.C.INFIELD,PROVIDE BLOCKING AT ALL PANEL EDGES, TO REMAIN OP USE FULL HEIGHTSHEATHING PANELS. .. Odgry OCUTq B,�qY;T Y S - O 2K12 RIDGEBOAR k�'• S • k 2 2 RIDGE OAR ..... .... ......... ........._... ......_... _ _ O 1 - 1 '�'. EXLSTNG O a x s S b• O I LEGEND: e 4- BUILDING O LL PA Trt10 WA a O< 'ROB 2y'S vw¢.,O BElO ONL A q < 'pr- - s l RIDGE m w Op qT C ! C 2K6 @ 16'O.G AT RAKE x OTL ADB 0.1N .. 4 T fq � •..s '. • �e ^ V — — — — — DOj -0 - OVER"ANG,FRAME AT BO O ®© 2K BUILT-IP/ENG.WOOD COLUMNS BELOW [�WALLBELOW _ o -" - "'-' f•tT Thy FC9 DEG RISE ANGLE TO SLOPED F_ C E%ISTING EIS IS f91 y O�fq p GAOLS END WALL PLATE 1ST STORYSHEAR WALL&HOLD DOWN NOTES: �O- l BIDG. FUII S SOLI BLOC ING ry �' J RAF.CONNECTEACH RAKE - _ - O RAFTPS AND am AT3 DPOI TSO ROOFRAFT f9 _ RATER VIA.SIMPSON N -�- - - _FULL DEPTH SOLID 2a BLOCKING - M O O 'L50'NPS TO FI0.5T a TYPICALSHEARWALL - I L - W JOISTSTO o - ACH SIDE ROOF YT9�O w INTERIOR TOP CHORD OF ..Jv.: ,- SPA,TVP REMAIN �_ - SCALE AS NOTED SHEATH ALL FRAMED WAILS OF NEW ADDITION WITH IS/32'THK.ADA RATED ' -n- » "' 5:1 F TRUSS AND PLYWOOD SHEATHING,NAIL W/Ed ANNULAR COMMON RINGNAILS EP O.CAT ROOF LEVEL: § ry^ — — -- — VrtN 1HZ.5A AND VRICA ECSON DATE: 03/06/2016 ALL PANELEDGFSANDB'O.G INFIELD PROVIDE BLOCKING AT ALL PANEL EDGES, • -E J 1 SIMPSON'LRU28Z"FIELD SLOPABLE FACE MOUNT HANGER,NAIL FACE W/(6)-IW "' c :.. •,• E OIN ROOF.. RUS ULL HEIGH SH ATHING PANELS. : AND RAFTR W/(SFIOd,ALL COMMON WIRE NAl15,TYp. I TO GABLE END WALL - 1111 ATTIC LEVEL PLATE IEKTERIOR SIDE W/ MIGNEDBY: V HANI'i 2%IOATTIC JOISTS VIA:SIMPSON•LUS28•FACE MOUNT HANGER,NAIL FACE I PLYWOOD SHEATHINGq). I 1 HO-1 SIMPSON'NDUb5DSL5'HOLO DOWN - ., W/(6)-UDd AND JOIST W/(3)-10d,ALL COMMON WIRE NAILS,TP. Y HURRICA ANGLE CLIMNE ETIESON AND Y FASTEN W/LOTS K'12,A'SCNEWSTO SHEAR WALL EDGE MEMBER,PROVIDE,rI'O10. - • v ;: ..n.I .q ING16001 DRILL&EPDXY ANCHOR B.1W/12'MIN.EMBEDMENT DEPTH INTO CONL •�•„ .,..,_. - I • �.y ' ALTERNATING FACES,TYP. paawN BY. Pa01ERR:' bSIMPSON"HUSC28-2•CONCEALED FACE MOUNT HANGER,NAIL FACE W/(6)-lOd, NAIL HEADENW/(EYUCKLTYP. rio ' ^ •.1l'. .. .. ....__-'-._-___. LEGEND. . 17 ®© 2XBUILT-UP/ENG,WOOD COWMNSBELOW WALIBELOW - - _-_ -� __,. ` SISTER MIN.2x6 RgMMONTO EXISTING RAFTERS AT I 1L' _ _ � /+—^00 0 La BUILT-UD/ENG.WOOD COWMNSABOVE -'"J WALLABOVE • • NEW ROOF OVERHANG,FACE SCREW W/3'IONG J L '..-.- _ - - TIMBERLOKSCREWS OR SDWS(SIMPSON)@8'O.E. STAGGERED,EXTEND TO CHIMNEY WALL FRAME,TYP. GARAGE FLOOR PLAN-0 ROOF FRAMING PLAN �300 FOR CONSTRUCTION - - - SAW CUT OR FORMEDMWROLIOINT- Fj 2-0- • 'r9r0 FILL W/FLEXIBLE EPDXY FILLER A0 BAR DIA.LM (TYPICAL) rounuril derign (TYPICAL) ILA �_I 8in0eeuity - t 1-4A BAR AT EACH SIDE OF OPENING SPECIFIEDWWF REFERTO DUN FOR CEMEREDONWALL DEPTHOFWWF .. . ryp LO,a? Off? ' EE1Jhouse,x - .Atq y to PO Box lG2 • `• 2`(TYP) CORNED AT MI OFEPTH SUB ph...eo SOB 22-298G 0 1-p3 LONG .�..�'!/ L ..�1/..: //..� ... L/�l/.•/L //n' /�/L�/.aCh DWLS TO MATCH S-• DWLS TO MATCH PROVIDE CONTROL JOINTS AT ALL HORIL REINF. o.S ALL HORQ.WALL REINF. 12`MAX. IpIA MOAR%. vvrv: SPECIFIED SUB BASE LOCATIONS AS INDICATED ON PLAN 01 A.OR - SQUARE 30 BAR CIA.MIN. SQUARE CONTROL J01NT a 5UU NOTES: �2'-0'x2'-0"CORNER BARS TO MATCH NOTE: l-S VCUT JOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. HORIZ.WALL REINF. AlL HOLES SHALL BE FORMED OR CORED. O F` " 2. PROVIDE CONTROL101NTSAT LOCATIONSASINDICATEDONPLAN CORM ALLCORNERSOF5QUARE �,� 3 '1•S 3. PROVIDE VAPOR BARRIER PER ARCH. OPENINGS SHALL BE CORED FIRST BEFORE H WALLS SAWCUTTING.OVER CUTS ARE NOT 8 - — ALLOWED ri TYP. SLAB CONTROL JOINT DETAIL CORNER VERTICAL REDAR NOT SHOWN FOR CLARITY INTERSECTION .. SCALE:N.T.S(SCHEMATIC ONLY) I 4 TYP. CONCRETE WALL REINFORCING DETAILS Y 6 TYP. REINFORCING AT PENETRATIONS oa/o6no76 ' SCALE:N,TS(SCHEMATIC ONLY) SCALE:3/4'•I'-0- 2-PLY 3-PLY 4-PLY (2)NOTES OP FOR ROOF NOTES FOR ROOF SHEATHING Z O t III FULL DEPTH SOLID TYP ROOF TRUSS: • 2x6 COLURTIES@16'O.C.CONNECTEACHEND w BLOCKING.SEE PLAN pC /SAU(4f10d TALE NAILS,TYP. Er PLY FACE NAIL 1 EPS@SG JORpOt NAI WS OF id 1ROWS OFlEd CAI TYP@.L TRU-ROMSSUOK SCREWS ON CONNECTION,SEE PLAIN = ATTICYAM OP�PCE�JN �tp�N 4 @4(/NG SHEATHING. \ 2x10CEILINGTRS, - DWPHMGM EDGE AILING 5 6'I4' _ • SEE PLAN / / SEE PLAN FOR WP101 ONNECFION ,. TYPICAL MULTLPLY LVL CONNECTIONS I - INT02xBLOCKING \\ (V-NOTCH BLOCX FOP VEN IUTION) I i / \ " S2AEEE PU'HAN,NAIL FOR CEILING TIES, Z SIMPSON'H2.SA' � SEE PLAN,NAILTO TOP OR MITER ON SIDE OF • Y HURRICANA DIPS EA ' RIDGE BOARD,AND SIDE OF CEIUNG IOLSTS,TYP. - 2-PLY 3-PLY METER END,TYP. _ 2alOT-01ST _ ~ = CONNECT 2x10 TIE JOLST VIA REFER TO SECTION DETAIL FOR CONNECTION (3fA-DLL THRU BOLT CONNECTION,SEE 4d DETAILS FORMED 45 T.H.D.CHAMFER @ DIAN,TO SIDE OF(2}L30 TOP CHORDS, }S'STED,OR ALT.H.D.G.STIEM BEDENT W/90 DEG.ANGLEBAR) - PROVIDE HARDENED WASHERS EA.SIDE,TYP. p ELEMENT TYP, LAP LEG LENGTHS F RC D.C. (•)MAX.CUR.HEIGHT SHALL BE MEASURED FROM TOP Of CRACK CONTROL JOINTFILL CONT.W/ TYP.LAP W/WALL REINFORCING _ + FLEXIBLE SEALANT 6"f - EXISTING WALL PLATE TO BOTTOM OF 2.10 TIE JOIST,TYP. lOd NAILS @ E.D.C. 44 HORIL DOWEU x l'-0'LONG @ WIRE WELDED MESH FOR SLAB 1.NAILS @ 6'O.C. ]2'O.C,CENTER ON JOINT&APRON REINFORCING,SEE PLAN _ STAGGERED. STAGGERED,EA SIDE,TYP.. SLAB THICKNESS ENTER OR UDSLBEARING6-WALL, E DRNEWAY ELEV. (2x65ND5@16'O.C.,TYP.AT ZnID STORY) 2 TYPICAL MULTI-PLY 2.CONNECTIONS i TRUSS ELEVATION ;� TYP. ROOF ON n ��. SCALE:N.T.S.(SCHEMATIC ONLY) TYP. MULTI PLY CONNECTIONS Y\ y� \j\�f SCALE:I'=I'-o- 6'MK.gDRPC FOR /� �/\ /\��1 ROOF TRUSS CONNECTION DETAIL - SEE ARCH.FOR \/ s- ...._ 8(M N)OF'/CRUSHED LANGTH&WIDTH ' COMPACTED ANGULAR STONE - SraIB:1•=1'-0' DIMENSIONS \/+ /;���� ON ACCEPTABLE PROOF - FON WALL SEE PUN ROLLED SOILS OR COMPACTED - STRUCTURAL FILL z HEADER PER PLAN • - O TYP. GARAGE ENTRY SECTION • SCALE:I'=1'-0' Q SNEAK WALL SHEATHING: 1$'APA RATED PLYWOOD WALL SHEATHING,SEE PUN NOTES FOR SHEAR WALL TYPES AND NAILIrvG A • - - REQUIREMENTS,PROVIDE CONTINUOUS BLOCKING AT W ALLPANEL EDGES,TYP.NAIL SHEATHING AT 3.O.C, SILL PLATE&ANCHOR BOLTS; U ,^ _ STAGGERED TO DEL TOP PLATES AND BOTTOM SILL Z • 12 2xfi SND WAl4 W/SN05@36'O.L,ND. _ P.T.2x6 CONTINUOUS SILL PLATES,FASTEN W/ADLL A30T GIL'A' Q ` I SEE ARCH. DTAD SPLICE SHEATHING ANCHOR BOLTS W/HE%HEAD @2 fi'O.C., ND O'-6'FROM EACH ' TS'THK.APA RATED NORIZOMALLYWRNIV2FTFRDM END.,TYP.,PROVIDE B'MIN EMBED.DEPTH INTO NEW CONCRETE PLYWOOD ROOF + SILLPUTE,TYP. FOUNDATION WALL TYP.PROVIDE SIMPSON'BPS 3E-6-BEARING W CONNECT 2x BOTTOM PLATE VIA - PUTES(N.D.G.)@EACH ANCHOR BOLT;ND. (IE2%6 F.N.KING SNO SHEATHING,SEE PUN • (2W'LONG TIM BERLOX SCREWS@ SEEPUNFORTIEDOWNSTMPS,EMBMDED IN CONCRETE. NOTES FOR REQUIRMIENTS ., 12-O.C.TO FLOOR JOIST&RIM JOIST: MAX.BTWN Z X' M.FACE OF W 'APA RATED,T&G PLYWOOD SHEATHING • FLOOR SHEATHING,SEE PLAN FOR _ PROVIDE COW.ASPHALT[BOND BREAKER COATING,ND. U V3 3-2%fi JACK STUDS - AILIN REQUIREMENTS,TYP Z F— (U.N.O.)ATTACH TO '. G T.O.W.EIEV.=SEE DUN - - J PROVIDET11 N P.REINFORCED CONCRETE SUB PER O L4•I KING STUD W/]6d . DIAPRAGM EDGE NAILING W/lOd 2x 0.00E RAFTER;SEE ROOT - FOUNDATION PUN - Cl NAILS@4'O.G - FRAMING PLAN LVI PERIMETERlOIST @3'O.C,T/D.INTO BLOCKING �• - •. W STAGGEREDANO 51MPSON`Hl'OR &UPSIDEDOWN- _ ~- W ALTERNATE SIDES "H3.SA'HURRICANE HANGERS,SEE PLAN LSL BLOCKING ABOVE S U VL ,u i TIE EA.RAFTER,TYP. - a m F T O.SUB EL . .... .-\r.. ........ BIG.SUPPORT,TYP. FINISHGRADE I SHEAR WALL EDGE - x / / xll • A; # NA LING W/Bd FLO RWORSTSANDLVLBEAMS, ANNULAR PING NAZIS ` 2x65TU0 WALL W/STUDS @ lfi" SEE PLAI IS N @ 3-O.C.STAGGERED O.C,TYD., -- TO TYP. HEADER SUPPORT@ BUILT-UP COLUMNS OBLzx TOP PLATES,TYP. + _ • - - SEE PLAN FOR ARE A'W/ 1140U O.C.VERTICALCENTEREDINWCONCRETE _ SCALE:I•=I'-D' ""' 'TYP". E;4VE SEC710N`@ WALE—— SCALE STONE VENEEfl • "" FOUNDATION WAU ul - :I'=1.-1- z ...� ... aWc ../. - pd@12"O.0 HORI2..TYP.. s PROVIDE DBLR4TOD BARS LONGITUDINAL BARS. R4 @ 12"O.C.VERTICAL DOWELS,CENTER IN FTG/WALL ' 3 BOTTOM,EQUALLY UP 24"W/VERY.WALL REINFORCING,TYP.ALTERNATE SIDES m WEB BLOCKING,TYP. I' QUALLSPACE.A J. BETWEEN ANYPUTE JOIN ..,ENGTH • AT HANGERS - - a - T.O.F.ELEV.- FDN DUN W'HOOKED ENDS TYP. F,. + y '. FULL HEIGHT OF FROST ' N. l 12 CLIPS EAHURRI HURRICANE SCREW INTO BLOCKING,SEE PUN 2'CIA. REQUIRED NO.OF AIIL.SLMA*BE DISTRIBUTED DBL2x+TOP PLATES TYP. ( SEEARCH. - N m I OPTION:USE STD HOOKED F O * 1 LFOR ARF P. .. ...• ALONG THIS ENTIRE LENGTH + Sim 'H25A"HURRIG E 5 w AL VERTICAL REBAR 3{"THK.qPA RATED - gLTERAT£SIOLS,PROVIDE WEB 18I-16tl(OR STRAP)AT EA.SIDED EACH THF.AP 0 ROOF BLOCKING - -. SHEATHING,SEE PUN ` JOINTU.N.O. �' O Z NOTES FOR NAILING - Ye`THR.PLYWOOD WALL / \ - REQUIRMEWS \` SHEATNING,TYP. �\ - STALE AS NOTED ,+, - 2xfi WALL STUDWALL W/ \ \�\' \ L1aJ STUDS @12"O.C.,ALIGN "' W/TYP.fLOOR101STS .1\_... ... ..\�:..i .{.' 0310612016 OVERHANG,SEE PUN B' DESIGNEDBY:- Li 2.ROOT MFTE0.,SEE ROOF - r WALL 4' FRAMING PLAN .. ..: 1,6" DRAWN BY: Li SIMPSON'Nl°OR } - ` "HI.IA'HURAIEANF CONNECTSINGLECONT.TOP PROIERp: ING.I000I ' TIE,EA.RAFTER,TYP. PLATE VIA 4'LONG TIMBERLOK - -" ?• ....,,..... ..., ......... .......... .... .... SCREWS.STAGGERED @8"O.0 n- .. 11 /�T �L� WALLFMMING STUDS TYP.@]fi'O.G, SHEAR WALL EDGE TO LVLHEADER - '2ND FLOOR OVERHANG SECTION S FOUNDATION SEI.I'lO1V' L JI• NAILING W/Ed _ G SCBI0.3/4`=1'-0" FRAME @12.O.0 IN AREAS OF ANNULAR RING NAILS ,IIEAOER,SEE ROOF ,{� SfaIB 1"=1-0-• +' PRE-MANUFACTURED TRUSSES(IF APPLICABLE) @3'O.0 STAGGERED. '4' ^"�_ -': FRAMING PUN; AND ALIGN TRUSS W/STUD,TYP. REFER TO TYP.PLY CONNECTIONDELAILSFOR —300 VL BEAM TYP. SAVE SECTION @HEADER FOR CONSTRUCTION TYP. LAP SPLICE OF TOP PLATES SCALE:F=I' SCALE.I••I'-D- '. - . p �a GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES °j sly 4e9� F 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301(LATEST I.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"(NDS),AND SUPPLEMENT SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: EDITION),UNLESS OTHERWISE NOTED. r "DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. ~, inghouse.Pc la A.THE MASSACHUSET75STATE BUILDING LODE,STH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE:TYPE lOR2 PO RTLAND CEMENT,SAND AND GRAVEL AGGREGATES.'CONCRETE SHALL BE 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, PO.Box 102 M.1m,a M111x MA 0264E AGENCIES HAVING JURISDICTION. AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH, F'C IN 28 DAYS;WHEN TESTED IN ACCORDANCE OR APPROVED EQUAL,70 MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. - ll WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. Wek..w.wZzly2o�e s.iie1 B.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) 1 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. C.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL CONCRETE SHALL UE AIR ENTRAINED TO 5%(1/-1%). �- 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRES$UE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS SEAL: 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS 9f`•': STEEL. AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS S.THE FRAMING LUMBER SHALL BE OF FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY RECOGNIZED NSF MA OF THE CURRENTAMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. 3.ALLCONSTRUCTION 15 TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALLAPPLICABLE PRODUCT GRADING AGENCY AND SHALL BE KILN DRY. AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THATTHE 5.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR FLOODING. ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPFp2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. v _ CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI,AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI;AND MINIMUM n' 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI.THE MAXIMUM MODULUS OF ELASTICITY(E)=1,800,000 PSI.SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS. - LARS�E'`SEtV m 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE IY2". '�. --. MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS - 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE,UNLESS OTHERWIS STRUCTURAL -4 BUILDING CODE. 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE NOTED.ALL APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. C Cn REINFORCING BARS WELDED 70 A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE IMMEDIATELY REJECTED 6O2 S.THECONTRACTOR SHALLVERIFVALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIORTO COMMENCING WORK. AND REQUIREDTO BE REPLACED AT NO ADDITIONALCOST. 7.THE FRAMING LUMBER SHALL BEOFTHE FOLLOWING MINIMUM GRADE AND SPECIES FORTHE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED ANY DISCREPANCY BETWEEN WHAT 15 SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 11 GRADING AGENCY AND SHALL BE SURFACE DRY: <; BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT T CRSI SPECIFICATIONS,LATEST EDITIONS. DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): 7( 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL -FLOOR JOISTS&BEAMS: I-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH S Q CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM -TYPICAL FRAME WALL STUDS:#2 SPRUCE PINE FIR:FC=1150 PSI,E=1.4E6 PSI ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR CONCRETE COVER: -TIMBERS AND POSTS:PER PLAN SPECIFICATION FOR SIZE AND STRENGTH SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE BOTTOM OF FOOTINGS 3" STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. FORMED SIDES OF FOOTINGS 2" it 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. _ /) FOUNDATION WALLS IYi' i ali 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: SLAB ON GRADE 2"BELOW TOP SURFACE 9.ALL LAMINATED VENEER IUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM'ALLOWABLE COMPRESSION STRESS(FC) A.GRAVITY LOADS: PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH Az -GROUND SNOW:pg=30 PSF 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN.ALLCOLUMN ANCHOR BOLTS THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS FOR HIGHER STRENGTH LVL MEMBERS,IF NOTED AS"LVL(2.0E)",PROVIDE LVL WITH ALLOWABLE -BEDROOMS LIVE LOAD=30 PSF _ SHALL BE SET BY TEMPLATE. BENDING STRESS(Fb)OF 2,600 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI(E.G.VERSA-LAM BY BOISE CASCADE). -OTHER ROOMS LIVE LOAD=40 PSF 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALLCONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-05): HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARD SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). -WIND SPEED=110 MPH; _ PRACTICE SPECIFICATIONS AND GUIDELINES. - -EXPOSURE"C" 1 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER NO 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. ,t , 12.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4"CLEAR BELOW THE TOP OF FRAMING • , - LUMBER TO ALLOW FOR SHRINKAGE. STRUCTURAL DESIGN. 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. - , 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS.PENETRATIONS THROUGH ENGINEERED 14.ALLCONCRETE SHALL BE READI-MIXEDAT PLANTCOMPLYING WITH ASTM C94AND ASTM C1116.SITE MIXING IS NOTALLOWED. LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BYTHE ENGINEER. - c 0 FOUNDATION NOTES 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED.'-REINFORCING SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIALTYPE;IN NO CASE SHALL BRICK,WOOD,OR OTHER 15.LAP ALL PLATES AND SILLS ATCORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. 1.ALL FOOTINGS SHALL BEAR LEVELON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL,HAVING A MINIMUM NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. - ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. j ROLLED EXISTING GRANULAR FILL. - - z 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL ALL SILT,FILL, iA{~ 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL . i INTERIOR WALLS-(2)2%10 EXTERIOR WALLS-(3).2X10 FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT 18.UNLESS OTHERWISE NOTED,ATTHE ENDS OF ALL BEAMS,HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUALTO THE WIDTH OF THESE LOCATIONS. THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"ATTHE INTERIOR WALLS AND 6"ATTHE EXTERIOR WALLS. 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN ^ - 2,000 LB PER SQUARE FOOTARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH ''��� 19,USE 3�4"THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,%"THICK"EXTERIOR GRADE"PLYWOOD ROOF SHEATHING,AND Y,"'EXTERIOR SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. F(•- GRADE"PLYWOOD AT ALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.ALLPLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. Z 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS _ +. O DO NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED ATTHE 1- CONNECTED. SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 F7.O.C. p } SPACING. Q 5.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL. - ; COMPACTED TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY A - 21.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE Ui PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. `. ,METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. W 6.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. 'L 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOILr. SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL. Olt CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING 7 CONDITIONS. - -Y' 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR Z Jr WALLS. W _1 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS U Q PLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO �'+ 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILlS AGAINST CONCRETE SHALL BE PRESSURE-TREATED. - =DW ADDITIONAL COSTOR CONTRACTTIME EXTENSION. D ` t. H" F- /V 25.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF LOB ANNULAR RING NAILS AND LVL'S = O 8.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR 7 >..�s WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS z C Z SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE � !/ �I�/ /(' USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS'. PLACED AS SPECIFIED. L J/ / (. 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH- 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT OR FLOOD LOADING CONDITIONS. h.O PRESSURE TREATED WOOD SHALL BE AI51 304 OR 316 STAINLESS STEEL. 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS I R 27.ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED WITH MANUFACTURER'S NAILS. MATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR CJ� 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN.FASTENERS SHALL BE 8d COMMON SIZE,ANNULAR RING .�'.. VIBRATORY PLATE COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1H:1V)ZONE AND ;v NAILS WITH A MINIMUM 1-Ye"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.).PANEL PERIMETER FASTENING SHALL BE 4"OR 6"ON CENTER g BELOW ALL SLABS. "ma`s STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON SIEVE SIZE STRUCTURAL FILL'(PERCENT PASSING BY WEIGHT) `"°• L CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS).JOINTS IN ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. 8" 100 z 3" 70-100 1 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND REQUIRED97 3/4" 45-95 i TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. u NO.4 30-90 - P_ W NO.30 25-80 t 30,IN NO CASE SHALL JOISTS,RAFTERS,.BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUTTHE C NO.40 10-50 WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. O of NO.200 0-12 'NOTES: THREE INCH MAXIM UM PARTICLE SIZE WITH IN 12 INCH ES OF SLAB G RADE. suLE: h AS NOTED 11.CRUSHED STONE SHALL BE Y"ANGULAR,WASHED STONE(NO FINES)OF LIMESTONE OR GRANITE QUARRY, DATE: a 03/06/2016 COMPACTED TO ACHIEVE AN EQUIVALENT Of 95%MODIFIED PROCTOR DENSITY COMPACTION. DESIGNED BY.- DRAWN BY: u - PROJECT p: ING 16001 Fs , ,1 S-100 'x FFWCONSTR�UCTIO:N] PAGE I OF 3 L s FOUNDATION NOTES: 35'-6"x CONTRACTOR VERIFY •FRAME WALL BELOW DL6 STUDS LDEP@12"O.G,ALIGN W/OILBT REGULAR FLOORHOISTS,TY, 6 1. REFER TO GARAGE FLOOR PLAN FOR HOLD DOWN TYPE AND LOCATIONS. •PROVIDE FULL DEPTHSOUD BLOCKING W/LSE ROM BOTTOM THR,DBL r0� GCVERIFY 14'- "_ NEVI 2ND FLOOR FRAMING NOTES: CONNECT BLOCKING VIA.6"LONG iIMBE0.L0K OR SDWS SCREWS FROM �MiO CUrvP. e LEGEND: - unurN de®9n 1.(SHEATH 2ND FLOOR W/�"THK.APA PATED.T&G,PLYWOOD SHEATHING,NAIL W/ad ANNULAR -PRO VIDE WEB BLOCKING FOR I-JOISTS,AND CONNECT EACH MOIST VIA.SIMP50N"H2.5A" 2 v&ingenuity RING NAILS@6"O.C.AT ALL PANEL EWES AND IN@IT FIELD,TYP.,PROVIDE 8d ANNULAR RING HURRICANE TIE TO DBL WALL PLATE OR HEADER BELOW ON EXTERIOR(SHEATHING SIDE),USE 5-300 \ NAILS @ 3"O.G ALONG FLOOR DIAPHRAGM E W E.PRMIDE CONSTRUCTION ADHESNE AT ALL i. III HURRICANE DES AT EACH LVL BEAM CONNECTION TO ITS SUPPORT BELOW.TYP. `Cl. CRACK CONTROL JOINT,SEE TYPICAL DETAILS SHEATHING TO FRAMING CON TACT SURFACES TO MINIMIZE SQUEAKING. < T.O.CONC.BE,- T C 1 4 4 4 in house.Pc pS HOftIL DOWELS•DRILLANDEpO%Y HILT HYZ00 OR EQUALLY/8•MIN.EMBED. _ 5-300 2.1 PROVIDE FULL DEPTH SOLID BLOCKING BTWN IOISTS ATALL BEARING SUPPORTS,TYP. 1�"x14'LVL(CONT.ENDIOISTI.NAIL WALLSNFATHING BOVE W/(31 OW 9 ( =(-1'-D'I BELOW i.O. I OFBd NAILS@4"O.C.ALONGRI JOIST,DO NOi SPLICE NEATNINGW NIN 1 P.O.Box IOZ DEPTH INTO EXIST.CONIC.FOR WALL AND 2'0•LAP LENGTH W/FOR WALL REBAR, CONC.5WB cQ3 M4r1. NUAMA0264B r MATCH SPACING OF H00.12.FOR WALL REBAR TYP, i p ^'., B.O.FTG @ 4'0" 3. FRAME MIN CR2x WALL PLATE%CONT.ABOVE HEADERS,CONNECT PLATE FROM TOP VIA. 2FT0 RIM JOIST,IVP. R MIN.FROST iIMBERLONSCREWS@B"O.C.W/MIN.3"EMBEDMENT DEPTH INTO LVL HEADER,TYP. phone:508-121-2980 1 H '- - - _----F--' --- --- web: www.ing houmnet D------- �L 3` ILVI`6 rIVP ---�� _ _ ,_�� _ ___cI- N �s EPT lVP 10 �'."i• Y 1 I` ,L �I I LIST STORY SHEAR WALL NOTES: ) TYPICAL SHEAR WALL: EXISTING BLW. 4 _4'2_R O_MA%. I _ SEAL; B.O.FTG @ 4'-0" SHEATH ALL fRAMED WALL50F NEW ADDITION WITH 15/32"THK.APA RATED FRAMING r 2 2 } } MIN,FROST Pl_YWOODSHEATHING,NAIL W/Bd ANNULAR COMMON RING NAILS@ A'O.C.AT (ryOT SHOWN) I I I DEPTH,TYR ALLPANEL E DGES.AND B"01INFIELD,PROVIDE BLOCKING AT ALL PANEL EWES. TO REMAIN 11.... i INTERIOR FLOOR TO O IN P N I5. I MATCHE%ISTING I OF MASS I BUILDING VIA I I THK,REINF. I v � SS CRICORE".ORSIM. I I CONE lV•T EXISTING BLDG.: AND HARDWOOD i m - FLOORING ATOP FDN WALL FDN WALL: SPECIFIED - I'-6" EXISTING BLDG. AND FTG TOi I LEGEND: FRAMING AT ()'LV x14" CONCRETE SIABON I I x 12•THK FTG. CANTILEVERED _ 1 ENSEN REMAIN.; I ARS J GRADE,flFFER TO Cl. CHIMNEY T. TYP'I ARCH. ®® 2%BUILT-UP/ENG.WOOD COLUMNSBELOW C�WALL BELOW TC`MNEN LA A I I ( T,L 6 I v 4l LL DEPTHS LID I,S FOR FLOOR FINISHES J 1 { §8 Li 2x OUILi-UP/ENG.WOOD COLUMNSABOVE C'-�WALLABOVE I LOCKING / TRUCTUR Cl. I $-300CAI y ENGINEE ED _ O PA TITION ALL O DPROD CT) _ § ----FULL DEPTH SOLID BLOCKING @ 8'-0"O.C.(MAX,SPACING)W/ENGINEERED : m BE OW ONL l O N LUMBER,E.G.I-JOIST,ESL,ETC (N TLOAD ARI G f ENLARGE EXISTING IGARAGE OPENINGS VIA I I I I T.O.GONG SAW CUT iO FIT, I I FDN WALL, 1 CENTERLVL BEAM IN FLOOR DECK BELOW POST SUPPORTING WINDOW HEADER I 0g x •'( 1 4 NEW FLOOR i. SEE ARCM. ABOVE LAYOUT,SEE I 4'THK CONCRETE SLAB,REINFORCE I s ) 0 ARCH. 4 Is DRAWINGS,"' I W/6x6W2.1xW2.1 WIRE WELDED T 2 141'2x6 GUILT-UP POST BELOW,CENTER ON LVL OEAMABOVE BI I �O .P I CENTER OF STAB THICKNESS ATOP CHAIR OARS.TYP.SEE ARCH.FOR I Ib (21-2x60UILT-UP POST BELOW,CENTERON LVLOEAM ABOVE r W2)1 •36 ( FULL DEDi SO ID I O Y I VAPOR BARRIER TYP. I i I N m L 'I BLOCKI G( / I ENGI EER D T.O. AI CONC.SUBB I I q WRAP SIMPSGN-INSTCI6"COIL STRAP DOWN THE EXTERIOR FACE OF THE BUILT-UP I WOOD PR DU T) PER ETV.CONTRACTOR VERIFY IN COLUMN ABOVE AND ALONG THE BOTTOM OF THE CANTILEVER LV MIN.END J 6 • I FIELD TO MATCH E%ISTING I I LENGTH INTO POSTABOVE AND AT BOTTOM OF LVLTO BE Z'0",FILLALL HOLES W/ f - I I - lfid SINKER NAILS,TYP. EXISTING MINDBLDG. o o m I •. I INSTALL UPSIDE DOWN AT END OF I-LOST:SIMPSON'U3510/14•FACE MOUNT (NOT SHOWN) HANGER,PROVIDE WEB STIFFENERS FOR JOIST ON EACH FACE NAIL FACE W/ TO REMAIN g Z' O I 6 j - "., •" ":'J.- s-; - I CONNECTLVLBAMS/TO END J015T VIA. CLIPS,NP.ONE EA.FACE. ---- } (141IW and JOIST m -- -- -- _ _- --- -- ____ �� E I 311 I /R\ CONNECTHEADERVIA 1VP 1 I ) A(215MPSON H25A HURRICANE CLIPS TO POST BELOW AT4 2'HEADER; S.(41SIMPSON H25A HURRICANE CUPS TO POSTBELOW AT9 2 HEADER; B.O.FTG@4-0'i TYP.EACH END Of HEADER 'i 10 I _ _ jtL _ .._I 6- �� _ Ll tl J n gs EXISTING BLW.FDN WALL MIN.FROST �. T.O.CONC.WALL ELEV. K 29 1a AND FTG TO REMAIN,TYP. DEPTH.TYP. i". .. =(-1'-O')BELOW T.O. 1 �� SIMPSON'IU32.]J/14•FACE MOUNT HANGER.NAIL FACE WE(12F10d. T.O.AODITION3NDFLOOR 1%'x14'LVL(CONT,END IDIST),NAIL WALL SHEATHING ABOVE W/11)ROWS CONG SLAB 2-STRONGGRIP AT IOIST,ALL NAILS COMMON WIRE MANS SU IFLOOR TO OF Bd NAILS @ 4"O.C.ALONG RIM JOIST,DO NOT SPUCE SHEATHING WITHIN 5-300 MATCH EXISTING BUILDING 2FT OF RIM JOIST,TYR I� SIMPSON"U410"FACE MOUNT HANGER,NAIL FACE W/114I-lOd,NAIL BEAM W/ T.0.2ND FLOOR (6)-10d,ALL NAILS COMMON WIRE NAILS SUBFLOOR 'FRAME WALL BELOW W/2%6 STUDS @ 12.O.C.,ALIGN W/REGULAR FLOOR I-JOISTS,TYP. CONNECT NEW(2)PLY LVL VIA.W LONG TIMBERLOK OR SOWS SCREWS TO FACE OF 'PROVIDE FULL DEPTH SOLID BLOCKING W/LSL BTWN FLOOR JOISTS,TYR. Q 9'-]YLI'E(CONTRACTOR VERIFY) 5•-4 . EXISTING,REMAINING GARAGE HEADER,(2)ROWS@ 8.O.C.,2•EWE DISTANCE AT j CONNECT BLOCKING VIA.6•LONG TIMBERLOK OR SDWS SCREWS FROM BOTTOM THRU DBL Y."_ TOP AND BOTTOM OF BEAMS,TYP, 5-300 TOP WALL PLATES@13'O.G TYP. •PROVIDE WEB BLOCKING FOR HOISTS,AND CONNECT EACH I-JOIST VIA.SIMPSON'H2.SA' 10 SY."xSY."VERSA-JAM 1.8(2]50)POST TO SUPPORT NEW HEADER HURRICANE TIE TO DBL WALL P'101 HEADER BELOW ON EXT.I.R(SHEATHING SIDE).USE (2)HURRICANE TIES AT EACH LVL BEAM CONNECTION TO ITS SUPPORT BELOW,TYP. - ZT-BY,"CANT.2ND FLOOR FRAMING OF NEW ADDITION FOUNDATION PLAN q - Scale:114"=V-0" " 2ND FLOOR FRAMING PLAN Scale:1/4"=V-O" I .. _ _ _ • NOTE: O 1 OLD ANDNEWROOF 3 Q 1 SEE FOUNDATION .. EXISTING RRREMAIIN I FRE ROOF ATRESURFACES SHALL BE L.- OF( PLAN fOR SUBfl00RTONED ON BOTH SIDES 5-300 GABLE.GC TO VERIFY IN OVER- AT LIVING SPACE I �~ FIELD THAT ROOF SLOPE IS HANG W 1Tt ROOF FRAMING NOTES: I 5:12 OR STEEPER. Z LJ 4 1. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS W/SMPSON'H2.SA' Q S HURRICANE TIES(ON EXTERIOR SIDE OF FRAME WALL-PLYWOOD SIDE),RP HEADERS LONGER THAN 4'-0'SHALL BE SECURED VIA(2)-H2.5A CLIPS TO SUPPORTING POST ON EACH END,TYP. 3)14"%A/"L L2.0) (31-2 6 W 2. SHEATHATTICFLOORW/5/8"THK.APA RATEDPLYWOOp SHEATHING,NAIL W/ad ANNULAR RING m30 MAX LY ly NAILS@6"O.GATALLPANELEWESANDIN@11•FIELD,WP. U O E ]. ALL ROOF SHEATHING DIAPHRAGM W/PANEL LONG AXIS PERPENDICULARTOMfTERS, M I W O STAGGERIOINTS)SHALL BE%'THK APA RATED SHEATHING.NAILEDW/lOd COMMON(�.148"OIA.) --- - - - - - --- - - - = G - SMOOTH SHANK NAILS@6"O.C.AT PANEL EDGES AND IN FIEIp. V ROOF DIAPHRAGM BOUNDARY NAILING SHALL BE Icd COMMON(=0.148"DIA.)SMOOTH SHANK LOF Zoz Z PARTITION WALL 4 NAILS@4'O.C,TYP. FULLDEPT lIq BLOCKING pTCH c NOTE: - O f BELOW ONLY • _ ( r, ATIDPOI SOq TO. RAFT0. TO ATC 4 CUTTING OF CEILING FRAMI N O I (NOT LOAD BEARING) 5. ALL ROOF OVERHANGS(AT EAVES)SHALL BE CUT OUT OF 2.ROOF RAFTERS(BIRDSMOUTH). `rf SPA,1VP. CH SIDE R00 E%ISTI GNO F MEMBERS FORFRAMING u~Zi 9' 1 OF ATTIC ACCESS HATCH Z _ _L I_ _ _ __ AT NEWADDITIONROOF Z m I SYSTEM 15 PROHIBITEDI N I 2ND STORY SHEAR WALL NOTES: w O i(2)-21 3o F v f�F f•OC c ATTIC ACCESS SHALL BE Q TT:(2)21 c FY �S C 9n PROVIDED FROM EXISTING 3 CF ,6♦S E RFD . ATTIC AREA INTO NEW j k�OISI F9 f ADDITION ATTIC. - Q ( TYPICAL SHEAR WALL O C tW9F - p SHMTNALL FRAMED WALLS OF NEW ADDITION WITH IS/32'THK APA RATED E%ISTING 1 Fq 1 PLYWOOD SHEATHING.NAIL W/ad ANNULAR COMMON RING NAILS @4.O.G AT CHIMNEY �Q¢ C� FH IFH 9f OfF 0 ALL PANEL EDGES,AND&"O.C.IN FIELD,PROVIDE BLOCKING ATALL PANEL EDGES, TO REMAIN i 1 C S b a y. L.L I OR USE FULL HUGH[5HEATHING PANEIS. I O 2x12 RIOG BOAR �W J+4 �%14/ b+Jlp 2x12 IDGE OAR 3� g - EXISTING oa BUILDING i PA TITIO WALL Y pIJ'O "PGB aJ O �S LEGEND: �'•+�O BELCY V ONL 'P HS RIDGE g52 0009 2C C9 Jr( CCF 2%6@16'O.0 AT PIKE V - lu _ NOTE)AD ARIN)_ _ O� q I OVERHANG,FRAME AT 90 ®® 2.BUILT-UP/ENG,WOOD COLUMNS BELOW O WALL BELOW O u JNrJ S'qL A'FC9 OEGREEANGLE TOSLOPED F~- E%ISTING ( o V a FR CHr 1,1z q Q GABLE END WALL PLATE, U C� 1STSTORYSHEAR WALL&HOLD DOWN NOTES: m a0 FULL DEPT SOLI BLOOMING SOH �' YJS --(,� TYP.CONNECT EACH RAKE �+ W Lp BLW. At3 DPOI TSO 0.00F,RAFTER F9 O RAFTER VIA.SIMPSON ¢ O --FULL DEPTH SOLID 2.BLOCKING METERS AND �'• O C s h JOISTS TO uE, SPA,TYP.ACH DE OF ROOF 5 fl, _ W LSO•CLIPS TO FIRST TYPICAL SHIM WALL: X REMAIN r8 O �- INTERIOR TOP CHORD OF SHEATH ALL FRAMED WALLS OF NEW ADDITION WITH I5/31•THK.APA RATED § ::1•• 5:1 f TRUSS AND PERIMETER SCALE: AS NOTED PLYWOOD SHEATHING,NAILW/8d ANNULAR COMMON RING NAILS@4.O.0 AT 1 ROOF LEVEL: __ _ ROF--�- _ _ _ IOIST,AND VIA,SIMp50N ALL PANELEDGES,ANDS"O,C. FIELD,PgOVIpE BLOC%LNG ATALL PANELEWES, SIMPSON"LRU38Z"FIELD SLOPABLE FACE MOUNT HANGER,NAIL FACE W/(61-lOd PITH "HZ.S 8 HURRICANE CLIPS DATE: - 03/06j2016 OR USE FULL HEIGHT NATHING PANELS. AND RAFTER W/(5)-10d,ALL COMMON WIRE NAILS,TYP. I TO MATCH TO GABLE END WALL ATTIC LEVEL E ISTIN 0.00E PLATE(EXTERIOR SIDE W/ DESIGNED BV: Li RANG Z%ILTATTIC JOISTS VIA:SI MPSON'LUSZS'FACE MOUNT HANGER,NAIL FACE I PLYWOOD SHEATHING). SIMPSON'NDU4-SD52.5"HOLD WWN W/(6)-IOd AND JOIST W/(3)-IOd,ALL COMMON WIRE NAILS,TYP. INSTALL ANGLE CLIPS AND DRAWN BY: u HURRICANE TIES ON PROIECT N; ING 16001 NO- FASTEN W/(]0)-SDS Y.'x2S4"SCREWS TO SHEAR WALL EWE MEMBER,PROVIDE Ye•DIA, ALTERNATING FACES,TYP. DRILL&EPDXY ANCHOR BOLT W/13"MIN,EMBEDMENT DEPTH INTO CONC. - SIMPSON"HUS138-2"CONCEALED FACE MOUNT HANGER,NAIL FACE W/(61-lOd, r 3 r NAIL HEADER W/(6)-10d,TVP. S25 LEGEND: ®® 2x BUILT-UP/ENG,WOOD COLUMNS BELOW O WALLBELOW SISTER MIN.2x6RAFTERS ONTOE%ISTING RAFTERS AT I /N-^oo _ NEW ROOF OVERHANG,FACE SCREW W/3"LONG J L ZJ 2x BUILT-UP/ENG.WOOD COLUMNS ABOVE _�WALLABOVE " TIMOERLOK SCREWS OR SDWS(EIMPSON)@8"O.0 STAGGERED,EXTEND TO CHIMNEY WALL FRAME,TYP. GARAGE FLOOR PLAN 4 $aoo Scale:1/4"=F-D" ROOF FRAMING PLAN FOR CONSTRUCTION ( Scale:1/4"-l'-O" _ - PAGE 2 Of 3 SAW CUT OR FORMED CONTROL JOINT- JSC FILL W/FLEXIBLE EPDXY FILLER 2 s9rOu 00 BAR DIA.LIP (ttPICAL) chiral devgn (TYPICAL) �-- �{ - LVein9enuity I 1-14 BPfl AT EACH SIDE OF OPENING SPECIFIED WWF REFER TO PLAN FOR + • . y I • . ,r "I CENTEREDONWAU_ DEPTH OFWWF 1 ryQ `o ap Psi inghousam , rHA ^" - • • 1-p3LONGATEACH 4y l Mar�Bt—Mill,MA02— CORNER AT MID-DEPTH "I' OF SIR Phone:60B-22I 2980 7\ { L z"(ttv) wek www.��houx.nn Y._,S:c ✓_=,jv✓•� .G? 6 PROVIDE 5_ DVVISTO MATCH 12 MAX. PROMDE CONTROL JOINTS AT F. ALL HORIZ.WALL REINf. I2°MAX. SPECIFIED SUB-BASE LOCATIONS AS INDICATED ON PLAN DIA.OR DIA.OR ` �L SQUARE 308Afl DIA.MIN. SQUARE CONTROL JOINT I S NOTES: ER BARS TO MATCH NOTE: 09 ��OF M tl R� 1.SAWCUT JOINTS ARE TO BE CUT WITHIN 12"OURS OF CONCRETE PLACEMENT. HORIZ. NF. ALL HOLES SHALL BE FORMED OR CORED.IF �Oq •'1V 3. PROVIDE VAPOR BARRIERPROVIDE CONTROL INTS AT PERARCH?IONS AS INDICATED ON PLAN OD ED,ALL CORNERS OF SQUARE OPENINGS SHALL BE CORED FIRST BFFORE 3ry 9C WALLS SAW CUTTING.OVER CUTS ARE NOT B J ALLOWED TYP. SLAB CONTROL JOINT DETAIL CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY 'INTERSECTION O I-ARS IENSEN 1� SCALE:N.T.S(SCHEMATIC ONLY) STRUCTURAL TYP. CONCRETE WALL REINFORCING DETAILS / TYP. REINFORCING AT PENETRATIONS O 5Q6O2 SCALE:N.T.S(SCHEMATIC ONLY) SCALE:11-1'-0' 0 No. �4 `S 10 A z 2-PLY 3- IN PLY 4-PLV (21NOTESF FOR SHEATHIAG j NOTES FOR ROOF SHEATHING � ^ (' r FULL DEPTH SOLID TYP.ROOF TRU56: 2%6 COLLAR TIES @ 16'O.C.,CONNECT EACH END W o!L ° BLOCKING,SEE PLAN @,6 OC /Z/Z`aROOd FACE AILS,TYP. PLY FACE NAIL CONNECTION,SEE PLAN • 3 OS Y,P�EN VNG ECp�Nf9pTFRt ; NAZIS @51i0FO.C.. 12°O.C.,EA.FACE,TYP. TRUSSLOKSECAREWs @ 16� 5-300 ' \SCEP�N.11 Og,, NI. 12 6"/s ATTIC 5 F�/cS • SEE PLAN SHEA G / / 2—CEILING TIES. / SEE PLAN FOR I-AP IOI CONNECTION • TYPICAL MULTI PLY LVL CONNECTIONS DIAPHRAGM EDGE f O 2.BLOCKING (V-NTOTCH BLOCK FOR �'n � � • • � // � \�� ) H VENTILATION) L_J/ 216"HANGER'F1RCEIUNGTIE1, SIMPSON'H2.5A' SEE PLAN AFT.NAIL TO TOP CHORD RAFTER ON SIDE OF LIPS HURRICANE C EA. RIDGE BOARD.AND SIDE OF CEILING JOISTS.TYP. 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FOUNDATION WALL TYP.PROVIDE SIMPSON"BPS 3$-6"'BEARING W SHEATHING,SEE PLAN CONNECT 2.BOTTOM PLATE VIA PLATES(H.D.G.)@ EACH ANCHOR BOLT.TYP. C (lI-2%6 F.N.KING STUD NOTES FOR NAILING (2)-0"LONG TIMBERLOK SCREWS@ .MA%9TWN SEE PLAIN FOR TIEDOWNSTRAPS,EMBEDDED IN CONCRETE. t2"0.0 TO FLOOR JOIST&RIM JOIST. • REQUIRMENTS PLATE WASHER - R Z- _ &TNT.FACE OF W 'APA RATED,i&G PLYWOOD SHEATHING = < aZJ J (2)-2%61ACK STUDS FLOOR SHEATHING,SEE PLAN FOR PROVIDE CONT.ASPHALTIC BOND BREAKER COATING,ttP. (••) (U.N.O.)ATTACH TO • NAILING REQUIREMENTS,TYP. T.O.W.ELEV.=SEE PLAN Z )-- KING STUD W/16d DIAPRAGM EDGE NAILING W/10d PROVIDE d"THK.REINFORCED CONCRETE SLAB PER Q W rFR.AM1,NG SEE ROOF FOUNDATION PLAN NAllS LVL PERIMETEfl JOIST @ 3"O.C.,TYP.INTO BLOCKING h �r• F— STAGGEREDANO SIMPSON-Hl"OR &UPSIDEDOWNIE,EA'HIFTER, NE ( I T.O.SCAB ELEV.SEE PONALTERNATE SIDES HANGERS,SEE PLAN >TIE,EA RAFTED,iVP. ERI.LOC SUPPOG,TYP. FINISHG UBRG SUPPORT,ttP. 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CLIPS EA.JOIST,ttP. 4 C C ti 3L'THK,APA RATED ALTERNATE SIDES.PROVIDE WEB IS)-I6d(OR STRAP)AT EA SIDE OF EACH PLYWOOD ROOF BLOCKING • ¢ ¢N IOINT U.N.O. SHEATHING.SEE PLAN r• 1 d NO TES FOR NAILING 1f'THK.PLYWOOD WPLL REQUIRMENTS SHEATHING.TYP. 2x6 WALL STUD WALL LIGN • � STUDS @ E'O.C..ALIGN `v'}Y• �. .,:.., SCALE: AS NOTED W/ttP.FLO0RI01STS DATE; 03/06/2016 OVERHANG,SEE PLAN H DESIGNEDBY: 2.ROOF RAFTER,SEE ROOF j_ WAL FRAMING PIN BY: Lf SIMPSON"Hl"OR , PROTECT#: INC 16001 "H2.SA"HURRICANE CONNECT SINGLE CONT.TOP TIE]l Jt_ ,EA.RAFTER,TYP. PLATE VIA 4"LONG TIMBERLOK _._ TOLVILCREWS.HEADER Rfo@B•Ec 2ND FLOOR OVERHANG SECTION FOUNDATION SECTION SHENP WALL EDGE TO LVL HE //�\\ WALL FRAMING STUDS,TYP.@ IF O.G. AILING W/8d L $CBIC:3/9'=l'-0' FRAME @ 12'O.C.IN AREAS OF ANNULAR RING NAZIS I 1 HEADER SEE ROOF Scale 1°=1-0° PRE-MANUFACTURED TRUSSES(IF APPLICABLE) @3.O.0 STAGGERED I u— FRAMING PIN; AND ALIGN TRUSS W/STUD,TYP. J REFER TO ttP.PLY /•—�o o CONNECTION DETAILS FOR J LVL BEAM I TYP. EAVE SECTION @ HEADER TYP. LAP SPLICE OF TOP PLATES SCALE: D' FOR CONSTRUCTION SCALE: 1. PAGE 3 Of 3 r I HEREBY CERTIFY THAT THE EXISTING FOUNDATION SHOWN HEREON IS LOCATED OWNER OF RECORD AS IT EXISTS ON THE GROUND. O. h� Cheng, Peter H. * Shang Yee Certificate #171320 DATE — rrnnAll, Land Court Plan 20239-C , 5p guiier "J \A- Assessors' Map 232, Parcel 021 ne � � . ZO / w ° LOT 6 �( �s P.L.S. O'REILLY -. � x v h J� Q Area= 0.3± Acres r �'' �-4 OQ' s Uri O h Zone — x m � BENCHMARK: �a � r — Dc Top of PK Nail in Pavement EL 39.9_ (1988 NAVD) FAG 39 F Mill �c J 3 o = o ti J0� g\ CERTIFIED PLOT PLAN SHOWING EXISTING FOUNDATION /m AT � /�a�a 393 LAKESIDE DRIVE WEST, CENTERVILLE, MA PREPARED FOR t PETER CHENG 0 20 40 GO SCALE I"=20' MAY 23, 201 G G:\AAJobs\Cheng 8042 -393 Lakeside Drive We5t\dwg\8042.CPP.dwg Drawn by: RFR JMO-8042 J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street, P.O. 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