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HomeMy WebLinkAbout0017 SIXTH AVENUE (HYANNIS) jr ;� .. ���� I� i' `� i i i � � i i � I i � � �, F i �� i \\ =w o Z Ih o� W fvQi N wI� .a-�. m, � 1 Oro.,•.. �Z - -- m — x z - N �z NM MAL .. 0 BREW CRAWL 9PACE�� xWxvrwRAMMM ' O . 0d �.�..aE•.,x. a�,x»ma�r.�d ,�. $ wvmmuw.e. - E. ' - cwnaa .. uxAaca-mr l} {J �"s • - oast aAWL sruc r ml n /Nnu ram: IVL o . � • wm unwa.�xunrmvvwuww.n mv.rzwm..ax®wuvnrraErmvex i y��wry / Z` ?e LLI [e�J --_--------- w�aon�vee rz�w C Z v l BABENENT� ly 2�5`ab`e vG rswEER�wl ATIIS: 6 o�eaby' ll Q� PQP� A1.0 S r�� _ � y . n 'Yv".a+e n1;hB'� '.. 15��y¢ .E• �e �t#.. �iY6� �^2qy�,.� r�yv �y,�4 �Y i , a r'4 ryu� ME si t N1 �. �s ' b .-8 10 61 1-7 e4A7 ffy v r i e I f_. r+7 T n° � f t _ } ✓ njANt rcm'7 zk-Y yg t T 4 Le y r•. a '� t.N mx 4 YA: ll a T 3 �� i Town of Barnstable Building .1 * BA1WMz3fA[e .'�:,�t�This CCearrtdif iScoatTeh oaft Ortc�csuV ias inbcl e:iFsr oRme tuhiree Sdt�r'seuecth;BAu p;i pld romv edsh Pallal nNso Mtbues tO bcec uRpe�teadin'uendt�olna JFoinba al nIndspt heicst iCoanr dh�aMs ubsete bne mKae dpte s� Permit 1$Pos Wdoste e ahe Permit No. B-19-535 Applicant Name: ARTHUR L DOLGOFF Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 10/08/2019 Foundation: Location: 17 SIXTH AVENUE(HYANNIS), HYANNIS Map/Lot 246 146 Zoning District: RB Sheathing: Owner on Record: SULLIVAN, ELIZABETH E TRUSTEE F i gw ContractorvName .ARTHUR L DOLGOFF Framing: 1 Address: 35480 WILLIAMS COURT ' Contractor License CS-004276 2 WARRENVILLE, IL 60555 Est Project Cost: $10,000.00 Chimney: Description: demo existing sf home q Ff Permit Fee: $125.00 f �. Insulation: Project Review Req: jy `Fee Paids $125.00 Final: Date 4/8/2019 * ` Plumbing/Gas i Rough Plumbing: Building Official -€ a Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afteF issuance. All work authorized by this permit shall conform to the approved applicatio hand1iheyapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures3shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street&.road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. f r z Electrical 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: Service: 1.Foundation or Footings k Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before fir est flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy tow Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Perso on . g with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site < All Permit Cards are the property of the APPLICANT ISSUED RECIPIENT Final Town of Barnstable � � .� . .Building aPostThis Card SoThat rt is Visible From_the.5treet Approved,PlansMu L be,Retamed on,Joband this Card Must be Kept + •,�xwsrescs a .3 3 :: � . :: ,_ sg w $ t. a y,, • 6 �Postd Until Fina�Inspect�onHas Been Made �� "\ z p yam +° W.herea Certificate'of Occu anc, is Re uired,,such Buildirg shall Notbe Occupied"Gntll a Final Inspection has>been made Permit lily Permit NO. B-19-536 Applicant Name: ARTHUR L DOLGOFF Approvals Date Issued: 04/08/2019 Current Use: Structure Permit Type: Building New Construction-Rebuild After Expiration Date: 10/08/2019 Foundation: Teardown Map/Lot 246-146 Zoning District: RB Sheathing: Location: 17 SIXTH AVENUE(HYANNIS),HYANNIS. ' a _ Contractor Name ,,Art Dolgoff Framing: 1 Owner on Record: SULLIVAN, ELIZABETH E TRUSTEE ;Contractor:LiceimL.494171 Address: 3S480 WILLIAMS COURT - - ' ' Est Project Cost: $340,000.00 . Chimney: WARRENVILLE, IL 60555 Y '���� 1 �''1 Permit Fee: $1,834.00 ;y Insulation: Description: rebuilding SF HOME HOME 3 BEDROOMS ,Fee Paid:; $ 1,834.00 r z Final: ` Project Review Req: Date 4/8/2019 t Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and°the approved construction documents for whichthis permit has been granted. All construction,alterations and changes of use of any building and strktures,shall be in compliance with the local zonngfby laws;and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ; Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by`the Building and Fire Officials ace,provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work. , � V, Service. 1.Foundation or Footing 2.Sheathing Inspections ' Rough: 3.All Fireplaces must be inspected at the throat level before firest flue_limng is installed _g , ••.. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health "Persons contractin with unregistered,contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: J ------- __.- .. y OF1HE ! JU J O `P APP is on Nber.. �_... . 1F # v� 4 . 0 1 ' MASS. �j �G Permit Fee.......................................Other Fee........................ i 'FD659 PAA�A`� ccn c-,C), Total Fee Paid...�. .... .I � .......`..<.. 1.... ...... i TOWN OF BARNSTABLE Permit Approval ly.....�.'�!? ....................On....��°. BUILDING_ PERMIT Map..A.- Ito..................Parcel.........�..1.. ......................... APPLICATION Section I — Owner's Information and Project Location Project Address_ /7 &Id-y4i�f Village AI)'T�AIV 5 Owners Name , - Owners Legal Address City /`� State Zip © ✓ J�Jr 1, { Owners Cell# 3/ _ ,j q _30 3 7 E-mail 6/= T/1 -Is t)/Ir lr,4G✓ g) S,&G a&6A J 6 vCT Section 2 _Use of Structure Use Group_fl,___ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling f" Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm i Rebuild ❑ Deck Apartment E Sprinkler System f Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify, Section 4 - Work Description i R f i k Last updated. 11/15/2018 e ' t Application Number.................:.................................. Section 5—Detail Cost of Proposed Construction h U. ociG Square Footage of Project_ 7�U Age.of Structure /q ,j — Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 3 110 MPH Wind Zone Compliance Method MA Checklist WF p ❑ st ❑ CM Checklist ❑ Design 0 Section 6—Project Specifics ' 6 p� < Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney Add/relocate bedroom i Water Supply Public ❑ Private Sewage Disposal ❑ Municipal - On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: ? I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) i Setbacks Front Yard Required Proposed Rear Yard Required Proposed ] g Side Yard Required Proposed j Has this properly had relief from the Zoning Board in the past? ❑ Yes ❑ No i Last updated: 11/15/2018 Comm onWealth of Massachusetts Standards y Division of Profeula ons and sure Board of Building Reg >a Hs. rvisor Constrt?ctlon 1211112019 1i j� ires' CS-004276 ' l ARTHUR L DgLG4FF a r 19 MCCORMIC, DR SST BARNSTAB,E. 2-N� Commissioner 6� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual, Reaista'tion Expiration '19417�1 01/09/2021 ART DOLGOFF ART DOLGOFF 19 MCCORMICK DR ' WEST BARNSTABLE MA 02668-1430 Undersecreta r r. } ` Registration valid for individual use only before the expiration date. If found return to: office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,MA 02118 „ Not valid Without signature r - 00 RESCheCk Software Version 4.6.2 CompHance C ertfflcate Project New Construction Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,300 ft2 Glazing Area 16% Climate Zone: 5 (6137 HOD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 17 Sixth Ave. Dolgoff Art W. Hyannis Port, MA 02672 19 McCormick Dr. W. Barnstable, MA 02668 Compliance: 5.8%Better Than Code Maximum UA: 417 Your UA: 393 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home, Envelope Assemblies an Ceiling 1: Cathedral Ceiling 2,730 38.0 0.0 0.027 71 , Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 94 0.400 38 Wall 1: Wood Frame, 16" o.c. 2,112 21.0 0,0 0.057 100 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 280 0.300 84 Door 1:Solid 20 0.270, 5 Door 2:Glass eo 0.310, 19 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,300 30.0 0.0 0.033 76 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.' Name-Title Signature Date Project Title: New Construction Report date: 01/30/19 Data filename: Untitled.rck Pagel of 9 Efficiencyi is f Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.31 Skylight 0.40 Heating System: Cooling System: Water Heater: Name: Date• Comments THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A- �C&' L f-'-- F- DATA M� d"' x � • Oa IaTE t fie. �•~ '� ry - St f , f ----------------- The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Invesfigations IF 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):�i i. Y&— 194 Dc-)A(/1� Address: / .� /G G Oft!�I/G L City/State/Zip: Lk s'3A Phone#: ^� 8 3 G c�-- 7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I .. employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.Z I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.ftmu nce Comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 4 d] officers have exercised their 11. Plumb' repairs or additions 3.❑ I am a homeowner doing all work ❑ � myself.[No workers'comp: right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp,insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractor;have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. L ' - Insurance Company Name: li'Jfjz Policy#or Self-ins.Lic.#: L/ 2-,)'J8"Expiration Date: Job Site Address: City/State/Zip: f� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties qfy erjury that the information provided above is true and correct: Signstore Date: 9 9 Phone#• Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public.work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Indusftal Accidents Of.fice of Investagat iom 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia r EVERS�ia R 247 Station Drive. ,v C WestWood,.Massachusetts 02090 :ENERGY March 1.2, 2019 Elizabeth.Sullivan . x 3S. 480 Williams Ct Warrenville, IL 60555 RE 17 Sixth Ave; W Hyanrn port, MA:02672 Dear Elizabeth Sullivan: At Eversouree; we're committed to delivering great service.- This letter serves;as Confirmation that; as`of 3/12110 the electric SerVioe to 17 Sixth Ave;W Hyannisport, MA 02672, has been removed: Based on this information, there is no electric power at this address and you`:may proceed with.the demolition. If;J/ou h8ve any gUe8tions,.please:contact:me at- (888) rely, Wanda Pimentel Electric Services Support Center c P1,C,P3E14o11 £ ;, { ., Deparknent of Public Works 47 ow Yarmouth Ra. P.O.,Box 328 Water,S:upplV Divi'si'on HyaonFs,MA. 02601-0328 y U .508-776-0083- Hyannis Water System Operations FAX:!M&79&i 313 i March 74,201.9i Town.of Barnstable F Building Inspector Town Hail Hyannis,.MA 02601 CIO � R& 17 Sixth.Avenue—MAN 60.01.56,•--M4VTaMI; 246-146 Dear Sir: Please be advised that the above water service was shut offal the curb stop and the meter removed on December 5,2018. The owner has satisfied the requirements of the Water.Department,, , If there are any questions please call me at.#509-775-0063—extension#3515.. Sincerely; �ayne tarok Hyannis Water system r� PCr��:t dam OFF. too , a ~ (D* • Y x s ° 5 .� April4,2619 -e _ aw coy 17 @h Avn.Hyannis 09 La This letter is to no*you that after our investigation it has been determined that the gas senice 17 61h 4ve,Hyannis was ibtnd to be cut-off on 3/23/2019. - jTlik letter DOES NOT preclude the excavator or homeowner from calling 811 before commencing any work. State law requires anyone planning underground excavation worts to notify local utilities by caliin� ;811 to get your underground lines Identified for you prior to doing any digging.lho call to 811 to IMF nof a as cut-off DOES NOT LAW and must be made In advance of starting work.This confirmation letter 99 � relieve the exquvator_of:making the call to 811._)t is a Stato Law roqulromont If'you have any qu@atlons,please feel free to contact me at 781-907-3728 Thank you, a ' Colin Calvin nationalgrid i The Hanover tnwram Company 1440 Lincoln Street Worcester,MA 01653 aAN1 n �r Mons Insurance Company of America 1645 West Grand River Avenue.Howell,Ml 4MA3 Insu1'dnC y2p- Massachusetts Bay Insurance Company 1440 Lincoln Street,Worcester,MA 01653 STREET PERMIT BOND License No. Bond No. BLND878558 KNOW ALL MEN BY THESE PRESENTS, that we, ARTHUR DOLGOFF Of: 19 MCCORMICK DRIVE WEST BARNSTABLE.MA.02668 r as Principal, and ® The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars , good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to omen occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm, curbing, street or way in said Town or City Of HYANNIS NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH,,That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt"by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. LU N ca I_ ignid, sealed and dated the 4th day Of Apnl 2019 c� Ln 0 Q: ARTHUR DOLGOFF G7 (> Principal By: VV (Seal) t,tt11543'4tri8lf,� - . ® THE HANOVER INSURANCE COMPANY ❑ MASSACHUSETTS BAY INSURANCE COMPANY 197 �y s ti_ By: JO SH RA, Attorney-in-Fact '<`riiitiiuttai` The Hanover lnsurance Company 1440 Lincoln Street,Worcester,MA 01653 r CMZ-s tnsuraM Company Of Amerlca 1645 West Grand River Avenue,Howell,M!48843 Insurance rouP- Massachusetts Bay Insurance Company 1440 Lincoln Street,Worcester,MA 01653 CONTINUATION CERTIFICATE Principal: Bond No.: BLND878558 Date: April 4,2019 ARTHUR DOLGOFF s 19 MCCORMICK DRIVE Continuation Term: Street Permit WEST BARNSTABLE MA 02668 From: April 4,2019 To: April 4,2020 Obligee: Agent: TOWN OF BARNSTABLE M.K. Lovelette ins. 367 MAIN STREET PO Box 836,PO Box 836 HYANNIS MA 02601 West Yarmouth.MA 02673-0836 Bond o d Amount: $ $5,000.00 Premium:$$loo.00 It is hereby agreed that the above referenced captioned numbered Bond issued by The Hanover Insurance Company hereinafter the "Surety") .� is continued in fore i y ) e n the above amount for the Continuation Term period of the continued term stated above,and is subject to all the covenants an d conditions of said Bond. This Continuation Certificate shall be deemed a part of the original Bond, and not a separate obligation, no matter how long the Bond has been in force or how many premiums are paid for the Bond, unless otherwise provided for by statute' or ordinance applicable. Surety's liability under said Bond and for all continuation certificates issued in connection therewith shall not be cumulative and in no event shall the liability of the Suretyexceed the amount as set forth in the Bond or in any additions, riders, or endorsements properly issued by the Surety as supplements thereto. In witness whereof, the company has caused this instrument to be duly signed, sealed and dated as of the above "continuation effective date." The Hanover Insurance Company ' s •!.�art:. a,� ��� By: Attorney in, ac, CC: 3205267 F Bond Number BLND878558 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERE THIS PowerofAttomey-limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan,(hereinafter individually and collectively the"Company")does hereby constitute and appoint, JOHN J MCSHERA Of: M.K.Lovelette Ins.,West Yarmouth,MA each individually, if there be more than one named,as its true and lawful attorneys)-in-fact to sign,execute,seal,acknowledge and} deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings,or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations,in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Street Permit in the amount of: $5,000.00 That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force anct effect:' RESOLVED: That the President or any Vice President, In conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in Its name and as it acts,to execute and acknowledge for and on its behalf as surety,any 1 and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attomeys-in-fact shall be binding upon the Company as If they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent,as if,all signatures therein were manuaQy affixed,eveA thoygh W W more of any ouch signatums thmeon may be feoeirmile. (Adopted October 7, 1981 —The Hanover Insurance Company;Adopted April 14, 1982-Massachusetts Bay Insurance Company;Adopted September 7, 2001—Citizens Insurance Company of America and affirmed by each Company on March 24,2014) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 19th day of July,2018. THE HANOVER INSURANCE COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY IN RANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE ANY OF AMERICA CITIZENS INSURANCE COMPANY OF AMERICA Brya J.Sat re,E) ive resident Jrs H,Kawiecki,Vice Pr sident THE COMMONWEALTH OF MASSACHUSETTS) say. � � NTIrt ` ia� wa COUNTY OF WORCESTER On this 19t" day of July, 2018 before me came the above- named Executive Vice President and Vice President of The .Hanover .insurance Company, Massachusetts Elay Insurance CompoAy and Citizen tnswanae Company of America,to me. personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding i Instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens' Insurance Company of America, respectively,and.that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by th addigedioffing an,fiLramidatlen. LEEN V. SIMONS Notary PublicOOF MASSACHUSMS Arlaeh .Simons,Notary ublic Commission Expires My Commission Expires June 15,2023 I,the undersigned Vice President flij usetts Bay insurance Company and Citizens Insurance Company of America,hereby certify n foregoing is a I.true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts,this 4th day of April 2019 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CI1 S INSURA CE COMPANY OF AMERICA CERTIFIED COPY ' N- f .. ----% Carrick A,BIIgh,.Vlca..Ere ident ;S Application Number........................................... Section 9- Construction Supervisor Name Telephone Number o'g 34"t/i 9 Address 1-11141r_ City W. State _Zip O G G License Number 00`Yj�7 6 License Type Expiration Date Contractors Email �T�y.TZ��o�� • C ri�y Cell# `'O g Q y 3V I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date y Section 10—Home Improvement Contractor Name Telephone Number I-6 8 .3Z Address City WB State 4,_Zip o,�2 G G Z Registration Numb er_19 '7/ Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR.the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature � Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date ,� Print Name �r�y�- Z• 00�GG�� Telephone Number E-mail permit to: rZA /boZW C/16-0/--/r- ' CO Last updated: 11/15/2018 Section 12—Department Sign-Offs — Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization i I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner , . date Print Name 6' ti 5 I h Last updated:11/15/2018 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map % � Parcel tLl( ,a a Permit# �a .�tl�,VN OF Pr. i S°T/f3LE s Health Division �� _2-1 y 3 7� Date Issued C �- 6 Conservation Division J d�� 24 PM j: 33 Application Fee / O Tax Collector (0//�0lQ-:z Permit Fee Treasurer tj`SiGP SEPTIC SYSTEM MUST BS ' Planning Dept. r 1:%5T�4LLf�D IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AW Historic-OKH Preservation/Hyannis TOINH REGULJITfONa Project Street Address r7 � e�uts= Villagef�iP7- L Owner ly�g A/�> tfifi'P rL yA) Address A-a o ftE g r sk, ZIDff_1FwK_'�P e.+,cW_-Swp4rj TelephOWES-E- TYn3 6-13 -4-0d0. 7FD-_,2� , RYRrv�v s' Permit Request 1 d C-F L►4c m c9?SI A E FIFOIV lrco r? Square feet: 1 st floor: existing proposed 2nd floor: existing , proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type:.Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure ' DNS. Historic House: ❑Yes VNo On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full : ❑Crawl ,Walkout ❑Other Basement Finished Area(sq.ft.) - Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 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: Gas ❑Oil ❑ Electric O Other Central Air: ❑Yes ❑No Fireplaces: Existing _ 'New Existing wood/coal stove: ❑Yes 0-No_, - 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 0 Appeal# . Recorded Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION 'Name tlfPJ/VEe/-acom-ip r Al le 1411n/ So c 00-n/ Telephone Number S-0,9- 7 ID '7 Address / 7 674 X r/,�• License# /.e1e-S 7- 14YA4.1�101 S Flo 47 / 14 Home Improvement Contractor#M y Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU;R1�'I DATE .L/-o`�� ,Y s • s �, 4 ti FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED . r MAP/PARCEL NO. i i ADDRESS VILLAGE t OWNER -- �r , r" DATE OF INSPECTION: l FOUNDATION 7 FRAME INSULATION ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL `•s FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. :Town of Barnstable Regulatory Services . i =pBxsTAHLE, _ Thomas F.Geller,Director xess. 94�,,rE p► j"�'� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-$62-4038 • , Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME RaROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which.are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements, i Type.of Work:jS�p L r in1G L"A -4T i Ro`�!Se Estimated Cost I O� Address of Work: 17 rn�' Owner's Name' P115WA-l2� Date of Application; u sJ e a- d 1 a o I hereby certify that: Registration is not requir6d for the following reason(s): []Work excluded by law [Zlob 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 IMPROVEMENT 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. OR . �p8 3 fe Owner's Nyme f The Commonwealth of Massachusetts -- = - Department of Industrial Accidents Office 0f10Fes08900s _ 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit L L 1 v iq ► name. ' cu r1� location � d ci �S T (� -lU all work myself. 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I und derein the form of a STOP WOE ORDF�i and a floe of$100.00 a day against erstand tbst a one years'imprisonment as wen as civn penalties copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and enalties of perjury that the information provided above is true and correct ' Date Phone# Print name ' kill oMdal use only do not write in this area to be completed by city or town official perndt/llcense# __ ❑Building Department city or town: ❑Licensing Board ❑5electmen!s Office checkHimmediate response is required ❑Health Department phone#; ❑other contact person: (wised 9/95 PLQ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repairdeemed to beemployer.wl house or on the grounds or e of such employment be thereto shall not because building appurtenant� MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage,required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box�tapplieess toll ursituation and supplying company names, address and phone numbers along with a certificate Y be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and }:_ date the affidavit. The affidavit should be retumed to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. ewzllllllll City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event.the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permrtllrcense number which will be used as a reference number. The affidavits may be returiiRlo the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhone #: (617) 727-4900 ext. 406, 409 or 375 RESIDENTIAL: SHEDS -POOLS -DECKS-OPEN PORCHES- GAZEBOS FEE VALUE WORKSHEET ACCESSORY STRUCTURES >120 sq.ft.(Sheds,gazebos,etc.) >120 sf-500 sf $35,00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS x$30.00= $ (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATIONIMOVING $150.00 $ (Plus above fee if applicable) PERMIT FEE $ 4 6 1 Q:forms:dkcost eff:082301 1, The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LO AT ION: /- C 71t number street village 7 "HOMEOWNER": 167�u/�/?1� fIA rc y SvCLjJ1 rr� name home phone# work phone# CURRENT MAIUNGADDRESS: 1 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. ]DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures.uctures. A person who constructs more than one home in a two-yeas 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 Wmeowner A roval of Building.0fficial P P . . ' • Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply withthe State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed-Supervisor. The homeowner acting as Supervisor is ultimately responsible. T�P„CIITP tn�r flip.homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit . E:•t3i u CRA IC Vl� ROA D '' 86.68• - LOT h oT 430 0 N do.00' of OT 432 0 �I . � goo.oo' - m oLOT 37f �I 434 = SE PAR T 61 OT 'O 436 26.3' , o �ry 611 ti LoT ..433 tz OT \ ' 86 45' T 615 T 440 j Lo. LO D.00_ 6�3 T 442 LOT • LO RES. ZONE. RB This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- C _Iy�SZHy�gLVN�P�l� — — _ Bank U`se Only TOWN: REGISTRY OWNER: EDWARD J SULLIVAN. JR. DEED REF: -J?�5,L10— — — — _BUYER: _EDIYARD JWc RAR Mrl -Sl1LLTVAN — DATE: %5/o_ _ _ — — — _ PLAN REF: 341Z3 _ —SCALE: I HEREBY CERTIFY TO CAPE —�,8�K_-________-- — ---- _A_N_DTR_U_S_T__C_0_M_P_A_N_P__ _ ___THAT THE BUILDING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS ` -;�� YANKEE SURVEY SHOWN AND THAT ITS POSITION DOES CONFORM TO THE ZONING LAW SETBACK REQUIREMENTS OF THE °� "'�Hcr. I CONSULTANT'S ME �' 1•'. 1 TOWN OF ---I3ARNSTABLE----- _----AND THAT � ""' 143 ROUTE 149 IT DOES_ 1�OT_ LIE WITHIN THE SPECIAL FLOOD H4,ZARD `' ' MARSTONS MILLS, MA 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_8_19 85 �''� '' ' TEL 428-0055 Co unit.v—Panel B ,250001 0008 C —1 --- PAU�M�RITHI,S ----- THISPLAN NOT MADE FROti AN INSTRUMENT. j SURD EY: NOT TO BE USED FOR FENCES. ETC. 6264 FA t i if 2,4 %: FS CRA ROAD 86 68' _ ham. LO T 430 0 057 ica o a _ 100.00' o SOT 60— o — - - - - - o .T ,OF 61.9 to T PAR T OO A 26.X SOT 61 q 38 l OT T 615 OT 440 100.00 L0T. 613 LOT q,42 , . RES. ZONE.• RB This . MORTGAGE INSPECTION Plan is For FLOOD ZONE.- C TOWN: _jwsz- T — _ : EDBank Use Only WARD J SULLIVAN JR. DEED REF: � 5 _ — — — _REGISTRY OWNERBUYER: ED1JARD JTc RA —Z —5ZQ AY,7W DATE: . — — — — — _ PLAN REF: 34123 _ _ _SCALE:1"- 50___FT. I HEREBY CERTIFY TO CAFE CQj�BE�NK ______ - - AND TRUST COMPANY ________THAT THE BUILDING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS YANKEE SURVEY j SHOWN AND THAT ITS POSITION DOES CONFORM �' "-`s CONSULTANT'S TO THE ZONING LAW SETBACK REQUIREMENTS OF THE TOWN OF _ BARNSTABLE '' �'� %s;, 143 ROUTE 149 __AND THAT , IT DOES_ NOT _ LIE titiZTHIN THE SPECIAL FLOOD HAZARD j. . ,;.;: MARSTONS MILLS, MA 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_f1918 TEL 428-0055 Co unity-Pint-1 P 250001 0008 C a�-�gg THIS PLAN NOT MADE FROM AN INSTRUMENT. PAUL A. MERITh L SURVEY. NOT TO BE USED FOR FENCES. ETC. 6264 FA 1 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION Number Street address Section of .7town L�15Gv`¢-R� j � i . "HOMEOWNER" LY/U SU�L!U!� /�®���j ��i �l'�� Name Home phone Work phone PRESENT MAILING ADDRESS l 7 j'ff "62 City town State Zip . ode The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six 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 buildingermit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the St Building Code and other applicable codes, by-laws, rules and regulations. at The undersigned "homeowner" certifies that he/she understands the- Town of Barnstable Building Depar ent minimum ins ction and that he/she will com p procedures and requirements � y ith s p o •� ures and-�re uire en HOMEOWNER'S SIGNATURE f / APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be re uired to comply with State Building Code Section 127. 0 q Construction Control. 1 7 HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which 'a building permit is required shall be exempt from the provisions of this section (Section 109. 1 . 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person (s) for hire Ito do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of' awarenes often results- in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home Owner actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, .man communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. _r Ass`essor's office(1st Floor): Assessor's map and lot number Lt 7ZIWZ "- °'°'��. THE j Board of Health(3rd floor):Sewage Permit number JL- /` � G. F ud ( Lf? 5 = DAD39TADL[ i Engineering Department(3rd fl0 �u � "E<� � rua �� �� °o sa House number 4 so• ���' Definitive Plan Approved by Planning Board 1<J REGULA '101q �0 axe 6 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO r 7 V d S` TYPE OF CONSTRUCTION { �`D�•' c �'�✓%Z�m� �'� (�a.�Zi� /✓c�_� 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 6/Z Proposed Use \ / Zoning District Fire District Name of Owner ' � S,& <�, Address ys� 44Ll/ Name of Builder Address— Name of Architect Address use Number of Rooms 61yu Foundation s Exterior C Roofing A-/e -�g Floors AZLI-z� Interior a Heating r &r.2 Plumbing Fireplace d _ r'"GO Approximate Cost A(,V m� Area Diagram of Lot and Building with Dimensions Fee " 1 3 t° ' -----1 i An D I � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Bar table regarding the above construction .�m _ t Construction Supervisor's License SULLIVAN, EDWARD J. & MARILYN L. � . . � Add -To Dwel' in • ' =No*4 Permit For g _ Single' Family Dwel-ling 'Location 17 Sixth Avenue West Hyannisport Owner. Edward- J. & Marilyn L. .Sullivan t x Type of Construction +Frame ^t x rr e{ Plot Lot _ Permit Granted; January 18 , .19 9`I fk F 4 _Date of Inspection � �E 19 Date Completed � �' �19 . , Le _ /' Lr - .. t{ •' sit 1 -.. -.-,t r r..�. -' ... �.F4�v,.r�.�S,,.�sY..Y'«••�:..rr.-...4''✓.'ar.i"^t'h...-r.rrny,...�.:a�'y.r.-,..wt,.-� . r•,.*r`•-�".�,"�• q,.•-. { a'h s Assessor's office(1 st floor): Assessor's map and lot number ca s F of THE tp r Board of Health 3rd floor): p 1 ��P:x ♦w `Sewage Permit number. % /� 4, • Egeing Department(3rd floor): � Z q�dBlST►B LE tNi ua ouse J number �' 4 \ �639. Definitive Plan'Approved by Planning Board 19 `:. MAI a' APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00_P.M.only . TOWN OF BARNST°ABLE 1 , BUILDING'S INSPECTOR FT APPLICATION FOR PERMIT TO ���.� �� Yd 7 TYPE OF CONSTRUCTION yr �� mQ ,' lXY G✓a.�P.s�. 19 ' u TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ,?Location Proposed Use !� Zoning District Fire District Name of Ownero/ Address Name of Builder 4 ' _ Address Name of Architect 42::e Address n p Number of Rooms 6TO, Foundation Exterior X S ,ter In4 p� Roofing VI<`r�`t-� Q� � Floors ��� � Interior Heating _' Plumbing Fireplace — LUoo�L� Approximate Cost � C�. UOa ''"..•- • � r Area Diagram of Lot and Building with Dimensions Fee A I w L OCCUPANCY PERMITS REQUIRED FOR NE%`DWELLINGS _ I hereby agree to conform to all the Rules and Regulations of the Town of Bar stable regarding the above construction s Nam Construction Construction Supervisor's License SULLIVAN, EDWARD J. & MARILYN L. s' A=246-146 J 6� yG? � r `No 3 414 4 Permit For Add to Dwelling Single Family Dwelling } Location 17 Sixth Avenue 5 West Hyannisport Owner Edward J. & Marilyn L_ Sullivan Type of Construction Frame Plot Lot Permit Granted Januaf'y 18, 19 91 _ y ' Date of Inspection 19 Date Completed 19 PERMIT �OMPLETLU Avi _ 1 Assessor's map and lot number .. `-�'... ........ SVSTEM MUST BF.1, Sewage Permit number .......U4.th el..�r!J . `,(. WW INCOM�NC9, rY WITH TITLE 5 QyoFTNETo�� TOWN OF "" AR"TA 89HHSTA3ILE, i "6 Y �e� BUILDING INSPECTOR 'ED PY�`' . 1 APPLICATION FOR PERMIT TO ... TrM...........��C.isfii , ... � �� .. TYPE OF CONSTRUCTION ....................................-�- .. ...... ..............:................................................... `�1., �....19..77 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... ....... l..31 IA..... ............................ Proposed Use .........6. .1 .�`1 ..........(IV® //rG 2.C..Se lei............ c�o...2S;. .............j..... ............ Zoning District .............. ..!a..............................................Fire District .:.. �!: .�? f' ..................................... o ............Address .......1.�....�`.!�- Name of Owner .... ? - ............... . Name of Builder L Q 0 L�A_� Z� ...................................................................Address .................................................................................... Name of Architect ........................Address Number of Rooms Foundation ......'!..� vR�-�................... .............................. .................................................. S Exterior .................�J!/?.�� It...................................................Roofing /� P .. j.� Floors .G. . .$ ..........................................Interior ................... . .......... b Heating .................. ?C.(S"�'ie-t ........................................Plumbing ..............'� t, >n .�............................................... Fireplace .............................. /v,'.......................................Approximate Cost .........�11...f�Z ............................ C/ .Definitive Plan Approved by Planning Board ________________________________19________. Area d��1-14.......................... Diagram of Lot and Building with Dimensions FeJ SUBJECT TO APPROVAL OF BOARD OF HEALTH to i X ly` el �U I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .......... ..... ...................................:.... 7m Fraser, Robert 'a No t21612.... Permit for .......add, to dwelling: ...................... ...................................................................... Location .......4.8.6...Sixth Avenue ...................... .. . . ...... .... .. ........ . —1-11-1-1--l—West...Han.nisp.b.rt Y ....................... ........ . .... Owner ............Robert .......................... ...... . Type of'Construction .................f r.a.me.............. . ................................................................................ Plot ............................ Lot ................................ Permit Granted ....SeRtember 3--. -.............................19 79, Date of Inspection ....................................19 Date Cor�pletecl ...........^*................:..19 ....... ................ • PERMIT REFUSED ....................... ...................................... 19 A .. ....... . . ...... ..................................................... ...................................................... J ........... ................................ .................... M ,,App ..... ........................ ......... 19 yr ...................................... ......................... .......................... ................... Assessor's map and lot number ............................. Jo'` Sewage Permit number � • .............. !.!':!%�? ;> y0*TN E T0� e�Q TOWN OF BARNSTABLE Z MARNSTAIILE, i "AB` i639• Fb BUILDING INSPECTOR \00 �D MPY ft.• [� l G X a 7 l/I V, � f 1 1 e'7 /r' t APPLICATION FOR PERMIT TO ...,.......:.f. � `"� '.................................... ..... ................ .......... ,... .._ .. TYPE OF CONSTRUCTION tic n,' ".. �111 . 1 ..................... ............. • j TO THE INSPECTOR OF BUILDINGS: The un �r�igned by applies for a permit according to the following information: Locati ���� + v f h A� �,.,; ,. Lti��.' J+ rtl Sf .f. ............................ i t ` Proposed Use �n/� nr�CGSC l.. ..�.... .....?S gip..:..........:�.� .. ....... ............................ ..... .`.............. j Zoning District ............... `....................................................Fire District ....... . ./....,• , Name of OwnerfS "�? = st? �. y s '.. Address ......: ! .. ...."`.. a Name of Builder �.n ..... 1 N N.. ... ...... ........... ....s� .. . �+ .� ��t;D ....:fie Address ................................... ....................................4r............. .. Nameof Architect ................................'....1.: ..'..::..`.'..:...........Address ....................'.................................................................. Number.of Rooms Foundation .. �`.. '................................... .............................................................................. Exterior ` : l. �o Roofing ..... :.......:A: ."r� ..1. .........................................` `............................................... ... Floors 1 .'c+ ` �� r " „ Interior (2 r- 1,4, w�, ........................................... :................. ..................................................... ........ Heating - . .:..:.....?.....y..���'" Plumbing Z SY r �i•t+�j ............ ........ ................ ...........................,....... ............................................... r v Fireplace ............................. ..................................................Approximate Cost .............. ....,............................................... Definitive Plan Approved by Planning Board ________________________________19________. Area t?`.�.�1.�........................... 5 ,- C, Diagram of Lot and Building with Dimensions Fee ' SUBJECT TO APPROVAL OF BOARD OF HEALTH l �•1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. �� Name ......�.. 1.....1X... 14...................................... Fraser,. Robert u A=2 ` f 21612 add tb dwelling No .:............... Permit for .................................... _ R ........................... ^ .................................................. r@5 -ixth Avenue Location ..........................,...................................... West Hyannisport ............................................................................ r Robert Fraser Owner .................................................................. 1 .. t Type of Construction ....................frame...................... t - i ............................................. ...... Plot ..... .............. L 2 7�4. ........... y t ' eptember 3 79 Permit Granted ....... ................................19 Date of Inspection ...:................................19 f Date Completed ...................................:..19 ERMIT REFUSED` ................................ .... 19 .......... � t. .......................... . `......................................`...... Approved ................. ................ ...................f............................................................ ............. .r ... . .................................................... l i r zm IA i 36 _.E I STCU- - - G-__�TRUCTU_R�. rh ------ <—* t a COASTAL , MmwBMW UN POLE en _ 9 CAT04 Bk9N OAK � � GAS VAL* F-3 111EIL F a axEcnac YEIHt � ....._ �of aEat>� , CS APPROk81AIE LOCA7 N GUARDRAIL � t APPROWIE LOCATION Lai 4 ter tb ,f 1 :p y t �+7Ea uNE cCtralDUft s�6F&~rr z : ?d4 -t _ tlMM POLE SPOT Key AP y P x _ NiO sr" ROPM } PLAN RERENCES " — ate. t ASS HAP 246 PARM 146 ORAL PLAA X, _PAS LyAtlDW YS' y DAM t4om l X.^AS aka 11 y�. .. i ,t$l...oR� y1, F. g" �7$is�u. *xx, f `.y•' 1 cFQ 1 _> , rlm i f� of immimallm. �c"Ia#ati_ i 7b t f FAB=t-C � F7" '>�� }EwT�5mum�Y�C�/�_�YAR3tEWW�• { = � TYPICAL ENT CONTROL 17 BARRIER DETAIL a;� . h 1 � vij t p � N t 4 W _. ® 6t 1D SCAlE "( a .. r. Nil oaft VRAGE- , � CT EJt�1$T1P� _. ..PROPOSED CHARGE . t.sa;xt sr t.tsaf sE as ' PORt7E5 d`0€t]cS 401* S. 4 _ - aua;ostxPfs(vklws uo 206t e#sf Z06�sr.ECRFrisE �i5 R , S a�acamc qdp . zn7f SF ?.Sl2t SF 425�SF.VEIREASIE 'I P,Rf.-fda - ., s . aXis G ft '£* s d� .I :EE. t7f 1 . To l t• AM Waum VD?A,69 TABLE. • iii tt�i � s.Yt C fA $UB�tECT Dt1S71f CHAPAW ` it p ..... y I lash- PD tt Blit1ik65 P ORftif S i DEtl6 864t S E, _ ils7f SF 21ISa Sf.per` Cul nvmcmL tmo 1 ) 3Ait s,_ 331f SF. 12+ 03 SF. 2�St SF Za3! SF IICHF)l5E ;� t3"?Sdr»zs ASSESM PATMIW 24 +NCtiA7ES pwomsLyWo-PET36m Um N"or E>*lm C197U )O r Y �►"^ MITIGATION PLANT SCHEDULE a 101, - SOTANTUL NAMF COMMON NAME rTIMES(3) �.,°'1 - JUn jRrJSvigirt�Ino Extern red cedar S+6'BLB ; �--� eta mnd•rocorno l BkxY choYr t8 s t��, A•� - _berry S -.., _ ♦ J' ! Sa FROMa ea' 'd1E: pa�h') ...Cie thtoatnaeii" Summce eet 41 91-3 u i FLOOD ZCh'E Ae IF,13j t.>avjvaoc6;.•a:coto Blank tnr;lOcbcry BO WR OF INNEP '^"--� RN t �ARtAPJ%Oy .J ( COASTAL BA NKSTAELE `^() I 0 - Ilk•Y vevtlriAata rrbosry :K# ii3.3 N„rr.,o,...,,,.•u p,,,pr w�+ Hsw..rs . AND DEP •.,.. _.. ,.,,.:• ! , .rt :, haimiaorg;tsNaEo WShcepkxXd y48 a"3 sc.snwa�i----- k c EDGE OF 8ORDERNG - . TS!tYET31.ND - ,;�.••�""'•: '' ���'*' x,ium Gz)fv ti`iC-ETA m o:um Ff. buh Ystvcberry 58... j 1 .n.. p x aw ..�..�! !a,•r V�cc 171 rTEl BY C EC r r R. .. S "`++a'.. f :i.p p' 1 { V-+D'JJn U>a 7/UdL'm POSA'rT1tWN r �.>•+>'rtd%*,^t M S.\u cnlc7tz$/zo7/j Pons a FEU Gln + I1�j BLACK HU 11.'h` ,SSES, XULALS _ Carf^c Polc anlGa a - SU . + .•.s a «• a +.f m�r,•x a 4 � y4 ern.yA•arsa sedge 50 ! a i s i ' Devmsiaedtupun qk buta Hayscar•) 161 WIMTERBERRY -a tern o6 upw e f i 7)SUMMERSWEB S s ":,, T .. e`�'b1'' .T. ' • DezYlam �, . ,aitqr ll 171 WGHOUSH BLU SIERRY,_ :-y. m w�d* t .ryefa c#✓Darlcufa� WM�Ie ooci-rnlo: - 50 OF5C l � t ,� �..,i �L': ere H�+i W-,L,: ' r � }' } q ..:R - a �s fsC?.D i z tfi Rc": LEGEN&. - -^- ' 64 , S n s €I ?T 1CIPUSSUMIt4W-,` y y�� CANOPYw 3 1B)SUMMERSWFET 15)WINTERRRY Nv BENAYSC£i(fE{J FEtP:t!e '$p 4,x`rw 'si{ 11 [LACK HtICIQF$R4t+' a '- P .0 1 . j ' SSC`c 11 7f ?i ae C *t Y f d 3 ra \I ,:V kiwi rse+ ., t a'•. "!' - L3j @!.: KEklC.` E3fEx',-R!� t;..).c-r :R4s C) C+1P jLj EUCC C iE kEfEkhY ! A - T Y FnF iED DCt:IDUC �S T3tEF' s « q ...,, s .Iv € .(9)H IGNBVSH BLUE$ERoY 5 4r 1' S r� ,Z 1'k✓.17B tt' ., .p ^ # � ,yti;Y R ,': T17 sx 83�Y1er4 It?j SHEEP LAUREL s 1 Y { 't �` € ��•+ 1i �� $ � �� � # g '\`��_ �1PV i D EVE45CRFEN t Fc �r a l +aAT, � t yn ,° '! FLOOD tOrIEAEjEL 13j L DEP/3ARNSfABI£TOP. 4F COASTAL BANK ( 'TREES SWC WN ARE Sr,?,? :.Ah7�:7 7R:-fa SUPVEYED 8Y COASTAL(t�}N:ERtt}G +s kx o t 78dtlER RET: + COMPANY ANDDO T REFLECT COt4PLETE TREE G.NEH.tTORY 8 Sti£,. .LLE NO QT¢d3 f6sul,tn4ER wECT' is MITATI09JST TEGY:. 1 y EX Tt-ICK� �, r ----'s 5391±SF , r sr �:• :e (^'- �- ,� •. f� + r_ r �f' ���@91�(9�.�'T�tSFe3��(3iE-�42tDSl JC§'FF+. •. l E1dCCGFISSgI`.EXifY`-- V ., ,r.+,. TYP„ t r vegofged arca u alh n ire#canopy with : i. t ..c. a � µ � �•-A DITROtd .T Y � � filet rev species r,on-rwhv^ ntd 1 FOR+ldt€k* *C3to� c !tra;9r.P� me�l '°Ra"c9�Rs �� att�, PUfFOSES ONLY: • . l f as t.a, ;4 - ""Aa „ '7 �`: RUFOSLr'AGGRE3ATt - ... F vfia _ecc�ATsf: �rx a5:fr -aees€r'm. NOT FOR CONSTRUCTION -"DPIt/tWAY j2C;XS0} qulan nati++e 4eornl:9rX7.SW t}t.fa Ett:LiYsF" tis'x - .2 • t+. .7 f � )'.w: ° i33 + covresciv+ilh 1c�T'�'? ,YLdc4�1h' :oila; klz.staKcy j15)BLACK HU YLEBERR •) x t t v,, i m :ewi}hi�%�iodre3odoblt 12"t>�dno:d stokes.Rct1 apQs ` :,� *r,.;`•y j "#` jn 1 *- r/ l I ��� �'`^ i �° a «� r M be covered;>ti a+n7Yer e}stotii:ad chapped rjraw_ - RU SE tk OFINONAL lKWASHVE SPECB£1 RMO VAN 4350.}SF ?:• (- P. 4< �, .g..wr, r r s l f l. �s', ! :. 1' _ , t itcrn'Tt+vc labrd aea domit,a!ed by dense native Yvtb spg•:ie; • ✓..jet�l}MMERSWEEt;" • Ei.TC IG r, r. It tcc� OWEitJNC- T # EJC.RAC T' ' .,� i____! bertrvlhf»dl:�lron_canopy-Prop+osedromo<d-of tcatttted W $ {t 71 51kEEP LAUREL:r t# ! t a _ �{ ". -'r�, '� - ' im,a and aWessivo vines begw'n.'tiV to overtake Tree,Car,4j?y k: :PROPOSED EX:lAtkld Ltd M'7ub unrYsfcay. U z :. 9 Wih:l'ERBE RY y e t.(p ..1 iT t AREA { ) c ?SCRc`EN PORCH m _ r if w n f y A , j TY rn3 pre �/7 P t 5� � r!t 'a (tlra5tVe/0 FP$}r0 Sbf+.^le`. ^�• i 5 k M1 j 4} 6 X `r, raF. 'I.' r i �, W } , fdj P055UMHAW_ ! Cetostrvs JrbiCt[atr;s OsienEty bieorsweelCl- f't :c + U_ r ? 1141 SHEEP LAVR�: t-,-�"'� };p r;' --'' � � FutWs alomtb �r Subsmfundd'cla Cat brie, Uj > Z i s w is- ekA t*'ca`P r d lavcodeodron 4tdiccrm Poisar+Y ! a s. kxr+r +•. .; m t °" - tr �t _ `'° ri: r r r RtASE E:OrIK"INVAUW SPECIES XEMOVIrt - V • .t '° r .t l • _ �- w i +• .-r o`t Open u,f rstoq beneoth woocacnd canopy¢i native troos. .. ... .. Fropos remmad et scat lered d t ;rwvm and a,1,{p l �ssive shrub and ! c+t d ~ s j'JBLACK HU,'Kt�(37Pf .� _ q D80X�11 � ` f ;• hne spedes an(oresl!Moor. 2 g., '"" �" �° "�,✓.�ja :"�'. �., j '>, + •� �'t.. a�E�`EJ+`„�..d�^ r.� ' �+.rGa;vtY/�'rCEe%�•�%+sfj' r " CetasVL-orhicUat\c Crtenldbllh-rswcel vtrnatwnetsvc>a° �1 ",' _<."`"" ,,, r;;`v ♦ .' :R OVEEX� Icw-licero monordltx9a. S}v�b hontNsuddb EMS 'kOCK WAIL ,IW FROM,--EF. Putx,s�p i;ramloHs �` " — 56'FROM D.EP,, .,. COACTAL'BA.^lK Sn Jax ra?undAda Col brier COASTAL BANK lmm=derd<on adicac Pob.,onivy .._ f js`+j 5uMMERSWF.�T." .-. •� 'tiN'J�T.'a F I MMGATION NOTES: CALCULATIONS { J 1 } 13)£ASTERNRl31 CEAAR r„--' .. r- � .(1q.T,-. 5340t sca;ore toot of mi84abon µadinM are proposed le meet lt-, NAPEFOOUS SURFACE INCREASE SCALE: i/!& =1%a, E0,0 R: 4563 ST -EX,cMGE OF LAVINSC-#,,, a sq;rrse tees ot -yofeon t_quV^_d i t !OD 6JFFEP„ 441E SF _ _01 BLACK Nil• r,_EBERRY r•r 'a t t'..i,R �"` i r©p.7taria7t� matt v - b-Barra MRICA-WIN AREA RATIO: ^Jerick Studo defnes ar.`oi l,.a ";peciC as a s _s rim t - } `� !,• peCt-m n £Sr)'BUFFEP: 4:1 18B 41 SF //�� Batnsla!>ic Catt wrase ri�sr L'3sr1P''x,;.e;i 7t+. .:t;to SO-IOU•6UFFcR: 3:1 1932:SF -I oulcompfsle oltvr ff m_ zR%-s- 'F"?tr rsfm�fo movaral decOna f ` a^rrt:@^rsr..:atCW"tuv'+sit'y.u"a:h,Gv:rY^l,�:v c�,`tiS;lc*1iS':asnC hDtDila!vius:.. TOTAL' 5T4it Si SCHEDULE OF DRAWINGS ADDITIONS AND ALTERATIONS TO THE SHE NDET SHEET NAME SULLIVAN RESIDENCE Architecture l-Gene ral 17 SIXTH AVENUE A q2o.o TITLE SHEET WALLTYPES �,,, �, WEST HYANNISPORT, MASSACHUSETTS Architectural-Demolition D1.1 DEMO PLAN-BASEMENT,FIRST FLOOR 8 ROOF ARCHITECT _ Da, DEMO ELEVATIONS INTEGRATA ARCHITECTURE, LLC. Arrhitecturel LL( A,.o BASEMENT PLAN 419 PALMER AVENUE = UJ A7.1 FI FIST FLOOR B ROOF PLANS FALMOUTH, MA 02540 ~O V LLI N A2.1 ELEVATIONS A22 ELEVATIONS A SECTIONS STRUCTURAL ENGINEER CIVIL ENGINEER z = A3 ONS.2 SECTI A3.3 WALL SECTIONS INGHOUSE - COASTAL ENGINEERING Z LA LLJ v A4.1 DETAILS P.O. BOX 182 260 CRANBERRY HIGHWAY O LU N A5.1 FINISH 8 ACCESSORY SCHEDULES �Z D In A5.2 ENLARGED KITCHEN PLAN BELEVATIONS MASHPEE, MA 02649 ORLEANS, MA 12653 Q V) Z Q AS ENLARGED.BATHROOM PLANS 8 ELEVATIONS `. w U J ; � ASA WINDOW 8 DOOR SCHEDULE 8 DETAILS L Birugtare Isla Bldg•�ep 7� _. $-100 STRUCTURAL NOTES Bat`• 6 < ` X 0 5-200 FOUNDATION PLAN y� `' /V (,///A�I� S-201 FIRST FLOOR FRAMING PLAN µt O v ed b�• < > Z 5202 ROOF FRAMING PLAN \\\ S-300 TYPICAL DETAILS 8 SECTIONS l /Cll Plumbing ''+ P1.1 FIRST FLOOR PLUMBING PLAN ` • Mi.t BASEMENT 8 FIRST FLOOR MECHANICAL PLANS - `; / o LLI Electrical _ E1.1 LIGHTING B POWER PLANS _ $ r� �/ ,b E i - _'P✓ i .�- - fAr `ram El •, y� I -- V� O �o U tT ro ` ro O NJ C C SMOKE DETECTORS REVIEWED GENERAL SYMBOLS PROJECT DATA `� 3�s 7 W _ - A. Summary of work: Demolition of existing 1 Story house down to existing floor system to remain.New construction of 1 story house with expanded living,basement and trawl space areas SAR[ ST/- LDING l=P 1. L)A I t o SIM 1 __ COLUMN COORDINATES 8 CONCRETE-PLAN OR SECTION INSULATION-BATT REFERENCE GRID LINES 1. Construction Type is VB(Combustible unprotected) o A101 SECTION INDICATOR-LETTERp EARTH 2. Use Gmup is "R"(Residential) L 5 IN TOP HALF OF CIRCLE INDICATES ® BRICK-PLAN OR SECTION Ise""��n 3, Applicable Codes: IMPP11-4_17 z Vt TION THE SPECIFIC SECTION. DOOR NUMBER MBERAND LETTER IN THE BRICK-ELEVATION ;RC 22015[C CodesBOTTOM HALF INDICATES THE DWG COMPACT GRAVEL IECC 20151CC Catlesw Curran!MAElectrcalCoda SIRE DE ,;rtTNIEr�IT DAT ro 'a i ON WHICH THE SECTION APPEARS Z.9 WINDOW TYPE CMU-PLAN OR SECTION COURSE GRAVEL Current MA Mechanical Code - w _ q1g, ROTH Current MAPlumbngCoROT �(GAIl.1TC 1 fi�;r 5 f fi'�:Qll(R IJ FOR fGe17MITT/NC WALL TYPE de ii WALL SECTION O ® CMU-ELEVATION -u-ft-R-a- WELDED WIRE MESH - � ® a.0 INTERIOR LEVATION -45.5 NEW SPOT ELEVATION O NUMBERS ENDCA EELEVATION PLYWOOD-SECTION -_ PROPERTY LINE LL NUMBER B LETTER INDICATES GENERAL NOTES .(UNLESS OTHERWISE NOTED;SEE ALSO PROJECT SPECIFICATIONS) 45.5 E EXISTING SPOT ELEVATION THE DRAWING WHERE THE - ® STEEL CENTER LINE -45 NEW CONTOURS ELEVATIONS ARE LOCATED 1. The General Conditions state that the Contract Documents are complimentary. 5. All tlel locations typical unless otherwise noted and are not necessarily shown in he Documents 17.The General Contractor shall submitnt he Architect for review and approval,shop drawings ROUGH LUMBER at all locations where they occur. for all manufactured structural elements(te.:steel beams 8 columns,LVL beams,truss joists, �,45 EXISTING CONTOUR ® 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site and wootl roof trusses,steel joists,etc)in accordanbe with 780 CMR Section 116.2.2 entitled establish existing elevations.Elevation of Finished floor shall be established by Architect with 6. The Architectural Documents govern the location of all Electrical and Mechanical items installed "AmhileCVEnginmr responsibilities during construction". ELEVATION MARK ® FINISH LUMBER elevation information provided by Surveyor. as apart of the Work. 18.All warranties,guarantees and Service maintenance agreements shall commence with the F ® INSULATION-RIGID 3. The General Contractor is responsible for all he work. 7. Existing items which are not to be removed and am damaged or removed in the course of he issuance of the occupancy permit so that he Owner may receive full use of the item for the w Work shall be repaired and replaced in like new condition without cast. guarantee or warranty penod. N A. Build and install parts of he Work level,plumb,and square and in correct position. WALL TYPES B Make joints tight and neat.If such is impossible,apply moldings,sealant or other joint B. Existing surfaces disturbed during the course of the Work shall be reconstructed and finished to 19.GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: treatment as directed by Architect. match adjoining surfaces.Patched areas shall be finished in such a manner as to provide visual I_ C. Under potentially damp conditions,provide galvanic insulation between different metals which and structural continuity across the entire affected surface. A. Seal cracks and openings to make he exterior skin of the building tight to water and air entry. 1 m are not adjacent on the galvanic scale. - B. Provide adequate blocking,bracing,mailers,fastenings and other supports to install parts ro m fother arts shall be of NEW WALLS O. Apply protective finish to pan§of he Work before concealing them.For example,paint door 9. All voids created or surfaces disturbed resulting from tuning,removal or installation of elements of the work securely.Blocking,bracing,mailers,fastenings and support. Z tops,bottoms,glazing stops,glazing rabbets,and hardware cutouts before hanging doors, as pan of the Work shall be filletl and finished to match adjoining construction. a type not Sublect to deterioration or weakening as the result of environmental conditions or aging. 3 v .. - and paint corrodible mounting plates before installing parts over them. C. Perform Cutting and patching for all trades.Patch holes where ducts,conduit,pipes and other ¢ Q E. Where accessories are required in order to install pans of the Work in usable form and to make 10.Except as provided in the Documents,no structural member or element shall be cut without written products pass through or are being removed from existing construction. p V m p NEW FOUNDATION he Work perform properly,provide such accessories.If special tools are required to maintain, approval of the Archilect.The General Contractor shall coordinate all cutting and shall advise the D. Provide chases,furred spaces,trenches,covers,pits,foundations and other construction adjust and repair products,provide them. Architect of any potential conflicts with new or existing structure. required in conjunction with he Work If such concoction is not shown on the Drawings, pROJ ECT STATUS: WALLS F. Followmanufacturers instructions for assembling,.installing and adjusting products.Do not coordinate with Architect for sizes and placement. install products in a manner contrary to he manufacturers mslrucnons unless authorized 11.Demolition work shall only be carried out once all temporary Shoring and bracing is in place. E, Provide and coordinate access doors and panels as required for access to equipment CONSTRUCTION EXIST.WALLS in writing by the Architect. Removal of all temporary supports shall be completed only after new work is secure and complete. mquinng adjustment,inspection,maintenance or other access and as requimd for access to DOCUMENTS G. Adjust and operate all items of equipment,leaving them fully ready far use. spaces not otherwise accessibte,such as allim and crawl spaces. DEMO'tl WALLS, H. The division of the Documents into Architectural,Structural,Electrical,Mechanical and 12.All materials,equipment and workmanship sfiall conform to the requirements of authorities having F. Check Drawings and manufacturers'literature for requirements for bases,pads,and other ISSUE DATE: ti WINDOWS,DOORS,ETC. Plumbing and Civil components is not intended as division of the Work by trade or otherwise, jurisdiction of the Work. supporting structures.'Provide such structures.Remove supporting structures associated 12131/18 L Provide utility installations from lot line to house in Jiying and ground ele -ir_a_I,water, with removed equipment and patch remaining surfaces, a telephone antl CAN to comply with all local codes and requirements. 13.All materials and equipment shall comply with he Occupational Safely and Health Act,including G. As part of one year warranty specified in the General Conditions,repair cracks and other 0o J. Concrete Shall have compressive strength of 3000 psi @ 28 days for walls and 4000 psi all amendments. damage which occur as a result of settlement and shrinkage during the first year after @ 28 days for slab work,and reinforcing rods 8 woven wire fabric(W WF)per drawings. Substantial Completion. W - Where noted,provide hard'steel trowel finish on slabs.Damp proofing Shall be factory 14,All materials and equipment shall conform to he requirements of authorities having jurisdiction 1+i manufactured semi-astic consistency from asphalt and mineral fibers,and installed on regarding not using or installing asbestos or asbesloscontaining materials. 20.All work shall conform to the applicable sections of the International Residential Code(IRC)2009 w do - ail walls and footings.Piers for decks Shall be concrete filled Sonolube forms. and all other applicable codes. ,`O.0 i1" o ALL DRAWINGS AND WRITTEN MATERIAL ARE THE SOLE PROPERTY OF 15,All paint used on all products and assemblies shall conform to A.N.S.I.Z66.1,Specifications for N 4. The General Contractor shall verify all dimensions at the site antl shall noti the Architect of any Paints antl Coatings Accessible to Children to Minimize Dry Film Toxicity. 21.Drawings should not to be scaled from,G.C.to consult architect for dimensions. INTEGRATA ARCHITECTURE AND MAY NOT BE DUPLICATED,PUBLISHED, discrepancies before proceedingh the Work or g materials or equipment Verify ANDREW P.BORGESE,ALA,ARCHITECTwhich - - i+1 DISCLOSED.OR USED WITHOUT THE EXPRESS WRITTEN CONSENT OF. critical dimensions in the field before fabricating items wh cIh must fit adjoining construction. 16.The General Contractor shall notify the Architect/Engineer of required inspections at least c� - two(2)days in advance. - FOUNDATION WALL TYPES: EXTERIOR WALL TYPES: INTERNATIONAL ENERGY CONSERVATION CODE PEEC)2009 INSULATION REQUIREMENTS: - 8" i 1/2" 8" 71/4'H- NOTE: TYPICAL ASPHALT ROOF ASSEMBLY CERTAINTEED ASPHALT ROOF SHINGLES(OR EQUAU.STORM NAILED OVER T:'r 12 TYPICAL OTHERWISE WALL NOTED O FULL COVERAGE TRI FLEX w/ICE 6 WATER BARRIER ROOF EDGES AND VALLEYS OVER 1 L 12" 31/2" 3/a" UNLESS OTHERWISE NOTED ON PLANS 5/8'ZIP SHEATHING WALL JOINTS TAPED OVER 2 4" 2x 12 RAFTERS w/7 1/2'CLOSED CELL SPRAY FOAM INSUL(R-51) I I I PLUS 3 1/2'FIBERGLA55 INSULATION(R-13) 2.4 STUDS ROTATED Ix3 STRAPPING OVER F�DECCO 20 - /2'BLUE BOARD wNENEER PLASTER WATERPROOFING SEALER "' OVER /2'BLUEBOARD wNENEER PLASTER ' I �—DECCO 20 I/2'ZIP SHEATHING 2'DOW THERMAX WATERPROOFING SEALER .� TYPICAL NEW WALL CONSTRUCTION L Q CRAWL SPACE I ROXUL COMFORTBATT INSULATION CEDAR VALLEY 5.3 EXPOSED SHINGLE PANEL SIDING(OR EQUAL)OVER Ix3 STRAPPING OVER TAPE JOINTS ON SHEATHING (R-5)1.25'ROXUL COMFORTBOARD 15 OVER 8'CONCRETE WALL 8'CONCRETE WALL I 51W ZIP SHEATHING w/ALL JOINTS TAPED OVER IW ROXUL COMFORTBOARD 2.4 STUDS Q I G'O.C.w/(R-1 5)ROXUL COMFORTBATT INSULATION OVER W /2'BLUE BOARD w/VENEER PLASTER w x4 STUD WALL r 1 I I I 2 - I I ^I Ix3 VERTICAL STRAPPING EXCEPT TYPICAL NEW EXTERIOR FINISH Q V Ln j ®CORNERS CEDAR VALLEY 5.3 EXPOSED SHINGLE PANEL SIDING(OR EQUAU OVER z I I L l Ix3 5TRAPPING OVER In CEDAR VALLEY SHINGLE PANEL FOUNDATION WALL 2 FOUNDATION WALL t w/5.3'EXPOSURE (R-5)I.25'SHEATROXULHING /ALL JOINTS T E OVER Z L1.J Q UL= STC= UL= STC= 5/8'ZIP SHEATHING w/ALL JOINTS TAPED O Q W EXTERIOLn R 2x4 WALL W/SHINGLE PANELS - TYPICAL NEW WOOD FLOOR CONSTRUCTION I- , ,�/� N v 3 UL= STC= FINISH FLOORING OVER Q Z C<C 3/4'PLYWOOD 5U5FLOOR OVER W C 2x 10 FLOOR JOISTS®I G'O.C.w/ w �// 9'BATT MINERAL WOOL INSULATION J LL Q EXISTING WOOD FLOOR CONSTRUCTION Q z- H. O FINISH TILE FLOORING OVER X D_ 1/2'PLYWOOD UNDERLAYMENT OVER - Z < Z7i Ln EXISTING PLYWOOD 5UBFLOOR OVER NEW Q � ^ Z INTERIOR WALL TYPES: EW 5'G TH K 2.FLOOR JOISTS K.CLOSED CELL SPRAY FOAM INSUL(R-34) N Z TYPICAL UNDER CONRETE DUST COVER Q J } 4 1/2" 6 518" q" 7 3/4" 2'CONCRETE DUST COVER OVER 12,312"12" 12. 2'XP5 RIGID INSULATION(R-10).2'-0'WIDE Q PERIMETER OF FOUNDATION OVER NOTE: 312"12" _ Q V) TYPICAL INTERIOR WALL TYPE O 2 MIL POLY VAPOR BARRIER OVER UNLESS OTHERWISE NOTED WELL COMPACTED FILL , ) LLI I/2'BLUE BOARD w/VENEER v, ON PLANS PLASTER BOTH SIDES TYPICAL NEW FOUNDATION WALL Q DECCO 20 WATERPROOFING SEALER OVER 8'CONCRETE WALL OVER 2.4 STUD WALL 2z6 STUD WALL 2.4 STUD WALL 2.8 STUD WALL TYPICAL CRAWL SPACE WALL CONSTRUCTION ROXUL SOUNDBATT n ROXUL COMFORTBATT - DECCO 20 WATERPROOFING SEALER OVER INSULATION �vB� INSULATION n 8'CONCRETE FOUNDATION WALL OVER ROXULSOUNDBATi(6N INSULATION (R-13)2'DOW THERMAX RIGID INSULATION DOOR.WINDOWS AND-SKLIGHTS •' I/2'BWE BOARD wIVENEER SEE SHEET A5.4 FOR U-VAWES AND 511GC5 PLASTER BOTH SIDES 1/2'BLUE BOARD 112'BLUE BOARD wNENEER PLASTER /VENEER PLASTER INTERIOR 2x4 STUD WALL INTERIOR 2x6 STUD WALL INTERIOR 2x4 FURRING WALL INTERIOR 2x8 FURRING WALL Rl 0 Rl 4 UL= ISTC=34 6 UL= STC=34 _ 6 UL= STC= , UL= STC= INTERIOR 2x4 STUD WALL INTERIOR 2x6 STUD WALL-1 HR INTERIOR 2x4 FURRING WALL w/INSULATION ^E 4A UL= STC=34 6A UL=U305 STC=34 O UL= STC:= - C' 46 IN 2x4 STUD WALL w/INSULATION 68 INTERIOR 2x6 STUD WALL w/INSULATION rJ m m UL= STC=39 UL= STC=34 2 /� e0 bb ryN C c. 3 u 3 u 3 ( + WALL TYPES I 1..=1-0" W - L 0 O � Ul W o H N NOTE: L •ALL BATHROOMS TO HAVE PAPERLESS O WALLBOARD WITH VENEERED PLASTER j Q •ALL INTERIOR'BATHROOM AND BEDROOM Q WALL$TO HAVE ROXUL SOUNDBATT INSULATION W H CE3 � 0 0 a a+Q �LL a ¢ al 3 m Q m � z � 0 0 PROJECT STATUS: CONSTRUCTION DOCUMENTS ISSUE DATE: u131h8 a 0 ro 0 1+i 0 A0.2 N M N a C� d 02.1 D3 D2 D2 D2 — D2 D2 ---------------------.� �Uo 11 r---� 9 = LLI ? F- II - V LLJ ice- � Z z ❑ I _�� I: { I I ❑ LIJ D7 —— T`L- 00 Q Ln Z SQ LLI UPPER DECK LOWER DECK W > ` ❑ w 'II Q Q > Z T FI Ln Z D2 o3 O J } II II ~ H Oz D3 Oz Dz Dz Oz //r D3 Q >w ❑ ❑ I I I I I I FIRST FLOOR-DEMO PLAN 1 •, 1/4"=1'0" Oz.1 C ^min E41 }REMOVE EXIST RETAINING WALLS u s1' PURN. / tb D C D 3 o r n w J V O U p 41 U E.PNL. FW- L N 0 LINE Of DECK5 ABOVE `p > a w = 2 BASEMENT-DEMO PLAN Q O 1/8" �J Q a.LL N K w 0 CONSTRUCTION NOTES-DEMO _ m 8 No DEMOLITION NOTES - "D7 z p < ALL PLASTER 8 LATH TO BE REMOVED FROM WALLS&CEILINGS.ALL PLUMBING PIPING&FIXTURES TO BE REMOVED EXCEPT AT EXISTING m Q BATHROOM.ALL ELECTRICAL WIRING&FIXTURES TO BE REMOVED. D6 w c Y wcu D7 REMOVE EXISTING EXTERIOR MATERIALS(INCLUDING TRIM)DOWN TO EXTERIOR STUD AND PREP FOR NEW EXTERIOR FINISHES,TYP D2 REMOVE EXISTING WINDOWS IN THEIR ENTIRETY,(TRIM,FLASHING,SHIM,ETC) JN D3 REMOVE EXISTING EXTERIOR WALLS(IN ENTIRETY),DOORS,WINDOWS,LIGHTING FIXTURES,ETC _ PROJECT STATUS: D4 REMOVE EXISTING EXTERIOR DOOR AND STAIRS IN ENTIRETY(TREADS,RISERS,STRINGERS,ETC.) - ""'°°°'�^W — CONSTRUCTION IDS REMOVE EXISTING EXTERIOR CHIMNEY IN ENTIRETY,INCLUDING ANY ASSOCIATED FOUNDATION WALL AND/OR FOOTINGS .... ...., _,_.:.� :. DOCUMENTS 06 REMOVE EXISTING INTERIOR WALLS IN ENTIRETY;FROM FLOOR 1 U CEILING,INCLUDING DOORS(WHERE SHOWN) - '"" = "" - D9 -' D7 REMOVE EXISTING FIREPLACE,MANTLE.CHIMNEY,FLUE,ETC ISSUE DATE: D6 REMOVE EXISTING HEARTH,CHIMNEY,FLUE,ETC — — 3^T_1� 11)3U1B - D9 REMOVE EXISTING ROOFS IN ENTIRETY;RAFTERS,BEAMS,SHEATHING,fLASMING,INSULATION,ROOF SHINGLES,GUTTERS,FASCIA BOARDS, D_ RAKE BOARDS,ETC. o ROOFPLAN-DEMO PLAN M D1 .1 N M N D7 _ D5 i I I 1 � I I �I . I I II I Ii I -F,I r= III D2 -R -TD2 r F I LI= 02 UJ III EXIST.DECK k RAILINGS TO REMAIN _ III - - I .I 'I W IIIe� IIII IIL LII I. '` II .III II 1J1 .L. Ipl ''I;li ... .I O V Vl J I �—.3 ICI' 1 �5pw�l u� t5 111E -�1 1 1- 1_J .J I - L �I L ❑~..,It _________ I FIRST FLOOR SUB FLOOR _ Z) !n _ FEM I, --- V� CC W LU LLJz o x EXIST GRADE M D. EAjlt,ST ELEVATION-DEMO - Q Z N — Z O J } J = D2I E Z) L~i1 Lu =-:1 Q ❑os \ ❑Dy fl _ �' .: E lii_I _ III I I :� I ,u�c 1� -11 I e I I III D7 IIII oz � f I I I I I I I I I I� I II I .III - ILOz II R Lt III II '.IJI!, '"". II I--I F/I 03 - f I ❑ � J 03 -1 II . III i II -I _ o L D � I I IIII �� �JI I SUBFLOOR FIRSTFLOOR FIRST FLOOR-SUB FLOOR_ ��" �,I I - - I - O IIIt� I 'ICT I -J - m �. U a•� �� t t v EXIST GRADE - FX15T GRADE / p T.O.NEW FOUNDATION I I � �T O NEW FOUNDATION n EXI5T.DECK TO REMAIN `p o d - I I -t-t � N C 0 3 I REMOVE EXISTING p 2 SOUTH ELEVATION-DEMO i RETAINING WALLS + 3 EXIST GRADE BASEMENT-TOP OF SLAB w A'-1 3/4" O U p N o 3 NORTH ELEVATION-DEMO L ~ a w --------------------- - --------- -------- II ® � �o I II I I j z — — — -- — — — — -- — — — - o CONSTRUCTION NOTES-DEMO �I T :- .._...I It - IIL �:_ �� h�_�� ..... • )- �� _ r 2 �I III 2 �I Oz I I- D2 t _ �1 No DEMOLITION NOTES I 4 D2,I �1 I II ,JII II❑ III III IIII. IIII❑ IIII �` I w a' _ I I.I IL. I L J L J L. J ...-1 _ - l IIIzt I III III .II f 111 I1 ,1 1111 Iil ., Q m _ ALl PLASTER 8 LATH TO BE REMOVED FROM WALLS 8 CEILINGS.ALL PLUMBING PIPING&FIXTURES TO BE REMOVED EXCEPT AT EXISTING I I Y^ -LLL i�=J11 _ '�t L -J -L L J ILL JJ - L--j Z w� BATHROOM.ALL ELECTRICAL WIRING 8 FIXTURES TO BE REMOVED. ?I I '* - - - -- D3 -- -'��'�— LI�--� - �, Q F Dt REMOVE EXISTING EXTERIOR MATERIALS(INCLUDING TRIM)DOWN TO EXTERIOR STUD AND PREP FOR NEW EXTERIOR FINISHES,TYP D2 REMOVE EXISTING WINDOWS IN THEIR ENTIRETY,(TRIM,FLASHING,SHIM,ETC) I.I _ _ 1 I _ _ _ FIRST FLOOR-SUB FLOOR & 03 REMOVE EXISTING EXTERIOR WALLS(IN ENTIRETY);DOORS,WINDOWS,LIGHTING FIXTURES,ETC I"I L. _"�' .'. __-_ _- ,. ." .-__ - -! _ -'.. ._" _- _- _.- - '. .- J °"LI PROJECT STATUS: 04 REMOVE EXISTING EXTERIOR DOOR AND STAIRS IN ENTIRETY(TREADS,RISERS,STRINGERS,ETC.) ------`------------ ---------------------------------------------- - CONSTRUCTION D5 REMOVE EXISTING EXTERIOR CHIMNEY IN ENTIRETY,INCLUDING ANY ASSOCIATED FOUNDATION WALL AND/OR FOOTINGS EX15T GRADE T.O.NEW FOUNDATION DOCUMENTS D6 REMOVE EXISTING INTERIOR WALLS IN ENTIRETY;FROM FLOOR TO CEILING,INCLUDING DOORS(WHERE SHOWN) ISSUE DATE: D7 REMOVE EXISTING FIREPLACE,MANTLE,CHIMNEY,FLUE,ETC IDS REMOVE EXISTING HEARTH,CHIMNEY,FLUE.ETC I 1431I18 D_ D9 REMOVE EXISTING ROOFS IN ENTIRETY;RAFTERS,BEAMS,SHEATHING,FLASHING.INSULATION,ROOF SHINGLES,GUTTERS,FASCIA BOARDS, got RAKE BOARDS,ETC. I 4 WEST ELEVATION-DEMO 0 ao EXIST GRADE D . N M a LLJ o U ZA3.2 A3.1 A3.3 A3.1 O 0 LLJ LL,� ss•-r+/- Q l/1 Z SQ 13' 5" LJ_I W > ` Q I.- . 4. 3.. Ck <�) 16' 6" T-i0" Q = oc B3 Y 1 Q X N > Q r z Ln z -4'-1314"TOP OF NEW DUST COVER - Z F BorroM of AccFss , - NEW FULL J = A3.z NEW CRAWL SPACE OPENING Q CRAWL SPACE O BASEMENT (2)P.T.4.4 PO 5T5 (w/2'DUST COVER) DUST COVER HT. z Q�43'-13/4"TOP OF NEW SLAB - Q y W - , (COORDINATE LOCATION O Q WITH WALL5 ABOVE) 20'-41/4" 6'-9" < 81 - _ 18'x 18'x 1 2' NEW P.T.4 x 6 POST CONC{{{I FOOTI CONC.FOOTING Up li 3 112 DIA. uu cow n L 12" CREATE NEW CONC. OOTING : FX15T OPENING N.W. ING CMU OR WALL NEW P.T.4 x 6� FURN P05T ABOVE DUCT PENETRATION5- I E1 NEW H555- LOCATION-TBD 3.5'x-1 _ - 5TLCOLUMN v 1 Om ❑ ❑ EXI5T.4 x6 _ __ __ _____________ � 4 P05T5 L EX15T CRAWL SPACE u s ^ E - EX15.40'HT.BOO /� CO �p T "O \� m �L EXIST.(2)2 X O I CMU WALL m N41 BEAM ABOVE 1 li U EX15T.CMU PIER5 EX15T.4.8 EX15T CRAWL 0 O -- BEAM ABOVE SPACE EX15T FULL - - NEW P.T.4.6 P05T C � ---� — ----� BASEMENT —� 0 3 U -6'-13/4"TOP OF EXIST SLAB V v REMOVE EXISTING EARTH TO CREATE A LEVEL AREA THROUGHOUT EXISTING CRAWL 5PACE W O AND IN5TALL A 12 MIL POLY VAPOR BARRIER AND COVER WITH A POURED CONCRETE 2'DUST COVER EXIST.(3)2 X 10 O BEAM ABOVE U o W ° W H O� Z L N LINE OF EX15T.,DECKS ABOVE Q 3 i i K w S 0110 � o J. � C UNE OF PORCH ABOVE NOTE: Z_ COORDINATE ALL NEW POST LOCATIONS g --�-- P.T.4.4 P05T5 ONO' WITH PARTITIONS/STRUCTURE ABOVE. d F - DIA.50NOTUBEFORMED REFER TO STRUCTURAL DRAWINGS FOR = MORE INFORMATION AND SPECIFICATIONS. w m 6•_B" B„«/ CONC.PIERS W/24'DIA. W LL �(-,{ BELL FOOTING 48'MIN _ BASEMENT PLAN-PROPOSED C. Below FIN.GRADE z o o v S o PROJECT STATUS: CONSTRUCTION DOCUMENTS ISSUE DATE:- . a 0 ro 0 0 A1 .0 N f� NOTES: 65-1"+/- 1.ALL DIMENSIONS ARE TAKEN FROM 12'-3114" 22'-71/2" -FACE OF STUD TO FACE OF STUD 19-5 2.ALL DOORS ARE TO BE 4"CLEAR 7 1 O N THE HINGE SIDE,UNO. A5.3 - 12 31/4" 9'-81/2" 9'-8 1/2" 9'-5" �L 6 1115/16" 7' 1015116' - A5.3 - L____ _ 3.CLOSET DOORS ARE TO BE CENTERED 2 Al i At Al Al Al Al Al ---- ------------ 1 ON D2 CLOSE SPACE,LINO _______ , cw ni-is '{ .N. .aA� 1 -- --- 117 2JACK =__ ___� r____ I - 1 O 30'x 6O°' j I 30°x 60°' 1 _ N 84'BENCH 5HOWER .I' STUDS, CL05 I SHOWERb�W�. 1� - w .. ,I - TYP. 1 -I"' - A3.2 i EN SUIT_E BATNRM _ j i _ INTERIOR PATIO I'I `r---MASTER BEDROOM i d MASTER BATH - y i ~. lJ N W 499� _0 �. y u I 111 NEW SLIDER 110 NEW 51LIDER l09 NEW SUDER - ' W 'BENCH kLU m N rur cw 9` SHELVES 1 cw nr-iz t3 2 e TOILET I_ _ L 4'-5" 6'_9" 6-9.. 4,_5,,,*. // 1 < w ff - o ..o w nT- a 116 Ck UL 4 16• 4'.. Z-Q B'-214' 4B Im W. Lu L / D 5B- - 81 - Q _____ __ z � _ "-- 1 F— 0 CL O 8 A5.2 I CLEAR - o ,. BD e. Z Ln L/1 FX15T BEDROOM °/ y a 7 1 / I t_.............. N ? \L ^ Z. - NO 2 TV ABOVE - - 1 (-- N N AS 2 - Z - I -6A CENTERLI EOFROOM' -oI _V AI FIREPLACE m 4%6 POSTS AT EA.END OF DBL LVL BEAM FOR7 a J Q ' ..,�.. T-5" B1 Z _... ^ O 5HIP'5 LADDER MOUNTING RAIL'PROVIDE DEL Si I m - J 6 JOISTS k BLOCK NG UNDER POSrS u 1r-113/4 _ LIVING AREA ;., KITCHEN ._. ...:14�_. .. .. _ ......_ ,..., �. ITI 2 Dt 4'_l' 4B i 6 V 1 W Q `! a ______GLOB ______ o " A5.2 I 0 PATCH FLOORING WHERE HEARTH - 114 - 1 - WA5 REMOVED - W FIREPLACE SURROUND,MANTLE AND HEARTH 1 Q O11E ' BY OWNER AND COORDINATED WITH GC LL 113 b 1 4B ry ,FLANKING 5HELVE5 AND BUILT-IN5 BY OWNER - a L INFILL DECK W/-LIKE CONSTRUCTION .EXIST ATN "+ SD.COORDINATEDWITHGC I ______________________ A3.3 48 - BI`� I WHERE CHIMNEY 15 REMOVED WEAVE NEW DECKING IN TO EXISTING: i� ��'_° (SKYLIGHT OPENING ABOVE TYPICAL 103 .Q log - ALIGN S EXIST.UPPER DECK EXIST.LOWER DECK c _ - CLEAR - --DINING AREA STUDY AREA6-0" - CL rur cw LOS I r c� ____________ _ _ ___r __� _ - 82 EX15T BEDROOM �r _. ----- 0 No.I - ENTRY - 3 Bz L E 2.JACK STUDS a m D7 C1 Q 0 N o m w � m z - o i,. 2JACK tOt O STUDS �.�:'_ 'reaw. 10 01 ®1 D1 4'-10" 3'-53/16" T-613/16 4'-21/16" - - ._,..,.._. L4 0"l� 7 J3,-_6" 3' 6. - 9'_4" 0" - EO � E. �� � C C 4 4 4 4 of 1, 4 0 3 EO. EO U p UI FIRST FLOOR PLAN-PROPOSED - - - � ,� Q 1/4'._1'_0" A21 Q g cc _ .................... _ __ px . Q _ - _ 17 LINE OF EXTERIOR n - FACE OF WALL BELOW Z _ - - — 5 ^� K C Y Q - _ ................ Q Y ) Q .m _ W�II VFI 6� � Ex15r.DecKs BELOW I'I, PROJECTSTATUS: - CONSTRUCTION -� DOCUMENTS ISSUE DATE: i rz13+h8 N _ I2 6.I2 N A1 .1 a - _ 2 PROPOSED ROOF PLAN 2 1 2 A3.2 A3.1 A3.1 I I I 1 rd i' TYPICAL ASPHALT ROOF ASSEMBLY �I I CERTAINTEED ASPHALT ROOF SHINGLES(OR EQUAL).STORM NAILED OVER 3 l FULL COVERAGE TRI-FLEX w/ICE t WATER BARRIER Q ROOF EDGES AND VALLEYS OVER 7 PUSHING PACKAGE SUPPLIED 5/8'ZIP SHEATHING WALL JOINTS TAPED OVER L7.1 I x4 OVER I x 1 O PVC RAKE BOARD si - A3.3 = TRIM,PRIMED t PAINTED,TYP BY VEWX,INSTALL PER MANUF. 2x 12 RAFTERS w/7 1/2'CL05ED CELL SPRAY FOAM IN5UL(R-51) w j INSTRUCTIONS-TYP. PLUS 3 112'FIBERGLASS INSULATION(R-)3) �. (W -_---_.--. -_...---. -_---._- 1x35TRAPPING OVER - OVER I/2"BLUEBOARD wNENEER PLASTER - O 1 3 WHITE ALUM.K-STYLE GUTTERS-TYP. Si I x4 OVER 1.10 PVC RAKE BOARD N Z - TRIM,PRIMED t PAINTED.TYP Z WQ V @ ! E E J P1.8 PVC ANTED.FASCIA AIT 13O SO TRIM PRIMED 6 - L I x8 PVC FASCIA BOARD TRIM w/GUTTER, Q LIJ I TYP ALL e ; 1 I - __ L_ __J L____- --J I - PRIMED t PAINTED,TYP AT ALL 5OFFIT5 — ��/� ' I x6 PVC FREEZE BOARD. Q< L ;. x6 PVC FREEZE BOARD. - P MED t _ - - - - - 8_ I, .. PRIMED t PAINTED - ...,._.:.._ _.. ..._ ..... ... ....:.. .. ,•..r�•..,,_ _ _ 6 ZI w Q RI PAINTED T.O.PLATE . ` ,': CEDAR VALLEY 5.3 AE%POSEONS NRU PANEL SIDING(OR EQUAL)OVER x4 PVC TRIM AT TOP OF Ix3 STRAPPING OVER ~ O WINDOW5.PRIMED t PAINTED,TYP �'. '�. `� a .;"; 1.aC 1 (R 5)I.25'RO%UL COMFORTBOARD 15 OVER ZQ !n Ln 1. PVC TRIM AT SIDE5 OF - Y�l. -- �.d --- -=� " ; . --- lE1�l 1 - - 5/8'ZIP SHEATHING w/ALL JOINTS TAPED OVER ^ Z WINDOW5,PRIMED E PAINTED,TYP K"J _m t _ '" _ _ -_ _ - x4 STUDS I G'O.C.w/(R-15)ROXUL COMFORTBATT INSULATION OVER 2 Q Ln Z 1/2'BLUE BOARD /VENEER POSTER Z PVC SILL TRIM AT BOTTOM OF - WINDOW5,PRIMED E PAINTED,TYP -. _ _ .... .. - x6 PVC TRIM AT CORNERS OF "- -' - FIRST FLOOR-SUB FLOOR O - - - - - - WALJ5,PRIMED E PAINTED,TYP - `� - T.O.NEWFOUND Q T EAST ELEVATION-PROPOSED el MIMI 0 0 DO NOT INSTALL RIDGE VENT C O TYPICAL ASPHALT N - ROOF ASSEMBLY ^/ O D p' TEG PVC BEAD BOARD AT b ' A3.2 V O SOFFITS AT BUILT-UP RAKES // TYPICAL ASPHALT ROOF ASSEMBLY C E 1 x4 OVER 1.10 PVC RAKE BOARD ' ILIL 3 TRIM,PRIMED t PAINTED.TYP [/j 3 I x G PVC 5UB-RAKE, / - - I x4 OVER I x 10 PVC RAKE BOARD * 3 PRIMED t PAINTED TRIM,PRIMED t PAINTED,TYP U' ' I TtG PVC BEAD BOARD AT 1 1 1 SOFFITS AT BUILT-UP RAKES U 0 0 PVCt KE. PRIMED PAINTED U/ t p x8 PVC FASCIA BOARD TRIM w/GUTTER, z ` I, 0 _. - _ _ _ — 8 6 m a i r ) PRIMED E PAINTED,TYP AT ALL SOFFITS T.O.PLATE - - I xG PVC TRIM AT CORNERS O w F i7l" `I x6 PVCRTRIM AT OP OFQ 0 FWINDOWS.PRIMED t PAINTED.TYP RTYPICAL EXTERIOR - .-_ _ _.- _- ® 1 .._-I , o+-1. clo WALL A55EMBLY 2 I x4 PVC TRIM AT SIDES OF v tai 103 - .. WINDOWS.PRIMED t PAINTED,TYP _ '•• - :- ._.-r-._ .. _'.. .. -�- PVC SILL TRIM AT BOTTOM OF P -I WINDOW5,PRIMED t PAINTED.TYP ppQ . FIRST FLOOR-SUB FLOOR ANIN TYPICAL FOUNDATION Z y WALL A55EMBLY TO NEW FOUNDATION O x Q o y o Ix PVC DOOR TRIM t L Q e _ m p EXISTING DECK 4STAIRS FIN GRADE Z v u'w¢ TO REMAIN p N p PROJECT STATUS: CONSTRUCTION Z NORTH ELEVATION-PROPOSED ISSUE DATE: 1/4„_�_0„ - g rz/3q,a EL 0 o A2.1 N m a _ TYPICAL ASPHALT ROOF ASSEMBLY CERTAINTEED ASPHALT ROOF-SHINGLES(OR EQUAU.STORM NAILED OVER FULL COVERAGE TRI-FLEX w/ICE♦WATER BARRIER Q ROOF EDGES AND VALLEYS OVER 5/B'ZIP SHEATHING WALL JOINTS TAPED OVER 1 2 - 2x 1 2 RAFTER5 w/7 1/2'CLOSED CELL SPRAY FOAM INSUL(R-5I) Al A3.2 PLUS 3 I/2'FIBERGLA55 INSULATION(R-13) 1.3 STRAPPING OVER OVER I/2'BLUEBOARD /VENEER PLASTER � I A3.1 A3.3 _ 1' IUJ L W o V Ln FLASHING PACKAGE SUPPUED - / t I" Z BY VELUX.INSTALL PER MANUF. 1 - IN5TRUCTIONS-TYP. �. * F T x4 OVER x 0 PVC Zuj V. ti RAKE BOARD TRIM, Z PRIMED t PAINTED,TYP O Q W E i I x8 PVC FASCIA BOARD TRIM w/GUTTER, F-• � � Vl PRIMED t PAINTED,TYP AT ALL SOFFITS < LnZ i - I'I __j L.___ I �__ J _ _ xG PVC FREEZE BOARD. � W Q cc __ __ �. ARD C EL E PRIMED t D TYPICAL NEW WALL CONSTRUCTION - — - - - - - e 6 CEDAR VALLEY 5.3 EXPOSED SHINGLE PANEL SIDING(OR EQUAL)OVER „,, _ PAINTE C2 C2 C2 ll C2 J _.. .w ....a- Ix4 PVC TRIM AT TOP OF Ix3 STRAPPING OVER e I F - (R-5)I.25'ROXUL COMFORTBOARD IS OVER " ' " MnE)21�2� '"' �-_. _ - „ - - TYP ._ _.._. .. -mac.,.... ' ...._� __,_ .._ _- ...: PRIMED 6 PAINTED. T. _ a. 5/8'ZIP SHEATHING w/ALL JOINTS TAPED OVER _ _ I QQQ L/1 111 2x4 STUDS Q I G'O.C.w/(R-15)ROXUL COMFORTBATT INSULATION OVER a -- - -`I - - .WINDOWS PRIMED tI PAINTED.TYP Q \ ^ Z I/2'BLUE BOARD wNENEER PLASTER _... __ __ _ i _ .�.� L15. _ - x6 PVC TRIM AT CORNERS OF WA PRIMED<PAINTED TYP N Z _ .. le Ai Fl� AlAl PVC SILL TRIM AT BOTTOM OF ...:.t .... WINDOW5.PRIMED t.PAINTED.TYP _ � J i - - - - FIRST FLOOR-SUB FLOOR _ —� Q V) LLJ T.O.N—FOUNDATION 13'-5". FIN GRADE WEST ELEVATION-PROPOSED TYPICAL ASPHALT ROOF ASSEMBLY C 0 O TSG PVC BEAD BOARD AT - - m SOFFITS AT BUILT-UP RAKES 41 U m 1 x4 OVER 1 x 1 O PVC RAKE BOARD O TRIM,PRIMED t PAINTED,TYP L1 O awl 1 I x PVC FREEZE BOARD, ^`' C A3 z PRIMeD t PAINTED rED TYPICAL NEW EXTERIOR FINISH D 3 A33 CEDAR VALLEY 5.3 EXPOSED SHINGLE PANEL 51DING(OR EQUAL)OVER U 3 ( 1.3 STRAPPING OVER 3 (R-5)I.25'RDXUL COMFORTBOARD 15 OVER + 5/S"ZIP SHEATHING w/ALL JOINTS TAPED Ol _ W Z= � 0 _ m Q 2 - - - - - LATE a _ ,.. •__ 1 be%YJ do I x6 PVC TRIM AT TOP OF WINDOWS.PRIMED t PAINTED,TYP82 Q v _ - a Ix4 PVC TRIM AT SIDES OF r - LL WINDOWS,PRIMED t PAINTED,TYP � TYPICAL EXTERIOR I 1 WALL ASSEMBLY 1 (a PVC 51LL TRIM AT BOTTOM OF 1 ( r R �" WINDON5,PRIMED C PAINTED,TYP I xG PVC TRIM AT CORNERS OF Y r 1 t- 1 I f f i w lR lm WALIS,PRIMED t PAINTED,TYPTL FIRST FLOOR-SUB FLOODR z _ O TYPICAL FOUNDATION FIN GRADE T.O.NEW FOUNDATIO t N Q w 0 0 t WALL A55EMBLY _ ._..._I -1' ¢ V 1 mm O Q3Q � QQ 1 C V V Q PROJECT STATUS: CONSTRUCTION SOUTH ELEVATION-PROPOSED DOCUMENTS ` ^ ISSUE DATE: a 0 0 0 ci m - o A2. N • (7 a TYPICAL ASPHALT ROOF ASSEMBLY CERTAINTEED ASPHALT ROOF SHINGLES(OR EQUAL),STORM NAILED OVER - FULL COVERAGE TRI-FLEX w/ICE t WATER BARRIER Q ROOF EDGES AND VALLEYS OVER 5/8'ZIP SHEATHING WALL JOINTS TAPED OVER 2.12 RAFTERS.17 I/2'CL05ED CELL SPRAY FOAM IN5UL(R-51) - PLUS 3 112'FIBERGLASS INSULATION(R-13) 12 12 1x3 STRAPPING OVER 7 4 7 OVER 1/2'BLUEBOARD wNENEER PLASTER TYPICAL NEW WALL CONSTRUCTION. -^ - �( - CEDAR VALLEY 5.3 E%POSED SHINGLE PANEL SIDING(OR EQUAU OVER N - qq 1 I o' I 2.10 CEILING JOISTS Qa 16°O.C. O x3 STRAPPING OVER 4 I — (R 5) 25'ROXUL COMFORTBOARD S OVERLu I I 5/8'ZIP SHEATHING /ALL JOINTS TAPED OVER O V Ln L 2.4 STUDS Q I G'O.C:w/(R-15)ROXUL COMFORTBATT INSULATION OVER 1„ 1/2'BLUE BOARD wNENEER PLASTER Z PLATE Z W Q - 8' 6 O _Q LLJ DINING AREA. KITCH N 'MAS R BEDROO T.O.TMPaCPALYwooD suIBFLooR LOOR CONSTRUCTION —' _ A4.1 EXISTING WOOD FLOOR CONSTRUCTION o - FIN1sH FLOORING OVER Z Q FINISH TILE FLOORING OVER OVER - UJ C ` I/2'PLYWOOD UNDERLAYMENT OVER 1 11 p E - 2.10 FLOOR JOISTS @ I G"O.C.w/ _ w W > C - EXISTING PLYWOOD SUBFLOOR OVER 1- I 9°BATT MINERAL WOOL INSULATION EX15TING 2.FLOOR JOISTS 10 -. 106 NEW s°rHK.CLOSED CELL SPRAY FOAM INsuL.(R-3a) TYPICAL NEW FOUNDATION WALL .1 DECCO 20 WATERPROOFING SEALER OVER - m N z X d ' 8 CONCRETE W OVER - - I - O FIRST FLOOR SUB FLOOR Q ^ - :. ALL :3 / T.O.NEW FOUNDATION Z Q CRAWL SPACE A41 N v^c F L € BASEMENT-TOP OF SLAB -8-1 3/4 . _ _ _ _ __ �' - _ A N m •R- � Aka a TYPICAL CONCRETE DUST COVER � r COVER OVER 2° INSULATION(R-10),2'-0°WIDE Q PERIMETER OF FOUNDATION OVER 2 MIL POLY VAPOR BARRIER OVER - BUILDIN u G SECTION THRU KITCHEN ADDITION - WELL COMPACTED Fl ❑�;' ,.� rz 12 TYPICAL ASPHALT - 7 41 ROOF ASSEMBLY - - ` m 00 by o 2xl FILING GISTS 16'O.C. ^' - - - T.O.PLATE I� - ® ry A4.1 U 3 l + V v TYPICAL EXTERIOR - - WALL ASSEMBLY STAIR - NASTERIBA H - j W 3 TYPICAL NEW FLOOR - t CONSTRUCTION O 7 TYPICAL FOUDATION h p ONST WALL C N L N RUC O _ FIRST FLOOR-SUB FLOODR @ ui 0 °1 T.O.NEW FOUNDATION w 2 o J _ - NEW FULL LL 6 BASEMENT FIN GRADE F yF I - - BASEMENT-TOP OF S346'.�1 Z O BUILDING SECTION THRU BASEMENT ADDITION - - ❑ ❑ U 5 O PROJECT STATUS: - - CONSTRUCTION ' DOCUMENTS ISSUE DATE: . 1z/31118 `a N O o A3.1 N N TYPICAL ASPHALT ROOF ASSEMBLY CERTAINTEED ASPHALT ROOF SHINGLES(OR EOUAU.STORM.NAILED OVER - FULL COVERAGE TRI-FLEX w/ICE!WATER BARRIER @ ROOF EDGES AND VALLEYS OVER 5/8'ZIP SHEATHING WALL JOINTS TAPED OVER 2x 12 RAFTERS w/7 1/2'CLOSED CELL SPRAY FOAM IN5UL(R-5I) PLUS 3 1/2'FIBERGLASS INSULATION(R-13) W N VELUX 5KYLIGHT,INSTALL PER Ix3 STRAPPING OVER MANUFACTURERS INSTRUCTIONS TYPICAL NEW WALL CONSTRUCTION O O O O A4.1 CEDAR VALLEY 5.3 E%POSED SHINGLE PANEL SIDING(OR EQUAL)OVER O v *-,A, 1.3 STRAPPING OVER I.- -- �'- Fill / 1 1 (R-5)1.25'ROXUL COMFORTBOARD IS OVER 's s 2.10 CEILING JOISTS I G'O.C. - i 5/8'ZIP SHEATHING /ALL JOINTS TAPED OVER Vluj V 2.4 STUDS @ I G'O.C.w/(R-1 5)ROXUL COMFORTBATT INSULATION OVER Z i ? ---- -- ---� I UE BOARD w NPLASTER LA a � t i I i - - - — - — - 8_6 O C, 2—) C C2 C2 w O 2x 1 O CEILING J T5 1 G'O.C. Z) � Z LL Ci' 1 F-.. ...I j 411�IA5TEP T O PLATE'I IL Ai� TYPICAL NEW WOOD FLOOR CONSTRUCTIONSUfiE B TI1RM ;awl (10 NTERI R PATI BEDROOM yW�I Ds ,m O FINISH FLOORING OVER 0 O j B 7 3/4'PLYWOOD SUBFLOOR OVER Q `lIM��ASililTER BATH j O 1 9-BATT MINERAL WOOL INSULATION Z < N a Iz BASEBOARD TYP — A4.1 I I FIRST FLOOR-SUB FLOOR � Z FIN GRADE FIN GRADE T.O.NEW FOUNDATION I— I&-1s '^ NEW CRAWL5PACE ris NEW FULL + E L p VI W � BASEMENT I'k TYPICAL NEW FOUNDATION WALL Q 7111 ;L�IIyqI141, c.;_t a Itrl{c /IF la �I. all ai9llli u,11^ u11a111:. �Iqr"I m Ni mr L g r".."wo I Y () fit J Y° I.,I'I'�„ 1 1 1 ( Ilm' DECCO 20 WATERPROOFING SEALER OVER "il L J 11,�1tr,Il 1 4 1Y u, 1Y1 I� r'. T 8°CONCRETE WALL OVER 4a L < ks'� _ lO 1. �- 1 J. - a.,•� -`-' IMF'.-a^' �� '" := ..�'d. u� hT H - ;:!a..ar., BASEMENT-TOP$F 68 7. S 6' :_. TYPICAL CONCRETE DUST COVER " +,. - I 2'CONCRETE DUST COVER OVER �u 'Y^Il'T Ili.4a u.vN i'�Q .,< v &tn�a°Ty if€.># •f. _RAr,= i,r ea xtrG� .,�. _ AIIdr^xn, rE�,° _w.•2•XP5 RIGID INSULATION(R-10).2'-O'WIDE @ PERIMETER OF FOUNDATION OVER"t 12 MIL POLY VAPOR BARRIER OVER ❑rI ' WELL COMPACTED FILL BUILDING SECTION THRU ADDITION 1/4"_ - C T � U �� a0 b0 y! 0-U1 N C C 0 3 U n 4 12 12 v N 7 7 TYPICAL ASPHALT U O ROOF A55EM15LY W N � W O L V N O —_ 2.10 CEIUNG JOISTS @ I G'O.C. w 2 � ® a0 �J T.O.PLATE �LL O B'-6" V O IN K O INTERIOR PATIO --'--- LIVING AREA STUDY AREA TYPICAL WOOD FLOOR _ 1D h Z N N O CONSTRUCTION 5 - 1 c I � TYPICAL EXTERIOR —___._ --_-Ili, w Q - WALL ASSEMBLY FIRST FLOOR-SUB FLOOR m TYPICAL FOUNDATION -�� - - - - m WALL CONSTRUCTION FIN rRAQP A5 t k EXISTING CRAWLSPACE -xv1 !EXISTING WOOD T.O.NEW FOUNDATION Z Y "' FLOOR CONSTRUCTION NEW CRAWLSPACE ro OP.er : I rF�ai/ _ F,I Isb ,_ FI If i:..4 N 1IiN'I ild 11j1- IIIh L��I� 1 1 i �t1 1 E .�➢ a r lI-L7 L f 3 �1 +I9- L L IL 71 r' [^' 1,n t �. PROJECT STATUS: CONSTRUCTION DOCUMENTS ISSUE DATE: 12/31116 — 1 �14IJ Irk �'I q��°y+C•RU ^��C a �1�1i „� �=",�*1111'I11G1"'ti.� �u���)In..IjIIIfIV�1� '�I 111kIP,,, ,i i�l�l. LFI .w 1+r��,d llll ll II I e..��.,��1�IL;I�NI� a` �� - m m 2 BUILDING SECTION THRU LIVING ROOM ADDITION N !h a I TYPICAL ASPHALT ROOF ASSEMBLY CERTAINTEED ASPHALT ROOF SHINGLES(OR EOUAU.STORM NAILED OVER FULL COVERAGE Ti w/ICE t WATER BARRIER Q ROOF EDGES AND VALLEYS OVER 5/8"ZIP SHEATHING WALL JOINTS TAPED OVER 2x 12 RAFTERS w/7 I/2-CLOSED CELL SPRAY FOAM INSUL(R-51) PLU5 3 112'FIBERGLA55 INSULATION 113) Ix3 STRAPPING OVER OVER 112'BLUEBOARD wNENEER PLASTER �t ... -... ... _� .. z _ _. .h LLI N __ .... _ .-.... = W V Lu III� - TYPICAL ASPHALT ROOF ASSEMBLY O Z D CERTAINTEED ASPHALT ROOF SHINGLES(OR EOUAU.STORM NAILED OVER N w V ..,7 FULL COVERAGE Ti w/ICE 6 WATER BARRIER p ROOF EDGES AND VALLEYS OVER Z a L-.. �"NN`dC, 5/8'ZIP SHEATHING WALL JOINTS TAPED OVER Q Q Li < Y 2x 12 RAFTERS w/7 I/2'CL05ED CELL SPRAY FOAM IN5UL(R-51) V) ----------, PLUS 3 I/2'FIBERGLASS INSULATION 113) - W Q �• Ix3 STRAPPING OVER CC .W I OVER 1/2-BLUEBOARD w/Vi PLASTER > Ix PVC TRIM,PAINTED I LJ.I (3)2.10 BEAM I T.O.PLATE < 11" PVC COLUMN CAPITAL I I A41 x N Z CAPITAL WIDTH I '� I Q \ r Z i I, /� Z ------ Z J TYPICAL EXTERIOR FINISH ASSEMBLY J = CEDAR VA 1E 5.3 EXP05ED SHINGLE PANEL SIDING(OR EOUAU OVER ~ Ix3 STRAPPING OVER _ NOTE: Q (R-5)1.25'ROXUL COMFORTBOARD 15 OVER FINAL FLASING S HOUSE WRAP Q L LI 5/8'ZIP SHEATHING /ALL JOINTS TAPED INSTALLATION TO BE VERIFIED > W ARCHITECT IN FIELD PRIOR < > TO INSTALLATION I �s �I = z I TYPICAL NEW WALL CONSTRUCTION w- CEDAR VALLEY 5.3 EXPOSED SHINGLE PANEL 51DING(OR EOUAU OVER - - U w j x PVC COLUMN WRAP rI i Ix3 STRAPPING OVER (1 I.25'ROXUL COMFORTBOARD IS OVER r 5/8'ZIP SHEATHING /ALL JOINTS TAPED OVER o 2.4 STUDS p I G'O.C.w/(R-I 5)RO%UL COMFORTBATT INSULATION OVER m U 1/2'BLUE BOARD w/Vi PLASTER rA III 1 PT 4.4 POST,SEE 5TRUCT - TYPICAL NEW WOOD FLOOR CONSTRUCTION DWG5 FOR DETAILS III A I 3/4'SPLYWOOD SUBFLOOR OVER I� 2x IO FLOOR JOISTS Q I I O.C.w/ E - (^ 9'BATT MINERAL WOOL INSULATION A4.1 ^/ C O V — — A41 FIRST FLOOR-SUB FLOOR L U III t\ xlxX t .X , D 1 °b I N C I 1 BASE WIDTH I _ _ T.O_NEW FOUNDATION C 3 O 3 FIR FLOOR-SUB FLOOR — —� I SUB-FLOOR PVC COLUMN BASE Ka ( + FIRST FLOOR-SUB FLOOR ----' --- v ll FIN GRADE ' I T.O.DECK rLjj _—_—5/4'x WOOD TREAD �., I' I }Oj x WOOD RISER - - III _ U o T.O.NEW FOUNDATION MAINTAIN 1/2'MIN GAP BETWEEN 111/2" DECKING AND EXTERIOR WALL TYP a, FIN GRADE U ut CONSTRUCTION AND SIDING 1 I II o m > a STRINGERS AIR _ TYPICAL NEW FOUNDATION WALL w = li _ DECCO 20 WATERPROOFING 5EALER OVER CONCRETE WALL OVER = I _- , i I I = I I '1 � I )I mQ I iill—IIII i III I — Mum NT FRO PORCH COLUMN DETAIL TYPICAL CONCRETE DUST COVER !) 1 3 III=I III=III _ I = = 2'CONC DUST COVER OVER IIII 2'XPS RETE RIGID INSULATION(R-10).2'-0-WIDE Q PERIMETER OF FOUNDATION OVER I'I = 1 2 MIL POLY VAPOR BARRIER OVER WELL COMPACTED FILL - Z 1/2'CONTINUOUS COMPRE55ABLE FILLER AT SLAB EDGE O 2' 0.. BASEMENT TOP OF S IAB I. III _ N LI Q a m _ I PERFORATED DRAIN PIPE SURROUNDED BY COURSE GRAVEL(NO FINES)w/FILTER m o III IIII 1 FABRIC AT PERIMETER OF HOUSE.TYP. Z w . I DRAIN TO ORYWELL-COORD.WITH CIVIL ENGINEER<SITE CONTRACTOR 3 w F= II 11I 11 I o � g o 11 l PROJECTSTATUS: CONSTRUCTION' DOCUMENTS ISSUE DATE: u 31 1 a 66 0 m N A3.3 a TYPICAL WALL SECTION-EXISTING TYPICAL WALL SECTION-NEW VELUX SKYLIGHT,INSTALL PER MANUFACTURERS INSTRUCTIONS Ix TRIM Q OPENING FINISHED TO MATCH CEILING TYPICAL ROOF CONSTRUCTION SEE 5HT AO.2 rALOW HEAD OFF UGH OPENING In OR MAXIUM LLI HT = lUJTYPICAL CEILIN Q v112"GWBw/1x3 �. 7 Z LW_ U 4 SKYLIGHT DETAIL 2x6 LADDER FRAME t Q _ CONSTRUCTION ROOF SOFFIT J TYPICAL ROOF CONSTRUCTION SEE SHT AO.2 X (L Z Q Ln L l/I - Z Z J Q Ix40VER IxIOPVC Q _ - RAKE BOARD TRIM. p PRIMED k PAINTED,TYP Q N o uw 1.PVC SOFFIT BOARD, Q > PAINTED,OVER 314'PLYWOOD I x6 PVC FREEZE BOARD CORA-VENT AT UNDERSIDE OF ROOF SOFFITS,TYP (2)2.4 TOP PLATE TYPICAL WALL CONSTRUCTION SEE 511T AO.2 91 3 ROOF OVERHANG DETAIL •, min TYPICAL ROOF CONSTRUCTION ❑ ❑ SEE 511T AO.2 k 5-200 ICE AND WATER SHIELD TO EXTEND N E UP 3'-O'FROM ROOF EDGE C O p SIMP'H2.5'HURRICANE CUP®EACH RAFTER-TYP px rp LO TYPICAL WALL CONSTRUCTION I )W RIGID INSULATION a0 by BOARD w/TAPED JOINTS TYP. 1 x5 WOOD BASEBOARD SEE SHT A0.2 (2)2 O C NEW TILE FINISH FLOOR 2X4 SILL PLATE x4 TOP PLATE O 3 METAL DRIP EWE U PT 2X4 RIPPED TO I 1/4'W 5/4''x WOOD TREAD 3 NEW I/2'CEMENT OR 2 LAYERS 3/4'PLYWOOD - + BOARD UNDERAYMENT CORA-VENT AT UNDERSIDE OF N SOFFITS k BOTTOM OF WALLS,TYP _ _ T.O.PLATE FIRST FLOOR-SUBFLOOR Ix WOOD RISER 8'-6" w O 0" 10"TYP ALUM GUTTER,COLOR TED U o O a (4)2.12 STAIR R � � 1.8 PVC FASCIA BOARD, U1 STRINGERS PRIMED AND PAINTED, Ix PVC DOOR SILL TRIM Z OVER 2.BLOCKING r '' i 2x6 NAILER 1.12 PVC SOFFIT BOARD,PRIMED w O EXISTING FLOOR CONSTRUCTION 4'CONCRETE SLAB AND PAINTED,OVER I/2'PLYWOOD '0 ¢ SEE 5HT AO.2 BASEMENT-TOP OF SLAB 1.6 PVC FREEZE BOARD ¢ -a-1144 CORA-VENT AT UNDERSIDE W 2x6 DECK JOISTS - OF SOFFITS,TYP a ® O � METAL FLASHING - ¢ FOUNDATION WALL 2x6 LEDGER BOARD STAIAD DETAIL-� -'EXISTINGR RISER/THE 6 1 1/2"=1'0" vLL 8 TOP OF FOUNDATION DETAIL AT NEW DECK 2 ROOF EAVE DETAIL NEW TILE FINISH FLOOR 48 NEW 1/2'CEMENT - CLOSED CELL SPRAY FOAM TYPICAL WALL CONSTRUCTION BOARD UNDERIAYM ENT INSULATION @ INSIDE FACE OF TYPICAL WALL CONSTRUCTION ki Q SEE 5H RIM BOARD.TYP T A0.2 EXISTING FLOOR CONSTRUCTION TYPICAL FLOOR SEE SHT A0.2 0 FT 2X4 RIPPED TO I I/4'W TOP OF FINISH FLOOR SEE SHT AO.2 CONSTRUCTION SEE SHT AO.2 TYPICAL FLOOR _w OR 2 LAYERS 314"PLYWOOD CONSTRUCTION SEE SHY AO.2 O v o CORA-VENT AT UNDERSIDE OF 1. - _ _ _ FIRST FLOOR-SUB FLOOR _ _ FIRST FLOOR-SUB FLOOR �1 y m V � o SOFFITS k BOTTOM OF WALLS,TYP �, 0" 0" Z O METAL FLASHING �i w t Y 2.BLOCKING ,. 2.RIM BOARD o S o EXISTING DECK CONSTRUCTION 2,DEL SILL PLATE n ,1 I PT 2X4 RIPPED TO 1 1/4'W 112,GWB CORA-VENT AT BOTTOM OF WALL5,TYP PROJECT STATUS: CONSTRUCTION ' .. SIMP°LUS2655'FACE MOUNT HANGER DOCUMENTS T.O.NEW FOUNDATION (2)2x6 P7 DBL _ T.O_NEW FOUNDATION ,� -1'-1" 2.10 LEDGER BOARD 51LL PLATE } -1'-� �/ - ISSUE DATE: EXISTING FOUNDATION WALL SILL SEALER I I2/31/1e IL ANCHOR BOLT IC k6 - TYPICAL FOUNDATION WALL GRADE m CONSTRUCTION TYPICAL FUND SEE SHY A0.2 CONSTRUCTION SEE SnT A0.2 TYPICAL FOUNDATION WALL'w/FURRING �'..... TOP OF FOUNDATION DETAIL AT EXIST DECK EXIST I NEW FLOOR CONSTRUCTION 1 TOP OF FOUNDATION WALL DETAIL A4.1 FINISH SCHEDULE FINISH MATERIAL SCHEDULE FINISHES- MARK DESCRIPTION MANUFACTURER SME FINISH COLOR No. - REMARKS $q WALLS CEILING No. ROOM NAME FOOTAGE FLOOR TRIM NORTH EAST SOUTH WEST MAT HT REMARKS Ceiling 0. ZE Mel PT1 ZERO VOC SHERWIN-WILLIAMS IPROMAR IFLAT IWHITE IBlOW01051 BASEMENT Floor Material 6001 NEW FULL BASEMENT 212 SF CONIC PTD-0 PT2 PTD-2 PTD-2 PTO-2 PTD-2 TO 8x36 CERAMIC TILE DAL-TILE INTERNATIONAL INC ILAKEWOOD GRAY ILWO3836HDlP31 B002 EXIST FULL BASEMENT Z06 SF CONIC - Trim Material FIRST FLOOR PTD4 IZEROVOC SHERWIN-WILLIAMS IHARMONY SEMI-GLOSS ALABASTER ISW7008 100 ENTRY 77 SF T-1 PTD-4 PTO-2 PTD-2 PTD-2 PTD-2 PTD-1 11'-10 3/4" SLOPED CEILING - 101 DINING AREA 148SF T-1 PTD4 PTD-2 PTD-2 PTD-2 PTD-2 PT0.1 11'-10314' SLOPED CEILING Wail Material 102 KITCHEN 220 SF T-1 PTD-0 PTD-2 PT0.2 PT0.2 PT0.2 PTD-1 11'-10 3/4" SEEKITCHEN ELEVATIONS SHT A5.2 FOR TILE T-2(BACKSPLASH)LOCATIONS PTD-2 ZERO VOC SHERWIN-WILLIAMS HARMONY FLAT GOSSAMER VEIL 9165 103 LAUND. 71 SF T-1 PTD-0 PTD-2 PT0.2 ---PTD-2 PT0.2 PTD-1 8'-0" PTO, ZERO VOC BHERWIN-VIA AMS DU RATION HOME MATTE GOSSAMERVEIL 9165 LJJ In 104 MASTER BEDROOM 207 SF T-1 PTD4 PTD-2 PTD-2 PTD-2 PTD-2 PTD-1 11'-103/4'. SLOPEDCEILING STA GRANITE ISTONE TEK IHONED IJETMIST 105 MASTER BATH 118 SF T-1 PTD-0 PT0.3 PT0.3 PTD-3 PTD-3 PTD-1 8'-0" ISLOPED CEILING,SEE BATHROOM ELEVATIONS SHT A 5.3 FOR TILE T4 LOCATION IN SHOWER T-2 3.9 GLASS SUBWAY TILE I BEST TILE PRECIOUS GEMS JESSENTLAL I PEARL GRAY 1289045 SEE KITCHEN ELEVATIONS SHEET A5.2 106 INTERIOR PATIO 164 SF T-1 PTD4 PTD-2 PTD-2 PTD-2 PTD-2 PTD-1 10'-0" SLOPED CEILING T-3 4X16 CERAMIC SUBWAY TILE BEST TILE BRIGHT WHITE ICE U081461 USC SEE BATHROOM ELEVATIONS SHEETA5.3 V - 107 LIVING AREA 509 SF T-1 PTD-0 PTD-2 PTD-2 PTD-2 PTD-2 PTD-1 1 V-10 3/4" 1 - 108 STUDY AREA 155SF T-1 PTD4 PTD-2 PTD-2 PTD-2 PTD-2 PTD-1 11'-103/4" SLOPED CEILING I— z 109 EXIST BEDROOM No.1 117 SF T-1 PTD-0 PTD-2 PTD-2 PTD-2 PTD-2 PT-1 10'-0" SLOPED CEILING NOTE: 110- EXIST BATH 33 5� T-1 PTD-4 PT0.3 PT0.3 PTD-3 PT0.3 PTD-1 10'-0" ALL WOODEN BASEBOARD TO BE 100 IN ALL Z L� V AREAS EXCEPT BATHROOM 8 KITCHEN 111 EXIST BEDROOM No.2 185 SF T-1 PTD-0 PTO PT0.2 PT0.2 PTD-2 PT0.1 10'-0" O Q ULJ N _ 112 EN SUITE BP,THRM 99 SF T-1 PTDd PTD-3 PTD-3 PTD-3 PTO-3 PT0.1 SLOPED CEILING,SEE BATHROOM ELEVATIONS BHT A 5.3 FOR TILE T4 LOCATION IN SHOWER S-1 STAIR 46SF - PTD-0 PTD-2 PTD-2 PT0.2 PTD-2 PTD-1 8'-0" STAIRS ARE TO HAVE PINE TREAD58 RISERS - ,^ Z NOTE:ALL WALLS AND CEILINGS TO BE BLUE.OAR.AND PLASTER WITH SMOOTH FINISH UNLESS OTHERWISE NOTED. V 1 w C_ W G DIY Q Q ACCESSORY SCHEDULE o z x a No. qTY MANUFACTURER MODEL FINISH DESCRIPTION REMARKS Z Q N Q Z FIRST FLOOR In z EN SUITE BATHRM Z } A 2 DVCONN EDISON M13AT3036W LIGHTED MIRROR Q A-2 1 FRANKIIN BRASS CHROME TOILET PAPER HOLDER F— A-3 2 FRANKLIN BRASS FUTURA CHROME TOWEL RING(6") A4 2 FRANKLINBRASS JAMESTOWN CHROME DOUBLE HOOK W MASTER BATH A 2 DYCONN EDISON IM13AT3036W I LIGHTED MIRROR �! A-2 1 FRANKLIN BRASS CHROME TOILET PAPER HOLDER A-3 2 FRANKLIN BRASS FUTURA CHROME TOWEL RING(6") A-0 2 FRANKLIN BRASS JAMESTOWN ICHROME DOUBLE HOOK C ^O � u u T N U �a. 1 m y o t ° 3 V v W ✓ O U a a) L L N (p � Q Q 2' K 3 Cr-3 �¢ vW 0 0 � t V V Q Q .6 m m 0 � 3 x PROJECT STATUS: CONSTRUCTION DOCUMENTS ISSUE DATE: a Ce 0 N A5.1 a 14'-3 3/4" 1'-6 3/4" - 6 4B CLEAR CLEAR A5.2 7IR .....� .._ - PTD-2 aO�- �ry ri -------- ...... m wATOR 0 m - r i i � °i w U 1 , 0 UNDERCOUNTER I I, \r�/ `r �' `r �'• ,`r D' ,��REFRIGERATOR 104 - p PTD-2 —- - 4 LL! LXLI KITCHEN U `.Q �' a �'I r,'��, Z = T-1 or DOOR f a MILLWORK Z LLl u FINISH FLOOR 3 PANELS HOOD Q 2 ----2� a p p% I r' I I' 19' PTD-z �, A O j V LL m COUNTERTOP l 11 a O GFI GFI GFI FI w w CC G 443 3 )-_________ o � m - IIRILl.l Dnv m k Q 8 i/9•R A5.2 O O O _ 0 UC REFRIG ___ w 0 _ _ Z Q K SINK, - REFRIGERATOR OVEN/RANGE m Z _ _ _ Q > Z O i Ix5 WOOD a O O O BASEBOARD Z } s A5.2 BA5EBOAARD 33" 33" 24" 9" 33" }FILLER FILLER 15" 16" 30" 16" IS.. FILLER iiiYYY OVEN/RANGE M V) -------- 0 ll1 LL1 1s• ---25"----1 s'-z" I KITCHEN ELEVATION-EAST KITCHEN ELEVATION-SOUTH > COUNTERTOPS CLEAR 2 1l2„=1,_D„ 3 1/2„_1,_O„ Q > 25" \\ LOWER COUNTERTOP ASE CABINETS --------_ BELOW,TYPBIN IA 2'-11/2" �,ENLARGED-KICHEN PLAN `J 1/2"=1'-�" 2 COURSES 3xG TILE APRON SINK ❑� 2.10 CEILING JOISTS 112 BLUE BOARD wNENEER PLASTER 5 �t 2.4 5TBD5 I A5.2 Z min I/2 GWB CEILING v �o �a a mw w � E w WSINK E= op O n 00 ,.� U 0 0u DISHWASHER bO W U 3 U N w BASEBOARD Q Y o 0 a 3 BY CABINETRY I/2 PLYWOOD N VI C 15" 1 30" 24" I� LVL BEAMS AND 3/&THK 1 f O ST 3 STEEL PLATE,SEE STRUCT Li U _ DWG5 FOR SIZE AND LOCATION / n 3 4 KITCHEN ELEVATION-NORTH 5 SECTION THRU KITCHEN COUNTER - 1/V Nw BDARv v 1/2"=1'-D' 1"=1'-0" wNENEER PLASTER .w Ix3 STRAPPING U p I12 GWB CEIUNG N B u H N s � 0 / I x STRAFING � � `0 j Q � Z Q � 2 F- 3 coo < o 0 d� �J Q 6A v LL r U ❑ PTD-2 PTD-2 m z ST 1 g z z PTD-2 v o > _ 2xG BLOCKING 25" Ow J COUNTERTOP �w m m 4 SHELVES SHELVES 2.4 z p w o 2 Y STONE VENEER Z o � so ry PROJECT STATUS: CONSTRUCTION d5`'I.�-' Z DOCUMENTS ' ISSUE DATE: FIREPLACE N17y.a, m 11 12/31/16 ® FIREPLACE " 0 A5.2 FIN FLOOR N m 8 FIRE PL ACE WALL �.-SEC,IODN(a�FIREPLACE SEC'IODN to CASEWORK SOFFIT N 1/2"=1' �— --- PTD-3 Tm T-ova° 5'-0'• OPEN OWEL RING.T PTD-3 BOTH SIDES CLEAR CLEAR11 PTD-3 Ll! �� - gROBEHOO MIRROR MIRROR = N r"r — — --- sm., o 0 —❑H j � PTD-3 1aa �I ® �4 o C— v LLI J m z a 49 GFI p C O @ C GFI w O u Q m V w BENCH SEAT 2 `i SHOWER BASE U `t PTD-3 a o O' o Z Q " (i , r1'. W O C) Lu v, - - - - - - - - - PTD-3 - y L }® z Z Q 5 A5.3 3 _ Ix8 WOOD BASEBOARD,TW s o O v' W � w ROBE HOOKS �' � W PTD-4 f PTD- H Q o J 4 MASTER BATH 708 / FILLER{L 15" 24" 15" � 24" � 15" FILLER < � _ -c m U FINISH FLOOR tl Q X a C_MLASTERO ATH ELEVATION-EAST 3 M ZSTERO ATH ELEVATION-SOUTH 4 MASTER O BATH ELEVATION-WEST ¢ < ^ Z 29 118" 4 39" 4 29 1/8" TOWEL RING BASE CABINETS • � _ 10 _ 1 r_-_- BELOW TIP TOILET PAPER z Z r_____ HOLDER O 48 0 SI K 51 K 4 In i III o W 3•-11" ® PTD-3 WALL MOUNTED CLEA PTD-3 7 FAUCET 4B BARN DOOR Q O OPENING I A- T-3 4B __ r'1 •1 ENLARGED MASTER BATH PLAN NOTE: ME—in rA PTD- PTD- . CONFIRM WITH OWNER THE DESIRED MOUNTING - - HEIGHT OF THE CABINETS FROM THE FINISHED FLOOR. - ' 5 MASTER BATH ELEVATION-NORTH 6 MASTER BATH ELEVATION-TOILET-SHOWER - - 1/2"_�•_�•� 1/2"_����� C u O W bl] yl Ot CJ UI C 0 3 U 3 r n 4 v N W p 6'-61/4•'t 5'-0" U � O CLEAR CLEAR ON Ut TOILET PAPER ~ p HOLDER L � i U V=1 or x o _ rc 7 � p SHOWER BASE 5D�tL PTD-3 ROBE HOOKS --Y T 1 RING EN SUITE BATHRM / TOWEL g N FINISH FLOOR `BARN DOOR MGRROR MGRROR ate,sg OPENING,' O Z BA5E CABINET$ a "� PTD-3 +.11s 00 BELOW TW o OUNTERTOP PTD-3 U __ -i 4 10 A5.3 Y — 4 9 Z � paj oy � P. Y9. o 5 a - —"--- � -- LL PROJECT STATUS: O 3'-0" PTD- PTD- - CONSTRUCTION DOCUMENTS OPENING I ' FILLERy,I 21" 12" 21" kFILLER ISSUE DATE: .YA � �T 12/3t/18 EL ENLARGED EN SUITE BATH PLAN 6 EN SUITE BATH ELEVATION-EAST EN SUITE BATH ELEVATION-WEST EN SUITE BATH ELEVATION-NORTH - EL 1/2"=j•E 1/2"=1_0•• 9 1/2"=1•_D" 10 1/2"=1'_�" N U) Q tD A5.3 N NI a WINDOW SCHEDULE FINISH ROUGH TEMPERED HEAD JAMB SILL MARK 05 MANUFACTURER MODEL TYPE UNIT SIZE OPENING EGRESS GLASS DESCRIPTION INTERIOR EXTERIOR HARDWARE DETAIL DETAIL DETAIL U-FACTOR SHG C REMARKS - Al 8 ANDERSENWINDOWS TW2046 DOUBLE HUNG 2'-1 518"x 4'-8 7/8" 2'-23/8"z4'-95/8" No No DOUBLE HUNG-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH BLACK CLASSIC SERIES B1 3 ANDERSEN WINDOWS C12 AWNING 2'-0 1/8"x 2'-0 118" 2'-0718"z2'-07/8" No Yes AWNING-VENT UNITS FACTORY FINISH-BLACK FACTORY FINISH-WHITE CLASSIC SERIES B2 3 ANDERSEN WINDOWS C12 AWNING 2'-0 1/8"x 2'-0 118" 2'-07/8"z2'-07/8" No No AWNING-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH BLACK CLASSIC SERIES B3 - 4 AWNING 2'-8"x 1'-4" 2'-83/4"z l'-43/4" No No AWNING-BSMT WINDOW - PROVIDED BY FOUNDATION SUBCONTRACTOR Cl 2 .ANDERSEN WINDOWS P4035• FIXED 4'-0"x T-4 13/16" 4'-0 3/4"x T-5 9/16" No No PICTURE-FIXED UNITS FACTORY,FI N ISH-WHITE FACTORY FINISH BLACK CLASSIC SERIES 0.27 0.34 C2 4 ANDERSENWINDOWS TWT20111 FIXED 2'-1 5/8"x 2'-1 5/16" 2'-23/8"x 2'-21/16". NO No TRANSOM-FIXED UNITS FACTORY FINISH-WHITE FACTORY FINISH-BLACK CLASSIC SERIES 0,28 0.29 - 6 1L 5 ANDERSEN WINDOWS CW135 CASEMENT 2'-43/8"x3'-413/16• 2'-5118•'x3'-59/1fi Yes No CASEMENT-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH-BLACK CLASSIC SERIES 0.29 0.29 DlR 5 ANDERSEN WINDOWS CW135 CASEMENT 2'-4 3/8"x 3'-4 13116' 2'-5118"x3'-59/16" Yes No I CASEMENT-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH-BLACK CLASSIC SERIES 0.29 0.29 02L 2 ANDERSEN WINDOWS CW135 CASEMENT 2'-43/8"z3'-413/16" 2'-51/8"x3'-59116" Yes Yes CASEMENT-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH-WHITE 029 0.29 W In - 02R 2 ANDERSEN WIND OW$ CW135 CASEMENT 21-4318•0x 3•-413116' 2'-5118"x T.59116' Yes Yes CASEMENT-VENT UNITS FACTORY FINISH-WHITE FACTORY FINISH-WHITE 029 0.29 E 7 VELUX SKYLIGHT 3'-8"x 3'-10" VENTING DECK MOUTED SKYLIGHT N�O 0 z = Z W O w Q WINDOW NOTES: Ln 1. ANDERSEN WINDOWS TO BE 400 SERIES. 6. G.C.TO FOLLOW MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS. ~ Z Q 2x WINDOW HEADER - SHE 5/8'TH FMERIOR LL �. uj > C 2. ANDERSEN HARDWARE TO BE AS NOTED IN REMARKS,FINISH-WHITE. 7. USE LOW EXPANDING FOAM AROUND PERIMETER PER WINDOW MANUFACTURERS A55EM13LY SHEATHING C INSTRUCTIONS FOR INSULATION AND AIR SEALING. 3. ANDERSEN INSECT SCREEN-DOUBLE HUNGS,CASEMENTS AND 2.4 FRAMING I/2"ROXUL J fy I--' AWNINGS TO HAVE FULL SCREENS. 8. G.C.TO VERIFY LOCATION OF TEMPERED WINDOWS WI MANUFACTURER PRIOR TO ORDER. MEMBERS @ 1 6'O.G. 1.3 STRAP R P LNG = 0 4, ANDERSEN CASEMENT WINDOWS TO HAVE SIMULATED CHECK RAILS(2"). 9. ALL WINDOWS TO BE FACTORY PAINTED. x3 STRAPPING Q z O 2x WINDOW ®16'O.C. 0 � X d 5. ANDERSEN GRILLES TO BE ILT,NO CUSTOM GRILL,7/8",TRADITIONAL,UNLESS 51LL FRAMING CEDAR VALLEY 5.3 Z Ln N 3/4'PLYWOOD i_.; EXP05ED SHINGLE Q \ r z SUB-FLOOR PANEL SIDING / OTHERWISE NOTED. )1 i - N Z 2'_1 5/8'• I f Z _j } WINDOW ELEVATIONS: Nul r-Ise r-ova' 4-0" O r ?flf( V) w N 3'-8.. 1 m m O N 4`" may, (2)2x SILL PLATE 1 l f y m IF O FLOOR JOIST 11(? m o < - m N a - 0 IG.O.C. m w o m J � = LEDGER BOARD I l w i w � 2x FOUNDATION SILL FIN FLOOR h O 5'CONCRETE WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW FOUNDATION WALL - • TYPE'A I' TYPE-B I TYPE•C I• TYPE'C2' TYPED I' TYPE'E' CLAD WOOD TYPE'52'-TEMPERED CLAD WOOD CLAD WOOD TYPE'D2'-TEMPERD SKYLIGHT CLAD WOOD CLAD WOOD NOTE: WINDOW ELEVATIONS SHOWN FROM EXTERIOR W/TRIM - a DOOR SCHEDULE - 1 WINDOW FRAMING DIAGRAM ^ o DOOR FRAME DETAILS _ p ,o H SIZE FIRE HDWR P DOOR No ROOM LOCATION HINGED SWING WD HT THK TYPE MANUF MODEL MAT FIN MAT FIN HEAD JAMB SILL RATING UL Label SET. REMARKS v ao m BASEMENT 81 NEW FULL BASEMENT ILH 2'-6" 1 8'-8•' 1 1318" 1 B IJELDWEN I PMP1044 I SC I PTO I WD I PTO 1 6 N C FIRST FLOOR p 3 101 ENTRY LH INSWING 3'-0" 6•-81• 2" G JELDWEN CF-10 STL-Ivory PTO WD PTO - 1 U 3 1015 ENTRY RH OUTSWING 3'-0" 6'-8" 1" - - - - 2 / ["� 102 ENTRY 6'-0" 6'-8" 118" D JELDWEN PMP1044 SC PTO WD PTO 3 V 103 DINING AREA 6•-0" 6'-8" 1318" F ANDERSEN - SC PTO WD N 1D4 KITCHEN LH 3'.Up 8'-0" 13/8•' A JELDWEN SC PTO WD PTO 7 W ] 105 MASTER BEDROOM LH 3'-0" 6'-8" 13/8" B JELDWEN PMP1044 SC PTO WD PTO 5PDOORONLY. 1D6 MASTER BEDROOM 5'-0" 6'-8•' 13/8" C JELDWEN PMP1044 SC PTD WD PTD 3O 107 MASTER BEDROOM 3-0" T-0" 1318" E JELDWEN PMP1044 SC PTD WD PTD 4 NO BORE.NO HINGE PREP 108 MASTER BATH LH 2'-6" 6'-8" 1318" B JELDWEN PMP1044 SC PTO WD PTO 5 h o 109 INTERIOR PATIO T-0" 6'-8" 118" F ANDERSEN SC PTO WD L N 110 INTERIOR PATIO 6'-0'• 6'-8" 1318- F ANDERSEN SC PTO WD O 111 INTERIOR PATIO 6-0'• 6•-8" 13/8" F ANDERSEN SC PTO WD '0 j Q - 112 STUDY AREA RH 3'-0" 6-8" 13/8" B JELDWEN PMP1044 SC PTO WD PTO 0 Q 113 LIVING AREA RH 2'-6" 6'-8•' 13/8" B JELDWEN PMP1044 SC PTO WD PTO 5' w 114 LIVING AREA RH T-0" 6-8" 1318" B JELDWEN PMP1044 SC PTO WD PTO 5 115 EXIST BEDROOM No.2 5'-0" 6'-8" 13/8" D JELDWEN SC PTO WD PTO 3 CE3 O 116 EXIST BEDROOM No.2 T-0'• T-0" 13/8" E JELDWEN PMP1044 SC PTO WD PTO 4 DOOR ONLY.NO BORE,NO HINGE PREP d 117 EN SUITE BATHRM RH 2'-6'• 6'-8" 13/8" B JELDWEN PMP1044 SC PTO WD PTO 5 1ma T LL 0 w INTERIOR DOORS EXTERIOR DOORS DOOR HARDWARE SETS 12"=1'0" Y 3. 7. O Q E w w PANEL '_0 _ O~ v VARIES PANEL 6-0 3'-0" 6-0 SET 41 .6 V df a LOCKSET: KWIKSET SAN CLEMENTE LOW PROFILE SATIN NICKEL-SINGLE CYLINDER 0 m p ¢ o HANDLE: ENTRY DOOR HANDSET 1/HALIFAX LEVER AND SMARTKEY p Z w W J J SET#2 HANDLE: EMCO MODERN-BRUSH DARK NICKEL HANDLE SET u g O z z ti4 Z y tya �"y, PET#3 PROJECT STATUS: - HANDLE: LIBERTY STRATFORD-STAINLESS STEEL CONSTRUCTION m z � m z m = m z � SRACK: TRUPORTE DECORATIVE BENT STRAP-STEEL DOCUMENTS FIN FLOOR ISSUE DATE: HANDLE: TRUPO TE DECORATIVE INLETS STEEL uq,/18 d WOOD HINGED DOOR WOOD HINGED DOOR WOOD HINGED DOOR WOOD SLIDING DOOR WOOD SLIDING BARN DOOR WOOD SLIDING DOOR STEEL HINGED DOOR WOOD SLIDING DOOR SET#5 w/APPUED'CABINEf FRONT' W/RECE55ED PANELS w/RECE55ED PAN EL5 w/RECE55ED PANELS w/RECESSED PANELS FRAMED GLA55 W/RECE55ED PANEL FRAMED GLA55 HANDLE', KWIKISET HALIFAX SQUARE PRIVACY SET DOOR LEVER-SATIN NICKEL N DOOR TYPE°A' DOOR TYPE'B' pOOR TYPE'C' DOOR TYPE'D' DOOR TYPE •E' DOOR TYPE'F' DOOR TYPE°G' DOOR TYPE'F' SET#6 O HANDLE: KWIKISET HALIFAX SQUARE PASSAGE SET/DOOR LEVER-SATIN NICKEL - m DOOR ELEVATIONS SET#7 0 1/4 -1-0 HINGE: PLATED STEEL PIANO HINGE-STEEL A5.4 N f7 N f GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"(NOS),AND SUPPLEMENT VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SMALL BE I9%. �g THE FOLLOWING GOVERNING STANDARDS: REQUIREMENTS OF ACI 301 LATEST EDITION UNLESS OTHERWISE NOTED. SPECIFICATIONS,INCLUDING ALL REQ ), i SPEC Y� 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. 1r9 n nasal design A.THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE:TYPE I OR 2 PORTLAND CEMENT,SAND AND GRAVEL r8ingevuitY AGENCIES HAVING IURISDICTION. AGGREGATES.CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS. 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE - B.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL inghouse.Pc C.SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ANSI/AISC 360(CURRENT EDITION) 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC., 5.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 GRADING AGENCY AND SHALL BE KILN DRY. P.O.8 182 SHALL BE 4".THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2><6 SPFp2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. MASHPE[MA026A9 D.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. - NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESSFb=2,750 PSI,ANDMINIMUM AXIAL COMPRESSIVE STRENGTH FC=3,000 PSI;AND MINIMUM MODULUS OF ELASTICITY(E)=1,800,000 PSI.SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS. phone:508-221-2980 CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). web: -min .usenet 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 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 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 GRADING AGENCY AND SHALL BE SURFACE DRY: 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND INSTITUTE SPECIFICATIONS AND GUIDELINES. - DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): SEAL: RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 5.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE -FLOOR JOISTS&BEAMS: -JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH el /,ZDR TO GROUNDWATER OR FLOODING. -TYPICAL FRAME WALL STUDS:p2 SPRUCE PINE FIR:FC=1150 PSI,E=1AE6 PSI 4.ALL MATERIALS AND METHODS OFCONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR - -TIMBERS AND POSTS:PER PLAN SPECIFICATION FOR SIZE AND STRENGTHMATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM CODE. COMPRESSIVE STRENGTH OF 5,000 PSI.THE MAXIMUM APPLICATION THICKNESS OF 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED.GROUT UNDER COLUMN BASES SHALL BE 1%". AL 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF2,600 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BEDISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, 1,900,000 PSI.INSTALL LVLS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS,IF NOTED AS"LVL(2.0E)",PROVIDE LVL WITH ALLOWABLE BENDING STRESS(Fb)OF 2,600 PSI,AND MODULUS OFTHE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. GRADE 60,EXCEPT WHERE NOTED.ALL REINFORCING BARS WELDED TO ASTEEL SECTION ELASTICITY(E)OF 2,000,000 PSI.SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE IMMEDIATELY REJECTED AND - 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEVERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. - VERIFYSIZEANDLOCATIONOFALLOPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS,LATEST SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. EDITIONS. 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. 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED 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. - A.GRAVITY LOADS: TO PROVI DE THE FOLLOWING MINIMUM CONCRETE COVER: -GROUND SNOW:p8=25 PSF,pf=25 PSF(UNBALANCED 25 PSF); BOTTOM OF FOOTINGS 3" 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. -BEDROOMS=30 PSF FORMED SIDES OF FOOTINGS 2" - - p -OTHER ROOMS=40 PSF FOUNDATION WALLS lt/2" 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS, SLAB ON GRADE 2"BELOW TOP SURFACE B.WIND LOAD(=CONTROLLING LATERAL FORCE)(PER MASS.BUILDING CODE AND ASCE7-10): 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. -WIND SPEED VuIL=140 MPH; 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO -EXPOSURE'. EXPOSURE'.C" DESIGN PLAN.ALL COLUMN ANCHOR BOLTS SHALL BE SET BY TEMPLATE. 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: -BUILDING CATEGORY II INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X10 - - 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECTIS COMPLETED. - 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE PRO VIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN 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 THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"ATTHE INTERIOR WALLS AND 6"AT THE EXTERIOR STRUCTURAL DESIGN. PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF WALLS . STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. FOUNDATION NOTES 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII 19.USE 3/4"THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,%"THICK"EXTERIOR GRADE"PLYWOOD ROOF SHEATHING,AND 1/2""EXTERIOR GRADE"PLYWOOD AT ALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL,HAVING A MINIMUM ESTABLISHED BY THE ACI.UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE LUMBER OR OTHER APPROVED SUPPORTS.ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF BARS TO OBTAIN BENDS. 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH J015T SHALL BE FULL DEPTH BLOCKED ATTHE SUPPORT LOCATION.PROVIDE J015T BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON ROLLED EXISTING GRANULAR FILL. DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING. 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL ALL SILT,FILL TOPSOIL, SUPRERPLASTICIZED MIXES,AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX 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 METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND DESIGN SPECIFICATIONS. - SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL. O 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN ASTM C1116.SITE MIXING 15 NOT ALLOWED. 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 WALLS. 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. 15.CHAIRBARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED.REINFORCING SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING, 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED. 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FEN WALLS DO SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK,WOOD,OR OTHER NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. 25.BUILT-UP BEAMS(3 PIECES MAXIM UM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS AND LVL'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 USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. z 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 PORTION OF THE - 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AI51 304 0R 316 STAINLESS STEEL _ BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. 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.. - 6.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. Z CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL Ys 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN.FASTENERS SHALL BE 8d COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 1-"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.). CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. PANEL PERIMETER FASTENING SHALL BE 41OR6"ON CENTER 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 CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS).JOINTS IN ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. 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 ADDITIONAL COST OR 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 TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. _..1 CONTRACT TIME EXTENSION. 30.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. qJ- 8.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR SHALL Z PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE PLACED AS O SPECIFIED. - f- 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT,FLOODING OR HYDROSTATIC PRESSURES.THE � BUILDING HAS NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE. Q W 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS MATERIAL - U AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS Z NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 81NCHE5 FOR VIBRATORY PLATE - W COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1HAV)ZONE AND BELOW ALL SLABS. SIEVE SIZE STRUCTURAL FILL"(PERCENT PASSING BY WEIGHT) W 8" 100 _ C J 3" 70-100 3/4'. 45-95 NO.4 30-90E- NO.10 25-80 - lJ NO.40 30-50 a C Z NO.200 0-12'NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. i 11.CRUSHED STONE SHALL BE a"ANGULAR,WASHED STONE(NO FINES)OF LIMESTONE OR GRANITE QUARRY,COMPACTED t=-- TO ACHIEVE AN EQUIVALENT OF 95%MODIFIED PROCTOR DENSITY COMPACTION. 3 STRUCTURAL STEEL NOTES z 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: > ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, - UNLESS OTHERWISE NOTED,(MINIMUM YIELD STRENGTH FY=36,000 PSI). z ASTM A307 GR."A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. P2 O ASTM A50G GR."B" ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD STRENGTH FY=46,000 PSI). ASTM A572 OR A992 ALL W-SHAPE BEAMS(MINIMUM YIELD STRENGTH FY=50,000 PSI). � ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. SCALE: AS NOTEDDATE: 1212812018 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION THICKNESS OF THE U GROUT SHALL BE lY21NCHE5- DESIGNED By. DRAWN BY: Li 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC SPECIFICATIONS FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. . PROIERp: (NG18084 4.ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).ALL SHOP AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. S.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL WELDS NOT SHOWN SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. 6.SPLICING STRUCTURAL MEMBERS WHERE NOT.DETAILED ON THE DRAWING 15 PROHIBITED. 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY,TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS,STEEL _1 00 FRAMES,SHEAR WALLS AND FLOORS. _ s B.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE FRAME DURING ERECTION IS THE CONTRACTOR'S RESPONSIBILITY. FOR CONSTRUCTION 9.ALL STEEL SHALL RECEIVE SHOP APPLIED PRIMER PAINT.TOUCH UP ALL WELDS,SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION. PAGE ) OF 5 10.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED. �e r° SHEAR WALLSHEATHI NG: - �O9 oral design APA RATED PLYWOOD WALL SHEATHING,SEE PLAN SILL PLATE&ANCHOR BOLTS: 51r&ngenuity NOTES FOR SHEAR WALL TYPES AN B NAIUNG P.T.(2H- CONTINUOUS SILL P-11 U PPERPLA I MAYBE KILN REQUIREMENTS,PROVIDE CONTINUOUSBLOCNIN,AT /Ya'DIA.A309,G0.."A"ANCHOR ALL PANEL EDGES,TYP.NAIL SHEATHING AT DRIED IN LIEU OF P.T.),FASTEN W, -- BOLTS IN LIEU)W/HE%HEAD@2'-6"O.C.,TYP.AND D'-6'FROM EACH STAGGERD TO DBL TOPPLATES ArvD BOTTOM SILL - - END.,WP.,PROVIDE 8"MIN.EMBED.DEPTH INTO NEW CONCRETE inghouse.PG FOUNDATION WALL,PROVIDE SIMPSON"BPS%-6"BEARING PLATES P0.Box I82 (H.O.G.)@ EACH ANCHOR WILT,TYP MASHPEE,MA02649 W THX.FLOOR SHEATHING(SEE PLAN) phone:5p8.221-2980 web: .i.,h...-.1 CONT.RIM JOIST,PROVIDE ADDITIONAL SQUASH BLOCKING AT POST(ABOVE)LOCATIONS �FLOOR FRAMING,SEE PLAN SEAL: T.O.CONC.WALL ELEV.SEE PLAN ( REINFORCE FOUNDATION WALL WITH:IS@12"O.C.VERTICAL, H01,14 AND p5 @ 34"O.C.HORIZONTAL,CENTERED IN CONCRETE ALA FOUNDATION WALL II 3 SIR TURAL -m r STRD5m2 r pS VERTICAL DOWELS ENTERMATCHJN SPACING OF VERTICAL FON Np,SDfi02 ' FINISH GRADE WALL REINFORCING,CENTER IN FTG/VVALL '9, p0 LAP 24"W/VERT.WALL REINFORCING,TYP.ALTERNATE SIDES 4 W/HOOKED ENOS,TYP. PROVIDE CONT.ASPHALTIC BOND BREAKER COATING,OR EXTEND i /20917 VAPOR BARRIER ON VERTICAL FACE FO0.HE OF SLAB,ttP. 8" (3)45 CONT.LONGITUDINAL BARS. SEE PLAN FOR SLAB REINFORCING,TYP. BOTTOM,EQUALLY SPACED. T.O.SLAB ELEV.SEE PLAN • T.O.F.ELEV,SEE FDN PLAN _X A��--^'d 4 . \/\\%\\\\, COW.VAPOR \/•/ �\ BARRIER,SEE ARCH. REFER STRUCTURAL AL NOTES FOR BASE ' MATERIALS AND COMPACTION REQ.. TYP. MAIN HOUSE FOUNDATION SECTION 65'-1Y"2 9Y"t --- T.0 CONC Dry wALI tp ppDE fOR13lO8T u Q �y STEP FOOTING i REF.ELEV Ill) L PROTERION,TYP. m3 -----T.O.CONC.FON WALL R_19 ti r 4 — .. -------------- 777, ... FOUNDATION ..:...- --- ---- --- --- ------ --- -- --- — — ------- _ ---- � r -- - --- NPLAN —, 8 MINI Scale:1/9"=1'-0" WALL H G I CJ TYP.FOOTING&FOUNDATION WgLLREINFORCING: W 12"THIGH CONC. T �1"THK.CONCRETE SLAB,.REINFORCE FOOTINGS: 2 ALLSTD FFOOTINGS ARE V-6"WIDE X 12"THK.CONCRETE,SEE GENERAL NOTES DR FOOTING,REINFORCE W/ 1'-6" 1'-6' 2 3'TNK.UNREINFORCED CONCRETE ACCESS I W/6.6-WZ.liW2.1WIREWELDED I I REQUIRED CONCREE STRENGTH. 8"FDN 12FII5 BA0.5 EACH WAY,3' 4 1L�J� DUST 51AB,TYP.ATCRAWLSPACE, FABRIC,PLACE REINFORCING AT 8'F N •PRO IDE(2)i5 LONGITUDINAL MRS.COW.AT ALL STD FOOTINGS,3'UP FROM BOTTOM n W LL UP FROM BOTTOM,TYP. juu � 1 SEE ARCH.FOR INSULATION&VAPOR OPENING I I - CENTER OFSUBTHICKNESS ATOP I - SEE 4 'TYP AT ALL FON WALLS:REINFORCE FOOTINGS W/p5 VERTICAL DOWELS W/STO 90 DEG. e� _�� BARRIER REQUIREMENTS,NP. ARCH G. - CHAIRBARSTVPSEE BARRIER 1- 12" HOOKEDENDS,ALTERNATE SIDES OF HOOKED ENDS,LAP2-0"W/VERTICAL WALL INSULATION&VgPOfl BARRIER TYP THK.'G. REINFORCING,TYP. Z THK FTG L 121-11 4X4 POSTS, O CONNECTVIA PAIR OF I.: 19'-)Y°" SIMPSON'RPBZ POST _T FOCUONNAETT OEW WLLA[NSEMEN T:ICK AND REINFORCED VIA: F—. T.O. ----- BASES AND SaMANUF - I I US VERTICAL MRS @ 12"O C.@ CENTER OF WALL TYP ' SCREWS PR mANUF REP ELEV.=-Il l l I CJ p5HORIZONTAL BARS @14"O.C.@ CENTER OF WALL,TYP. Ll.l EP FOOTING TO - I— REQ.TO CONCRETE,TYP. MATCH EXISTING �. BUILDING FOOTING CONNECT POST BASE VIA. I : H0.1 FOUNDATION WALLS(AT FROSTWALlS/C0.AWLSPACE): 5 ELEVATION - (8W.'.3S$'SDS SCREWS 5 I 'CONCRETE FOUNDATION WALLSARE B°TH CK AND REINFORCED VIA: 4 TO POST,TYP. pS VERTI ALBARS@14'O.C.@CEWEROF WAL P. a'J pS HORIZONTAL BARS@14'O.C.@ CENTER OF WALL,TYP. VN .. '. .,: .,; �\; / '.: '. ./ •:, - ILL ; � � KEY NOTES: ✓ �O / 12'CIA.CONCRETE SONOTUBE ATOP 28"DIA BELL FOOTING,E.G.BIGFOOT.REINFORCE WITH SONOTUBf WITH nC R-0• NEW(ALLY COLUMN,SEED V (1)4S VERTICAL BAR AT CENTER OF 50NOTUBE,TYP L III--�1I 12 THCK CONC FOOTING,REINFORCE 1ST FLOOR FRAMING: ALTERNATE PRE-FABRICATED FOUNDATION SYSTEMS OF EQUAL BEARING CAPACITY CAN BE SUBMITTEDTO W (•— W/(5)45 BARS EACH WAY,3"UP FROM _ -- PLAN — —J ENG NER OF RECORD DRREVIEW AND WRITTEN APPROVAL U �BOTTOM,TYP - _ PROV DE SIMPSON POST BASE CONNECTOR TO MATCH POST WE(OR DROP BEAM SIZE)ABOVE AND PROVIDE W �OJ, I PROV OEO 10.010 xY"THICNSTEEL -- --_ `;� MIN I,ODOLBUPUFT CAPACOY,TYP. Q BASE PLATE WELDED VIA.Yis or FILLET b 12 TH CK CONCRETE FOOTING,REINFORCE W/121 K5 BARS EACH WAY,EQUALLY SPACED T.UP FROM L J 5 BOTTOM,TYP. W WED ALL AROUND TOHSSCOLUMN, ® OCONC.FDN WALL EXISTING DECK FRAMING - - TYP.ANCHOR VIA(4)5/8"DIA 111 EF ELEV.=-(1 3") AND f0UNDATONS TO H554%4% b TUBE STEEL COLUMN(ABOVE), ANDYJ PROVIDE0 10"x0'30'xY"THICK STEEL BASEPLATE, _O THREADED RODS DRILL AND EPDXY I 3 Y. 31'-9 "2 GC VERtGY : REMAIN.(1)TYP. 0'-30'.0'-8'x%"STEEL CAP PLATES(EXCEPTION:STEEL CAP PLATE AT STAIR COLUMN IS 0'-8'.8'. HX.PLACE ON SITE WITH B'TYP.EMBEDMENT DEPTH Z CONCRETE FOOTING,USE HILTI W20D FL WfiN FACE STAIRCASE FRAM�WACC=OFFSET ATOP STEFLCOL) j E� OR APPROVED EQUAL ADHESIVE. ALL BASE PIATES SHALL BE ANCHORED VIA.(4)-5/8"DIA.DRILL AND EPDXY ANCHOR BOLTS WITH 6"MIN. Q I EMBEDMEW DEPTH INTO FOOTING,PROVIDE(4)-5/16"CIA.HOLES IN STL CAP PLATES,EQUALLY SPACED,FOR J H- L ATTACHMENT OF POST TO WL BEAM ABOVE VIA.5"LONG LEDGERLOK SCREWS,TYP.HOLES AT CENTER OF PLATE. J p Z 6- 0 ALL BASE&CAP PLATES SHALL BE WELDED VIA.3i4"FILLET WELD ALLAROUND TO HSS COLUMN,TYP.PROVIDE N TYP.SHOP PRIMER FOR ALL STEEL Z O O O O 1 -I O b RED.TOCO CONCRETE, CONNECT VIA.PAIR OF SIMPSON'RPBZ"POST BASES AND Y'TITEN SCREWS PER MANUP L/// EXISTING HALF HEIGHT FOUNpAT10N REQ.TO CONCRETE,TYP. WALL SYSTEM&FOOT NES TO REMAIN, !- E%ISTINGDECKRANING CONNECT POST BASE VIA.(8)-%'X1SS"SOS SCREWS TO POST,TYP. \ EXISTING,INTERIOR PILSTRSTO TYP. AND FOUNDATIONS TO `yl CONNECT TWO POSTS VIA.6"LONG TIMBRLOK SCREWS AT 8"O.C.AT CENTER OF POST FACE,TYP. .n REMAIN,NP. ETE FDN WALL,I-AP 24" G REMAIN, ISITYP. VI V WRH HORIZONTAL WALL REINFORCING EOF NEW FDN WALL,CENTER I 6-EMBEDMEW DEPTH IWO NNEW CONCSTING RFDN WALL TYP.USE HILTI 3 HY200 AOHFSIVE,OR APPROVED EQUAL TYP NOTE:WHERE DOWELED INTO CMU FOUNDATION WALL,FILL CMU CELLS PRIOR TO DOWELING,TYP 4 1¢. ' LEGEND: x L•J ^ 12"THICK CONC.FOOTING,REINFORCE W/(2)45 MRS E%ISTI NG CAST-IN-PLACE CONCRETE •r EACH WAY,3"UP FROM BOTTOM,TYP. FOUNDATION WALL SYSTEM&FOOTINGS rCJ. CRACK CONTROL10INTS,SEE TYPICAL CONCRETE DETAILS Z < PLACE BELOW EXISTING CI ILL FDN WALL&FOOTING TO REMAIN,TYP. I/ O W 'C FULLY GROUTED CMU PIVSTER W TOUNDRSIDEOFSST FLOOR O EXISTINGCMUBLOCI(FOUNDATION NEW POST SUPPORT I SHEAR WALL HOD DOWNS: 1�- WALL SYSTEM&FOOTINGS TO REMAIN, IF. -� " SIMPSON"HDU4-SD52.5"DRILL&EPDXY HOLDDOWN W/YB OA ANCHOR ROD AND 10 MIN EMBEDMENT I�l-,OR APPROVED NOTE:WHHEREEHOLDIA.D'WNSPIACEDATOCEXIISTINGG CMU•WS TO MIN.,LOCK FOUNDIATIONSWALLWITH HOfLUOWCELLS, EQUAL SCALE: AS NOTED PLACE 30"LONG ANCHOR ROD WITH 2"CIA.WASHER AT END DOUBLE NUTTED)WITHIN CELL,AND GROUT DATE: - 1212812018 SOLID;GROUT(2)ADJACENT CELLS ON EACH SIDE OF ANCHOR CELL SOLID,AISO. 1 /- Y 1 /- Y DESIGNED BY: Li \ m DRAWN BY: U PRDiEcrp: IN018064 S-200 FOR CONSTRUCTION - PAGE 2 OF 5 abe it NPF�ae:igR rt ein8evuity inghouse.n P.O.Box 182 MASHPEE,MA02649 phone:508-221.2980 web: www.ivghvuse.. SEAL: EARS aENSENi STRUCTURAL qND.50602 q. Dar y HS5 3X3 X 1/4 STEELCOLUMNCONT.TONEWFDNWALL. 1 PIDIfl PROVI OE 0'-DWKO'-T"x%"THK.STEEL BASE PLATE AND CONNECT VIA.(4).5/8"DIA.DRILL&EPDXY ANCHOR RODS WITH 6"MIN.EMBEDMENT DEPTH INTO CONC.FIN WALL,WELD HSS COLUMN VIA.){,' FILLET W ELD ALL AROUND TO BASE PLATE,TYP.ANCHORS MUST HAVE MIN.3"EDGE DISTANCE FROM EITHER FACE OF CONCRETE WALL:USE HILTV HY2000R EQUAL ADHESIVE . I i1 II II it II Z GIN RED(OWN NSAB VE,S ERO FFRA ING N II TS 'U ,Vtg y IST FLOOR FRAMING PLAN II PRO IDE12-P.T. 4P0 BE VY I, OR 105 - U ES)-x10" UAS BLO ING" T15 FLOG LEVE B EEN 16" �.FL I =G. Sidle:1/4"=1'-0" u P TSA VE EELD ,SEC RE HPO TEN VIA.(1-6"LONG (i NEW2x10 O TIMB RLOK KR SINT BLOCKING,YP.AEDVEA4DBE W — — — -- — — --�i — — — ---- — -- — — -- -- — ---- �— — -- — — -- — — 1 In �� HD-1 15T FL000.FRAMING NOTES: IS-II �� - C -- - 1 NEW SUBFLOOR SHEATHING SHALL BE W THK.APA RATED,T&G,PLYWOOD SHEATHING,NAILW/ad ANNULAR RING ............. ......_-...-. ..... NAILS @ 6"O.C.AT ALL PANEL EDGES AND IN FIELD,TYP.,PROV OE Bd ANNULAR RING NAILS @ 6'O.C.ALONG FLOOR --- -1 L -- - -----_-i- DIAPHRAGM EDGE,PROVIDECONSTRUCTION ADHES VE AT ALLSHEATHING TO FRAMING CONTACT SURFACE TO 1 --_---_ .E__�i. MINIMIZE SQUEAKING. iYP. - 4 i� 11313301E---- 4 2. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA.2.STUDS@16"O.C,TYP. II 8 - HD-1 3. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR JOISTS AT ALL BEARING SUPPORTS,WALLS&BEAMS,AND WHERE L L _ L P.T 2x10 EDGE \. J J L 6 SHOWN ON PLAN,TYP. _ __ - ------ --------- --- TYP.6 .- LEGEND H553.SX35 x3¢ 4 I i•, Izlz 10 � II — ~ ®®®2x BUILT-UP/ENG.WOOD COLUMNS BELOW WALL p STEEL CO N TYP. \' 2x BUILT-UP/ENG.WOOD COWMN$ABOVE I1 CONTINUOUS DOWN 6 1 ® C- -D WALLABOVE II TO NEWFOOTING 1 5 (NOTE.MINNUMBER OF BUILT-UP WOOD POSTPLIES SHALL BE CONSTRUCTED AS SHOWN ON PUIN.) IN CMWLSPACE, 0 II NOTE:THC COLUMN MUST BDFULLY nP/1Ct FRAMING HANGER,SEE KEYNOTE FOR DETAILS W 1 I BRACED F 0 NSA LAT�TLOCKIN.RTWN. lJ n.P.6 - 1 ---` FULL DEPTH BLOCKING,USE 2X.TOE NAIL EACH END OF BLOCK,TYP.USE ENGINEERED PRODUCT.E.G.EL. -- - - - -- - --THE IST FILOOISTS T,NA.BLOCKING BTWN- - - -- - ---_---- --- -- z 1 �JJ THE FLOON l0151S,TYPi I ~- _ _ LVLORI-1011TFORBLOCKING,ONLY WHERE FLOORMISTS ARE ENGINEEREDWOOD PRODUCTS,TYP, Z 1 4 KEY NOTES: il-� L- Ili 1 SIMPSON"LU526Z"FACE MOUNT HANGERS,NAIL W/(4)-10D AT FACE,AND(4)-10D AT BEAM,TYP.ALL COMMON Z \ � WIRE,HOT DIP GALVANIZEDOR STAINLESSSTEEL NAILS,TYP. - V EXTENT CONCRETE SONOTUBE TO UNDERSIDE OF ENTRY LANDING,PROVIDE P.T.2x SHIM PLATE BELOW GIRDER O BEAM,ATOP CONC.SONOTUBE FOR DIRECT BEARING OF GIRDER,CONNECT(2)-2x BEAM VIA.(2)-6"LONG J L P ICI TIMBERLOK SCREWS TO FACE OF P.T.4.4 POST,PROVIDE 2"TYP EDGE DISTANCE FOR FASTENERS,TYP. EXISTING GIRDER TO REI IAIN b ATTACHLEDGERVIA.S'LONGLEDGERLOXSCREWSATI6"O.C.,STAGGEREDWITH2"EDGEDISTANCEATTOP AND BOTTOM.ADD Zx SOLID BLOCKING TO EXISTING RIMJOIST AS NEEDED TO PROVIDE FULL EMBEDMENT OF J THE LEDGERLOK SCREWS,TYP. Q _---- b PRO VIDE FULLOEPTH SOLID"SQUASH BLOCKING"'DOWNTONEWOR EXISTING SILL PLATE ATOP NEW OR q3 -_ +-� EXISTING FOUNDATION. Z p 7 FILL ALL EXISTING CMU BLOCK OPEN CELLS WITHIN V-0-TO EACH SIDE FROM CENTER OF NEW POINT LOAD ABR THAN 1ST FLOORFRAMING i ji I t+\ p� DOVESOLID WITH GROUT,TYP.NOTE:IF EXISTING FOUNDATION WALLIS LOWEEPTH,PROVIDETHE SAME POSTSIZE&TYPE AS USED ON I5TSTOFYANO CONNECTCOLUMNTOISTFLOOR _` _ pOP� 4 tOQE� FRAMING AGAINST LATERAL MOVEMENTSVIA.BLOCKING AND TIMBERLOK SCREWS,TYP. Q IJ GSS a0 b SIM PSON-LUS28 2-,FACE MOUNT HANGER,NAIL WITH(SHUM AT FACE AND(4)-10d AT AT BEAM,ALL COMMON 0 IF- - \ � WIRE NAILS,TYP. ECF V SIMPSON'W528",FACE MOUNT HANGER,NAIL WITH(6)-10d AT FACE AND(4)-10d AT AT JOIST,ALL COMMON W WIRE NAILS,TYP. U 71 G V NEW 31S"DIA.CONC.FILLED LALLY COLUMN(BELOW)WITH STANDARD STEEL BASE AND CAP PLATES,FASTEN VIA. Q SEE OUN TIIN PLAN OR NI9I FOOTING -FS POWDER ACTUATED FASTENERS TO CONC.AND led NAI IS TO WOOD,(4)-FASTEN ER$PER EACH END PLATE,TYP. to1 PI ERBLOW 4EW FDST LOCATION Rs-I V ATTACHLEDGER VIA.(2)-5'LONG LFDGERLOKSCREWS AT I2.O.C.,STAG GERROWSWITH2'EDGEDISTANCEAT W TOP AND BOTTOM, ADD 211S,UD BLOCKING TO EXISTING RIM 1015T AS NEEDED TO PROVIDE FULL EMBEDMENT OF THE it I GENERAL SNEAR WALL NOTES: Co = 0 y d P.T.26LE�ER ALL IXTERIOR(2.ST WALLS SHALL BE CONSTRUCTED AS SHLAR WALLS MEETING THE FOLLOWING - Ly TY 1 16"OC' REQUIREMENT512x STUDS @16"O.C,TYP.): Q 1P. U yQ SHEAR WALL TYPE"A":SHEATH WALL WITHI -THK.APA RATED PLYWOOD SHEATHING,NAILW/Ed FS- L 1 ANNULAR. NNULAR COMMON RING NAIE WAIL DIA:0.13E")@ A"D.C.AT ALL PANEL EDGE ANDS".0 IN vl T.(2)DKR FIELD,PROVIDE BLOCKING AT ALL PANEL EDGE,OR USE FULL HEIGHT SHEATHING PANELS. 3 2 l4 DN Z4 2 Z . j 2 CD O G _ O� G � 0 o i SCALE AS NOTED DATE: 12/28/2018 DESIGNEOBY:. DRAWNBY: PRmEaa: ING18064 S-201 FOR CONSTRUCTION PAGE 3 OF 5 -. 9ro .. it ttu�al aesf9n OTB ivgevuiry inghouse,PQ P.O.Box 182 _ MASHPEE,MAO2649 Phone:E08-221-2980 web: wwwl.gh-I-et SEAL: �HDF LARSJEA'SEN . STRUCTURAL $ 1b.SOW G e v: STE«aL�'MN(BELOW), ROOF FRAMING PLAN h019 STEEL TO NEW FDN WALL,PROVIDEILMx0'LD TO ASTHICK PROVIDE )-5/16LATE.DIA.ED HOLES IN 11F FOR CONNECTION COL STaIQ:1/4"=1'-0" PROVIDE(G LEDfi"DIA.HOLES IN PLATE FOR CONNECTION W/ _ g 8 6 g g I41-5"LONG LEOGERLON SCREWS TO BEAM ABOVE,TYP. 6 6 I 6 ROOF FRAMING NOTES: a 1 1. ALLNEWROOf SHEATHING DIAPHRAGM W/PANEL LONG MIS PERPENDICULARTO RAFTERS, 2 26 6 8 8 8 2 26 Z-2x 21-2x,2-SP N-CO lOIMS)SH ALL BE)¢"THK.APA RATED SHEATHING,NAILED W/Bd ANNULAR RING NAILS(DIA.�.131'x2.5'IAME,@ 4"O.C.AT BOTH PANEL EDGES AND IN FIELD.NOTE:IT IPRECOFfMEa6E6YUUVERInr r-SLCIIIZGAZSOT AfEAS P lsO ~ o WP 5 P 11Z 2 WHOEiE ROOFING IS REP ACEDWTH THE SgMESHEATHING AND NAILING PA ERN0.FOR NEW R00F AREAS 1 P +fj � DAPHRAGM EDGE NAILING SHALL BE Btl ANNULAR RING NAILS(NAIL DIA-0.131'OIAx25"LONG)@3"OC., O "' INTO CENTER OF RAKE JO ST). Fob �ttP 3 CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SU PPORTS(AT ALL EXTERIOR WALLS)W/SMMON 12)2x12 F 3 3 3 'H2.SA'HURRICANE TIES,WE, 3 ' 5 99 Rsxj%V (2)2x1Z _1212x12 .I 4 SECURE OVEEFRAMED ROOF AREAS DETAILS). TIMSERLOK SCREWS OR SIM.TO MAIN ROOF STRUCTURE AGAINST UPLIFT ry TYP. 11 ttP.1 11 5 P. ' _.1212x12, S. REFERTOSHEET S-300 FOR ttpICAL DETAILS&FRAMING SECTIONS. 2IYL5 V0210E _ - 1 1 6. SEE ARCH.FOR CEILING AT MAIN HOUSE(APPROX35 OF ROOF HEIGHT ABOVE TOP WALL PLATES).FRAME CEILING W/ a�nPEE�D 9 O 1 _ TYP 2x13 @ 16"O.C.,NAIL EACH END W/MIN.(4)-10d COMMON WIRE NAILS TO FACE OF ROOF RAFTERS,TYP, 10 10 TYP. ttP. - 1 HAN WAL FRA ABO E ,g HAN WA FRA EAB E lY' llt',V 2 E RI 0 PO LEGEND: ttP' _ PENI G FR M ROOF OPEN(G FR M R F RAM(G RAM(G - _ ^14 14 4 4 p®N® STL/2x 0UILT-UP/FLAG.WOOD COLUMNS BELOW ­WALL BELOW 16 ❑® STL/2x BUILT-UP/ENG.WOOD COLUMNSABOVE C, __D WALLABOVE o (NOTE:MIN.NUMREROFSUILT-UPWOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) ---FILLED ETH SOLID BLOCKING,USE 1x,TOE NAIL EACH END OF BLOCK,TYP. Q -IESS.5%3.X%S`EELC LUM FRAMING HANGER,SEE KEYNOTE FOR DETAILS (BET WI.0-IN OUS OWN ONE 3 PoO ING( CM LSPA E,NO m f OVERFRAMED A0.EASW/2%8@lfi'OC.,CONNECT 2x10 ON FLAT ATOP PLYWOOD ROOF SHEATHING O m VIA.1214-LONG TIMBERLOK SCREWS TO EACH NTERSECTI NG MAIN ROOF RAFTER BELOW.CCNNER THE OLU NMU BE ULLY RACE �c r ------ -- EACH OVER-FRAMED RAFTER END VIA,6 LONGTMBERLOK SCREW TO 2x10 ON FLAT.CENTER SCREWS DELL 3x4KIN.. AGA ST FERALTRAN LATIO AT E a STUDS CONT. gTTI CEIU GLE EL VIA BIDDING Im „I - ON WIDTH OF MFTER&INSTALL SCREW WHERE MIN 3-REMAINING RAFTED DEPTH ARE PROVIDED; TO RAKE TYP. - MUST FULLY EMBED INTO 2x ON FLAT!SHEATH OVERFRAMED ROOF AREAS THE SAME AS TYPICAL ROOF w BTW THE EILIN J01 ,ttP 1 13 -Iq P( 1�' 38? V .OE) Z 2 - SHEATHING,SEE ROOF FRAMING NOTES. Z 3f1Y x 18"LVLI 0 N Q2.B) KEYNOTES: = 2 ttP `fR 2 2 2 f r2 9 b SIMPSONTRU28Z"SLOPABLE FACE MOUNT HANGER,NAIL W/(6)10d AT FACE,AND AT RAFTER,TYP ALL Z DBL 2x4 KING- 0.0 FRq J_ Z CON MON WIRE NAILS(D 14R DIA.x3 LONG),EYE. Q sroos coNr. c — I— \ � TO BANE 2x12 16" _ y'l ~ - V SAFTER,WE. SLDONWIREDSEATFACEMOUNT HANGER,NAIL W/I141-lOtl AT FACE,AND 161-lOtl AT RAFTER,ttG,ALL COMMON WIRE NAILS(D.148"DIA.x 3"TANG),TYP. PROVIDE2 X3'--U N LATE LSF CING ORT P W CHO ID OF 41-0L 18'LV WE BEM ATQ ARTE b SIMPSID.1%$28-2'FACE MOU NT HANGER,NAIL W/(6)-Wd AT FACE,AND(Q-10d AT RAFTER,EYE.ALL COMMON P01 OF EAM PA & TEN SUPPORTS, IN 11 H WIRE NAILS(0.148"OIA.x3"LONG(,TYP. J SIDE OF 81 AM.T IE P AIL EDFA EOF LAN EAC Q - _ _ INTE ECTI GCE N 10 BE W W (2f1d b CONNECT VALLEY BEAM RIDGE BEAM VIA.51MP50N'L590'ADJUSTABLE ANGLE,FILL ALL HOLES WITH 10a t� ---I CON MON IRE \y,� COMMON WIRE NAILS(0.148"DIA.) Z V CONNECT EACH RAFTER TO VALLEY BEAM VIA.SIMMON"LS90"ADJUSTABLE ANGLE FILL ALL HOLES WITH 10d Q \y� COMMON WIRE NAILS(0.148'DIA.) E V I*Iyll"x3Y"VERSA-STUD 1.T 12650)BUILT-UP pOSTx CONTINUOUS FROM 1ST iL00R TO RAKE 0 TYP - b 5YA"x 3WVERSA-JAM 1.8(2750)KN EE POST DOWN TO WINDOW HEADER BELOW,CONNECT VIA,SIMMON Q �l "H2.SA'HU RRICANE CLI P TO H FADERS ABOVE&BELOW,EYE. - V HANG(2)-2x6 HEADERS VIA.SIMPSON-HUC26-2-CONCEALED FACE MOUNT HANGERS AT EACH END ONTO 1..7 CONTINUOUS ADJACENT"WIND COLUMN',NAIL W/(8)-10d AT FACE,AND 1611W AT HEADER,11. Z i V SYa"x3Y1'VERSA-LAM 1.812J501POST,CONT.DOWN TO IST FLOOR FRAME,PROVIDE SQUASH BLOCKING FOR ¢� �Il)-2,13--. 16 (2)2 12-,- ---(312x1-.... �, FULLDEPTH AND FULL WIDTH OF POST,DOWN TO EXISTING FOUNDATION WALL,TYP. - NOTE ADO MIN.(1)-2x4 PLY ON EACH SIDE OF ENGINEERED POST,NAIL EACH PLYW/10d COMMON WIRE NAILS L(2, ' \ 3 3 ATS'OC.STAGGEREI TO VERSA-LAM POST,FULL HEIGHT,TYP. Z (Z)2x12tI, 12)-2x12 I (2)2x12 10 3Yz'x 3%"VERSA-LAM 1.8(2750)POST,COW.FROM HIP BEAM DOWN TOM FLOOR FRAME.PROVIDE SQUASH Z BLOCKING FOR FULL DEPTH AND FULL WIDTH OTEUT,ATbSAEW FOUNDATION SUPPoRT,ttP..CONNECT POST Q R W El VIA.SIMPSON"H2.SA"HURRICANE CLIP TO HIP BEAM ABOVE 0 V 11 3Y1'x3S$"VERSA-LAM 1.812)50I POST,COW. FROM DROPPED BEAM DOWN TO ISTION SUPPORT, J Z � '�: 16 SQUISH BLOCKING FOR FULL DEPTH AND FULLWI6TFDFPa$T,7RdSNEW FOUNDATION SUPPORT,TYP. III CONNECT THIS POST VIA.6"LONG TIMBEX SCREWS @ 8"O.C.TO ADJACENT 3Yi"SQUARE,HIP BEAM (/L 1212x6 212x6 (212x6, SPAN CONT 21-2x6 DOOR SUPPORT(NO POST,FULL HEIGHT,11, 2 ,.. HEADER b SW.3Y POST DOWN 1.8(2750)KNEE PO DOWN TO WINDOW HEADER BELOW,CONNECT VIA.SIMPSON ?A � Z.W HURRICANE CLIP TO HEADERS ABOVE&BELOW,TYP. Z 12)-2x6 = ttP.15 m 15 ttP. - 13 5�'x 5Y."VERSA-LAM III(2]50)KNEE POST DOWN TO WINDOW HEADER BELOW,CONNECT RIDGE TO KNEE 3 POST VIA.SIMPSON"CC0665DS2.5"COLUMN CAP W/(16)-Y,".2Yi"SDS SCREWS TO BEAM AND(14)-%"X2Y'SDS .... 2x8 ROOF RAFTERS@16" SCREWS TO POST,CONNECT KNEE POST TO BEAM BE LOW VIA.UPSIDEDOWN SIMPSON'CC07. SDS2S W/ Ax6.FADER _ O.C.AT ENTRY ROOF,EYE. (16)-WK2Y[SOS SCREWS TO BEAM AND(1AW.'X2)$"SDS SCREWS TO POST. W 1 14 Sy..,3'/L"VERSA-LAM 1.8(2750)POS7 BELOW,CONNECT VIA,SIMPSON"H2.5A"H U RRICAN E CLIP TO BEAM,TYP.CON Q S 15 WIRE ATEACHRAFTERTO RIME VIA.SION OPPOSTO"ADJUSTABLE S OFRIGE(DOANGLE,OTAI HOLES WOTHEWITH MEAREA OF COMMON i-4 WIRE NAILS(BOTH IDES STAGGER CLIPS ON OPPOSITE SIDES OF RIDGE(00 NOT NAILINTOTHE SAME AREA OF RIDGE FROM BOTH SIDES OF RIDGE) 16 4x4 KNEE POST,ATTACH EACH END VIA.(A)-6"LONG TIM BERLOK SCREWS DRIVEN AT APPROX.30 DEG.ANGLE p FROM POST INTO BEAMS ABOVE AND BELOW,TYP.CENTER ONE SCREW ON EACH FACE OF POST AND PROVIDE 3" _ END DISTANCE.COUNTERSINK AND PLUG SCREW HOLES AS NEEDED. LL' v bP.T.4x4 POSE,ATTACH EACH END OF BEARING HEADERS ABOVE VIA.(2)-G'LONG TIM BERLOK SCREWS DRIVEN AT = 1-Wz+ APPROX.30 DEG.ANGLE FROM POST INTO BEAMS ABOVE,EYE.COUNTERSINK AND PLUG SCREW HOLES AS NEEDED. O i _SHEAR_A I'E5: s.A.E: AS NOTED ALL EXTERIOR FRAME WALLS SHALL BE CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLOWING DATE: 1212812018 REQUIREMENTS(2,STUDS @ 16"O.C.,TYP.): DESIGNED BY: U SHEARWALLTYPE'A':SHEATH WALL WITH%THK.APA RATED PLYWOOOSHEATHING,NAIL W/8tl DROWN BY: U ANNULAR COMMON PING NAIIS(NAIL DIA.-0.13J")@ 4"O.C.AT All PANEL ED6E5,AND 8"O.C.IN FIEILI,PROVIDE BLOCKING AT ALL PANEL EDGES,OR USE FULL HEIGHT SHEATHING PANELS. PROIEL7#: ING 18064 S-202 FOR CONSTRUCTION x F PAGE 4 OF 5 I i �e ro %"THK.ROOF SHEATHING,SEE PUN +r9 rvtturaldesign FOR TYP,NAILING REQUIREMENTS. rt&ingenuity 1-kO BAR AT EACH SIDE OF OPENING HEADER PER PLAN FULL DEPTH SOUD BLOCKING @ 4'-0"O.C., CENTEREDTE WALL _... TYP.FIRST BAY OFROOFFRAMING inghouse,PQ ° PROVIDE VEE-NOTCH ALL 1, Cp fr PO.Box 182 SIDES.FILL SAM E AS FOR CO OJ P' MASH PEE,MA 02649 CONTROLl01Ni5 p2' p'R' ROOF DIAPHRAGM EWE NAIUNG W/Ed EXTEND 100%OF HORIZ.WALL REINF. 1-p3LONGATEACN fy ~ O� ANNULAR RING NAILS@ 3"O.C.TO 2. Phone:E08-221.2980 CONCRETE WALL THRU CONST.JOINT CORNER AT MID-DEPTH A RAKE RAFTER,TYP. web: wvrv.inghoose.ne[ OF SUB 2(TYP) SHEAR WALL EDGE NAIUNG W/U ANNULAR - IRHEA TO DBL 2. 12"MAX. 12"MAX,MA% 4 ° " DIA.OR DIA.OR RAKE RAFTER,TYP. SEAL: e 4 • SQUARE 30 BAR DIA,MIN, SQUARE I( (1)-2%6 F.H.KING STUD 14•APATHI G,C0'PLYWOOD WALL ` HDf ywe 40 BAP DIA. NOTE: �B,Vq SHEATHING,CONE.TO TOP EDGE U. p OF RAKE RAFTERS,TYP. (TYPIC4U 2x4 COM.FORMED VERTICAL KfY CORE ALL OF SQUARE OR COOED.IF q LAR$JENSEN WAV COOED,ALL CORNERS OF SQUARE y yy CONSTRUCEION IOINT(AS NEEDED) _ OPENINGS SHALL BE CORED FIRST BEFORE �' uSTUDWALLW/STUDS@16" O STRUCTURAL (NOT WITHIN IO FT OF ANY CORNER) SAW CUTTING.OVER CUTS ARE NDT (2)-2%6 JACK STUDS O.G,TYP. N.5-1ALLOWED (U.N.O.)ATTACH TO L0 TYP. CONCRETE WALL JOINT DETAIL WA"U.S Sags KINGSTUO W CISe NAIL @ S 4"O.C.O.C. STAGGEREDAND SCALE:N.T.S(SCHEMATIC ONLY) ALTERNATE SIDES NOTE:RAKE TRIM DETAILS&ROOFOVERHANG FRAMING NOT' ', TYP. REINFORCING AT PENETRATIONS SHOWN,SEE ARCH.DRAWINGS R/208 SCALE:' TYP. HEADER SUPPORT@ BUILT-UP COLUMNS LIP SEALS: 40 BAR DIA. ITY� (TYPICAL) I'-I-D• TYP FRAMING SECTION @RAKE ' I '• -� - - . " SAW CUT OR FORMED CONEROLJOINT- ° Scale:1„ FILL W/FLEXIBLE EPDXY FILLER(AS SPECIFIED) SPECIFIED WWF REFER TOPUNFOR Z 7 I DEPTNOFW 7 =1'-0" O MATCH a� DWl5T0 MATCH ALL MOR ALL HORI2.REINF. os ALL HORIZ.WALLPEINF. n T 4'-0 MN LENGTH TWEEN ANY PLATE JOINT REQUIREDD NO.NO.OF NAILS MAYBE OISTRIBLRED 2•-0•x2•-0"CORNER BARS TO MATCH PROVIDE CONTROL JOINTS AT - ALONG THIS ENTIRE LENGTH HORIZ.WALL REINF. - _ SPECIFIED SUBBASE LOCATIONS AS INDICATED ON PLAN DBL 2.TOP PLATES,TYP. 12 CRACK CONTROL JOINT (8F16d(OFSTRAP)ATU.SIOEOFUCH SEE ARCH. NOTES: JOINT U.N SL"THK.APAOO RATED 1. SAWCUE IOINTS JOINT ATL LOCATIONS AS INDICATED ON PLACEMENT. PLYWOOD ROOF SHEATHING,SEE PLAN NOTE: 2. PROVIDE VAPOCONTROL BARRIERS UNDERLASINSSINOICAEEO ON PLAN NOTES FOR QUIRMLING CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY IMERSECTIOry 3. PROVIDE VAPOR BARRIER&UNpERSUBINSUUTION PER ARCH. REQUIRMENT$ i 1 TYP. SLAB ON GRADE DETAILS SCALE:3/4'=1'-0- l-I 2x ROOF RAFTER,SEE ROOF TYP. CONCRETE WALL REINFORCING DETAILS J 1 51MP5ON•H2.6A FRAMI NG PUN CONNER MIN.SINGLE CONT,TOP O SCALE:N.T.S(SCHEMATIC ONLY) - HURRI FAAFFET TIE PLATE EAR. PLATE VIA 4"LONG TIMBERLOK WALL FRAMING STUDS,TVP.@ 16"O.C., SCREWS(USE 6"IF DBL TOP FRAME @12"O.C.IN AREAS OF TYP SHEAR WALL PLATE).STAGGERED@ 8"O.C.TO PRE-MANUFACTURED TRUSSES(IF APPLICABLE) EWE NAIUNG HEADER AND ALIGN TRUSS W/STUD,TYP. HEADER,SEE ROOF -- FRAMING PLAN; TYP. LAP SPLICE OF TOP PLATES FOR RESEE QUIRED CEILING FRAMING PAN CONNEREFER D YP.PLY Z FOR REQUIROOFFRAMING IE CONNECT ON DETAILS FOR SCALE:I'=I'-0- MISTS(NOT SHOWN IN SECTION). IL BEAM Z TYP. EAVE SECTION @ HEADER pz � Scale:1"_1'4' Q W J 2-PLY 3-PLY Z CR ¢ 2-ROWSOF16tl 3-ROWS OF 16d NAILS@ 3-ROWS OF BY.."LONG—// 12 U NABS @12"O.C. 1211O.C..U.FACE,TYP. TpUSSLOK SCREWS @16•• EA.FACE,TYP. W SEE ARCH. bG"THK.APA RATED / 0 - NOTE:BEFER TO PANS FOR BOLTED OR OTHE0.WISE PLYWOOD REE OOF -- L/Y Ln SPECIFIED PLY CONNECTLONS,TYP. SHEATHING,RMAIUNN J NOTESFOR NAIUNG ¢ Ln REQUIRMENTS Z Z ' I C x 2-PLY 3-11 d ¢ W SIMPSON"H2.5A" 2x ROOF RAFTER,SEE ROOF HURRICANETIE,EA. FRAMING PLAN 2 qJ RAFTER,TYP. I- TYP.SHEAR WALL Z EWE NAILING W 2.STUD WALL W/STUDS @16' 3 1Cd NABS @6"O.C. NOTE:SEE ROOF FRAMING PLAN O.C.,TYP lRE NAILS @ 6"O.C. STAGGERED. F0 (NOT CEILING OR TIE Z STAGGERED,EA.SIDE,TYP.. IOISTS(NOT SHOWN IN SECTION). j Q , HZ� X TYP. EAVE SECTION @ WALL z - Scale:1"=1'-0" TYP. MULTI PLY CONNECTIONS _ o SCALE:1'=1'-0' C G B Bi SCALE: AS NOTED DATE: 12/a/a I S DESIGNEDBY: W DRAWN8Y: U PRWECFk: ING18064 5_300 FOR CONSTRUCTION E PAGE 5 0F S } LL1 0 V V) PLUMBING FIXTURE SCHEDULE. z Lu u OTY SYMBOL MANUFACTURER MODEL Model No REMARKS Q Q ? N 1 EN SUITE BATHRM Z 2 F-2 - KOHLER PURIST T14415-0-B Q N WALL MOUNTED FAUCET V/ W CC I _ 2 F-3 KOHLER UNF 410-K-NA CERAMIC HANDLE VALVE w > C INTERIOR PATIO �', 2 S-2 KOHLER VERTICVL K-2882 UNDER COUNTER MOUNTED LLI MASTER BEDROOM MASTER BATH 1 SHWR-1 KOHLER SALIENT K-9054 J �+ 1 SHWR-2 KOHLER PURIST TS14423-0-B EN SUITE BATHRM .. -- 1 SHWR-3 KOHLER UNIVERSAL 8304-K-NA N Q \ X D_ I SHWR� KOHLER PURIST n, .'' i SHWRS KOHLER MASTERSHOWER 728-K-NA BN z Vl �- -J. 1 SHWR6 KOHLER AWAKEN RAINHEAD 76465-G-BN Q i ---- 1 SHWR-7 KOHLER SHOWERARM 7394-BN ^ Z 1 SHWR43 KOHLER MASTERSHOWER 9514-BN In Z -. 1 SHWR-9 KOHLER EXHALE SUPPLY 98354-BN Z p J ❑ 1 SHWR-10 KOHLER STILLNESS/PURIST 97}BN Lj - I 1 T-1 KOHLER ADAIR 3946-0 PC EL TOILET COMFORT HT,ELONG SEAT,SOFT CLOSE SEAT STAIR J ~ _ LAUND. I _M• _. �I� EXIST BATH Q T.1 KOHLER ADAIR 394fi-0 PC EL TOILET COMFORT HT,ELONG SEAT,SOFT CLOSE SEAT EXI5T BEDROOM KITCHEN ` - Q NO.Z \ ��- KITCHEN LIVING ARFA —------' =GE 1CAFE CDT83555J 1ISON PULL DOWN SPRAY FAUCET VG02001 1CAFE CWE23SSH55 O lO1Standard Omhero ADron Fronl D20102000.XXX O i0 1 PROFILE r 1 UC-24C{M EX•T BATH LAUND. ■ I_ 1 D-1 LG ELECTRONICS WDLGX3571W F 1 W-1 LG ELECTRONICS WM3770HVA MASTER BATH --- DINING AREA 2 F-2 KOHLER PURIST T144154-BN WALL MOUNTED FAUCET ❑ ❑ I '.\ -- 2 F-3 KOHLER UNF 410-K-NA CERAMIC HANDLE VALVE ■ ■ _ III 2 S-2 KOHLER VERTICVL K-2882 UNDER COUNTER MOUNTED EXIST BEDROOM STUDY AREA iENTRY i-i 1 SHWR-1 KOHLER SALIENT K-9054 . NO.1 1 SHWR-2 KOHLER PURIST TS14423-4-BN -\ .----R- _. _._..... _»..._.... I. ..... _..._..... 1 SHWR-0 KOHLER PURIST SAL 814491-0-BN . E u o 1 SHWR-5 KOHLER MASTERSHOWER 728-K-NA ro 1 SHWR.6 KOHLER AWAKEN RAINHEAD 76465-G-BN 41 U m --- -- _ 1 SHWR-7 KOHLER SHOWERARM 7394-BN 1 S -8 KOHLER MASTERSHOWER 9514-BN 00 b0 ' I 1 SHWR-9 KOMLER EXHALE SUPPLY 98354-BN ✓ ate+ 1 SHWR-10 KOHLER STILLNESS/PURIST 973-BN N C 1 T-1 KOHLER ADAIR 3946-0 PC EL TOILET COMFORT HT,ELONG SEAT,SOFT CLOSE SEAT ' r O 3 SEE ATTACHED HVAC & PLUMBING DOCUMENTATION FOR v FIRSTFLooRPLAN-PLUMBwG EQUIPMENT SPECIFICATIONS. W m z 5N r u _o ¢ 2 w � CGE3 o. �J Q �LL Z 5 v Z m ¢ a - 0 i 0 Q V Q Qp PROJECT STATUS CONSTRUCTION DOCUMENTS ISSUE DATE: 12/308 a N M O I. Pi N a 4 � AC CONDENSER - —''—A --i MECHANICAL NOTES 1. MECHANICAL CONTRACTOR TO COORDINATE ALL SUPPLY RETURN REGISTERS, 2. MECHANICAL CONTRACTOR TO COORDINATE ALL ELECTRICAL CONNECTIONS ELECTRICIAN+G.C. © m j 3. EXTERIOR HVAC EQUIPMENT FINAL LOCATION T.B.D. II AH'I .,� 4. HVAC SUB-CONTRACTOR TO OBTAIN PERMITS AND SCHEDULE INSPECTIONS I I IJ ACCORDINGLY. i BOILER Lu ul _._ MECHANICAL HVAC-EQUIPMENT: W LLJ 1 l i 1. CONDENSING UNIT-PAD MOUNTED(aJ GRADE,LOCATION TBD, Q N 11 CONTRACTOR TO COORDINATE WITH ARCHITECT. 7 I! is 2. FIRST COMPANY DUCTED A.H.U.SERVING ENTIRE HOUSE. W V z 3. WALL MOUNTED CONTROLS FOR EACH ZONE;CONTRACTOR Q Q LLI Q j { TO COORDINATE WITH ARCHITECT. 5 V" 4. ALL INTERCONNECTING PIPING TO BE INCLUDED IN SYSTEMS. Q Lf) w 5Q ,1 5. TESTING,START-UP AND WARRANTIES TO BE INCLUDED ON ALL SYSTEMS. W LIJ ` _ 1 6. POWER+CONTROL WIRING BY ELECTRICIAN,FINAL CONNECTIONS BY ] ..-I [._.I L..---1 -._] I _-I ,I HVAC INSTALLER T HRV INCLUDING SUPPLY AND RETURN DUCTS AS OUTLINED IN DRAWING. ` O~ Q / ^ Z un z Z .__I Q SEE ATTACHED HVAC & PLUMBING DOCUMENTATION FOR . I , EQUIPMENT SPECIFICATIONS. N a rL MENT PLAN-MECHANICAL - - 3A VC ❑ •, jo----- - T i ® C D O SUPPLY U i m b0 I 1 � 0 w C C _ T O V ' n u 3 TK TK — + N I I UJ� o 1 II, _ o ILI w -- a L = o L � 1 > I STALE AIR 0_ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — _ __ — _ _ _ _ _ _ _ — FRESN AIR a EXHAUST — — — — — HRV INTAKE F"� .: - F® lil n J O - N it LL 3 RELL RN T a - Z Z Y Q W W m Q Z o m 3 w I i PROJ ECT SC ATUS:� CONSTRU TION DOCUMENTS ISSUE DATE: i +x/31118 02 a - FIRST FLOOR PLAN-MECHANICAL -. m D vi i m -. ..-...., N - — M1 .1 M a L LIGHTING FIXTURE SCHEDULE pTY SYMBOL TYPE MANUFACTURER MAKE MODEL REMARKS BASEMENT -i ELECPPANEL 9 R-1 RECESSED LED-4" TBD TBD TBD I R-1---_- R-1 FIRST FLOOR .i ( 9,' `•9 2 F-1 .CEILING FAN MINKA-AIRE F787-WHF --_-` _ - , i 2 F-2 CEILING FAN MINKA-AIRE F786-WHF R1, m -- I 1 F-3 CEILING FAN MINKA-AIRE F787-WHF ``'c, ,�,' �`.O.' ��.0,' 1 P-1 PENDANT RESTORATION HARDWARE R-1 `\R-1 m R-1 R-1 I` 3 P-2 PENDANT TROY DISTRICT SATIN 1852013 �... ,-R 1 3 P-3 PENDANT TBD TBD TBD TO BE SELECTED BY OWNER � 2 P-0 PENDANT DESIGNATION LIGHTING 686044 R-1 RECESSED LED-4" TBD TBD TBD LJ_I LA 3 R-2 RECESSED LED.4" TBD TBD RATED FOR DAMP LOCATIONS S RF-i RECESSED FAN-LIGHT TBD TBD TBD TO BE SELECTED BY OWNER W ............Nff TBD N 3 S-t STRIP TBD TBD TO BE SELECTED.BY OWNER ...._......._... 6 UC-1 UNDER COUNTER TBD TBD TO BESELECTEDBY OWNER Q tj '•j - - 3 W1 WALLSCOUNCE LAMP PLUS 9C417 z 1 4 W. WALLSCOUNCE V1 W U 2 W-3 WALL SCOUNCE DESIGNATION LIGHTING Elk Li hting P1238731 Z O � LlN N j ELECTRICAL NOTES: Q V) IZ Q FI. Lu 1. TEMPORARY ELECTRIC SERVICE TO BE PROVIDED DURING CONSTRUCTION. L� 2. NEW ELECTRIC SERVICE TO BE 200 AMP AND RUN UNDERGROUND IN BURIED CONDUIT. J 3. ALL SWITCHES,OUTLETS AND COVER PLATES TO BE WHITE. ~ O EL 4, ALL LIGHT SWITCHES TO BE PADDLE STYLE,LUTRON DIVA OR EQUAL. Z \Q Ln I'{ 5. ALL STANDARD OUTLETS TO BE DECORA STYLE OR EQUAL. a / Z V1 Z j.. B ELEC.PANEL TO HAVE A DEDICATED CIRCUIT SWITCH FOR.ELECTRIC CAR CHARGING PORT. Z J Q j !-) 7. COORDINATE WITH ADT SECURITY ALARM COMPANY FOR INSTALLATION OF A MOTION DETECTOR AND SECURITY CAMERA. O j j - 8. PROVIDE A TELEPHONE LANDLINE ONLY IF REQUIRED BY ADT SECURITY PACKAGE. Q ��/� N 9. ELECTRICAL CONTRACTOR,ALARM CONSULTANT AND GC TO COORDINATE WITH OWNER TO DETERMINE EXACT NUMBER AND LOCATIONS OF DATA AND CABLE TV PORTS. 0 V 1 LU <� .��_I 10. ELECTRICAL CONTRACTOR AND GC TO COORDINATE WITH OWNER TO DETERMINE EXACT NUMBER AND LOCATIONS OF SPEAKERS FOR"MAGNOLIA"SURROUND SOUND SYSTEM. / I - BASEMENT PLAN-ELECTRICAL ELECTRICAL SYMBOLS ® 200 amp ELECTRICAL PANEL S SINGLE POLE SWITCH O CEIUNG OR WALL LIGHT FIXTURE TELEPHONE JACK ET JACK WAY SWITCH R ell I ELECTRICAL METER SOCKET S3 E WALL SCO SCONCE UGHT FIXTURE re��n n TOELEPHONHE/DATA JACK STANDARD DUPLEX RECPTACLE S4 FOUR WAY SWITCH � VAN ITY TIGHT FIXTURE- TWCABLE JACK H qp ,y-m 'cr ry X DIMMER SWITCH use 10 L- �i --_ I__`` S-1 ; QUADRUPLE%(4 GANG)RECPTACLE S _ RF 1 _ ED � Qb _ED _ I .., RF 1 D o USB JACK �j UNDERCABINET LIGHT FIXTURE 0 INTERIOR PATIO 220 VOLT OUTLET S' FAN SWITCH ® 5MOKE DETECTOR FAULT D PTA LL TRACK U HT FIXTURE THERMOSTAT F T . - - UGHT COMB ITCH A �R1 ___ _ - , SWIT H A W _ V V ____� � F g C G GROUND F PROTECTS REC C FA O SW ® WUGH O y C ED RECEPT CLE SF L DOORBELL yy_2 E MASTER BEDROOM MASTER BATH - PADDLE FAN-CEILING MOUNTED _ F-1 _ __ R-2� I - F-2 I EXTERIOR WEATHERPROOF RECPTACLE �D THREE WAY DIMMER SWITCH q� ohoo CHIMES l.J IL V j `�T - 4 _ _- _ __ II __ _--' R 2 O FLOOR RECPTACLE-DUPLEX �Ll' FLOODLIGHT / C E yiEN 5UITE 6ATHRM I IIO'i S MOTION 5EN50R UGHT SWITCH O �O W_2 v��? (y �— y I� FLOOR RECPTACLE-DUPLEX 220V MS _ R_1 - "� ❑ GROUND FAULT PROTECTED FLOOR.RECPTACLE p F-1OT ❑ 7 io EX15T BEDROOM o a R, NO.Z R-1 R-1 I - - I LLL..LLL ❑ - '- -_ - - J O Lo nT R-1 pR 1 yyy ,ICI __' __.<y- - (1 , + U� C-1 U,C�1 F ^- 1 I •,, N Lu _STAIR a R'1I ,�R`i I�R1 �Ri �i R1 ---- " LIVING AREA ;' _ .' Z D � ,' KITCHEN _ _ � o u ❑ J7 IT�I •_ _-.�..._. TLL � ___ __ I R1�( ` I e�P2 YUCI�3 S-1 .`� .i R1R I pOQD Cy, MID O P-2 I a EX15T BATH-� o - V P_2 R,� VC-1 (`"LL, R-1 R-i'.. STUDY AREA SKYLIGHT OPENING Z DINING AREA g _' 5 ,(� R-1 __ ABOVE TYPICAL I a Y � _ 3 $ - EX15T BEDROOM",- ft P3 -- - / R 1�-�. ,- R-t F- � 4Ta I -- -b R---1 ¢ `� o r o � � g dOQ - --- - - - W1 T = z o ¢ I ? -- zp __ 44NN W 3 9P x� -K 0 ` �3 PROJECT US CONSTRUCTION DOCUMENTS w1 `�' w1 ISSUE DATE: 2 FIRST FLOOR PLAN-ELECTRICAL W31h8 1/4"=T-0„ M o E1 .1 N - fh a