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0749 SOUTH MAIN STREET
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()r ': .< .,..,...:, -:: r.. s ...,• 1 �::., ,., ,.� ij ,.. 1 ..',r`. � , 1 r:1;�. i�.l � ,! .., ..:...., ,,,,. .j,., . :;: .. ., ..: ,1f all •,. ,..A .�� .',d ( 7 _ J I, el r.! i, F 1 f, t 1 _ •1'• gg 1, F.' -„' .,:� ,'„ ,'� ,:,i.. •f.a; ' r ,:,•r , ,rr, r 1„ �1 ,fir '1' :+ 1 ! r5 ;5 s. a �', aa; a"rer-��,!. .r.'p" .�t• it'r' t: �'^=t 2a••-h:.<� alxm y�� �c s ( ..Sr.., ..c. -1. s w i TOWN OF BARNSTABLE Building Department - Foundation Permit Date 2 1 I)gq Permit # ZGvB 05an Name Ox s -t QAr6t ;A Location ALLl Insp. of Bldgs. Zoo Town of Barnstable - ..-,� Building , t Po Card So That it is Uisible.Frorn the Street Approved',Plans Must be,Retamed on Job grid his Card Must be Kept r» Posted Untrl Final,lnspection Has Been Made �' _ Y - ir e �� � e°� Where a Certificate of Occupancy is Required;such'Bu ilding shall Notbe Occupied until a Final Inspection hasebeen made ) Permit No. B-20-1059 Applicant Name: DEAN F. STANLEY Approvals Date Issued: 04/22/2020 Current Use: Structure. Permit Type: Building Siding/Windows/Roof/Doors Expiration Date: 10/22/2020 Foundation: Location: 749 SOUTH MAIN STREET,CENTERVILLE Map/Lot: 185-012-001 Zoning District: CB_DCRNB. Sheathing: .Owner on Record: CRAIN, RAMSAY E,CYNTHIA B& HOFMANN, Contractor''Name:'-,,DEAN F STANLEY Framing: 1. . Address: 12623 W LAKE BUTLER ROAD Contractor License. C5=035037 2 WINDERMERE, FL 34786 "':. Est 'Project Cost: $ 12,000.00 Chimney': Description: roof ' Permit Fee: $61.20 - 1 Insulation:_ f Fee;Paid: $61.20 Project Review Req: ,r Date: 4/22/2020 Final: Plumbing/Gas Rough Plumbing: g ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoningby-laws and codes. i! � This permit shall be displayed in a location clearly visible from access street. or road andE shall be maintained open fo�public inspection for the entire duration of the Final Gas: work until the completion of the same. �- - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thif;p rmit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing F Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest 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 Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the.APPLICANT-ISSUED RECIPIENT � � Application numb r.. ........................................ Fee.............. " ...................................................... KAM Building Inspectors Initials....................................... Ak DateIssued................................................................. 1 Map/Parcel......C. .. ......��J................ TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: ( ,� �d C� �c•�. -, �e��e� U NUMBER STREET VILLAGE Owner's Name. �(9�_ �° A!<is Phone Number Email Address: �- Cell Phone Number Project cost$ \Q,,O Q Check one Residential %,o/ Commercial OWNER'S AUTHORIZATION ' As owner of the above property I hereby authorize to make applicatio a building permit in accordance with 780 CMR Owner Signature: . Date: TYPE OF WORK © Siding 0 Windows(no header change)# Insulation/Weatherization 0 Doors (no header change) # Commercial Doors require an inspector's review El Roof(not applying more than 1 layer of shingles) Construction Debris will be.going to 6q jq,-,61 `A-\ CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# \-,�`L V� (attach copy) Construction Supervisor's License# C� "� r�'� (attach copy) �J \i�t�3-'5 Email of Contractor �d Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL.BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s) will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No ,if yes, a gas permit is required. Natural Gas Yes No ,if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9.30 am or 3:30 pm-4.30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's,Name: Telephone Number Cell or Work number I understand 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'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. .i .w The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip: Phone#: 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.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' y p �'� $ 9. ❑Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ p i 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 121-1 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 hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurancefor mYemployees. Below information. Insurance Company Name: ��^� 1 l� Policy#or Self-ins.Lic.#: 3 � Expiration tau s mi Job Site Address: _1�'E� S p 6`�-� \k ���e��+t `` City/State/Zi: M A-S Attach a copy of the workers' compensation policy declaration page(showing the policy Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impo, p,araines of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a S 1%je 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 c under t pa hs _,d penalties of perjury that the information provMabove rue and correct. Si ature: Date: 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#: FAA Information and Instructions - .. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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. would like to thank you in advance for our cooperation and should you have an questions, The Office of Investigations wo , Y Y P Y Yq please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 east 446 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1 01/29/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Kathleen Geddis SULLIVAN GARRITY&DONNELLY INSURANCE AGENCY INC PHONE NC No: Era a 508)681-6049 ADDRESS: kathleen.geddis@sgdins.com 1 O INSTITUTE RD INSURERS AFFORDING COVERAGE NAIC# WORCESTER MA 01609 INSURERA. TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: DEAN F STANLEY BUILDING CONTRACTOR INC INSURERC: INSURER D: 359 CAPT LIJAHS ROAD INSURER E: ' CENTERVILLE MA 02632 INSURERF: COVERAGES CERTIFICATE NUMBER: 499347 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POUCY NUMBER MM/DD MM/DD LTR COMMERCIAL GENERAL LIABILITY EACH RR KT E S j I CLAIMS-MADE F]OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) I S NIA PERSONAL&ADV INJURY S 'GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 1$ u PRO- LOC PRODUCTS-COMP/OP AGG I$ POLICY JECT is HOTHER l r COMBINED SINGLE LIMIT ($ AUTOMOBILE LIABILITY $ Ea accident BODILY INJURY(Per person) $ ANY AUTO ALL OWNED SCHEDULED N/A BODILY INJURY(Per accid�t))S AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED Per accident HIRED AUTOS AUTOS $ HUMBRELLAUAB OCCUR f EACH OCCURRENCE $ EXCESS UAB CLAIMS MADE N/A AGGREGATE S I I DED I I RETENTIONS i S WORKERS COMPENSATION /� ST TUTE ER AND EMPLOYERS'LIABILITY YIN E.L EACH ACCIDENT S 500,000 _ ANYPROPRI ETOR/PARTNER/EXECLMVE A OFFICERIMEMBEREXCLUDED? NIA NIA NIA 7PJUB4N77832320 01/15/2020 01/15/2021 EL.DISEASE-EAEMPLOYEES 500,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS below r N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this Certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwdANorkers-compensationrinvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of.Bamstable 200 Main.Street AUTHORIZEDREPRESENTATVE Hyannis MA 02601: DanielltM.CrowNy,CPCU,Vice President-Residual Market—WCRIBMA 01988.2014 ACORD CORPORATION. All rights reserves ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD J/.G (�/,'iC!/YCL'/LCG'P.CC.L��4/,�GGLGiiLGLYJLCJB�� . Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Registration Expiration _132149 11/27/2020 1 DEAN F.STANLEY DEAN F.STANLEY �R�CGQx -- 359 CAPT.LIJAH RD . CENTERVILLE,MA 02632 Undersecretary: Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const�ucti'Oi -boervisor CS-035037 >. q Eacpires:01/19/2022 DEAN F STANLEYi I r 359 CAPTAIWLIJAH RDA CENTERVILLCMA 02632 - Commissioner . � �� _ _ Town of Barnstable ' n .. _ � . � Building t Post This Card So That 7tis Visible.from the Street-Approved Plans Must be Retained on Job and=thisCard Must be Kept M^�MMSTABM Posted Until Final' Has Been Made. i Permit . Where a Certificate'of Occupancy is Required,such Building shall Not be Occupied until a Fin16 ai Inspection has been made r Permit No. B-20-1059 Applicant Name: DEAN F. STANLEY Approvals Date lssued: 04/22/2020 Current Use: Structure Permit Type: :Building-Siding/Windows/Roof/Doors Expiration Date: 10/22/2020 Foundation: Location: 749 SOUTH MAIN STREET,CENTERVILLE Map/Lot 185-012-001 Zoning District: CBDCRNB Sheathing: - Owner on.Record: CRAIN, RAMSAY E,CYNTHIA B&HOFMANN,, Contractor Name� DEAN F STANLEY Framing: 1 Address: 12623 W LAKE BUTLER ROAD Contractor License: CS`=035037 2 WINDERMERE, FL 34786 hM `� Est. Project Cost: $ 12,000.00 Chimney: Description: roof Permit Fee: $61.20 F Insulation: Fee Paid:' $.61.20 Project Review Req: Final: Date 1" 4/22/2020 Plumbing/Gas I _ Rough Plumbing: E� -• .� Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized b y this permit is commenced within six months after issuance. All work authorized by this permit shall conform.to the approved application and the approved construction documents for which-this permit has been granted. Rough'Gas: All construction,alterations and changes of use of any building and st luctures shall be in compliance with the local zoning by-laws and,codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road andshall be maintained open for,public inspection fort he entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this.permit. Service: Minimum of Five Call Inspections Required for All Construction Work: p: 1.Foundation or FootingrtwF Rough: 2.Sheathing Inspection �- R-- .. .,�- �N• . �., .. 3.All Fireplaces must be inspected at the throat level before firest 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 Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). � Fire Department - Building plans are to be available on site �v'�� Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT S -saadoj�saq���uor.�esaa _ ASSESSORS REF - ZONE: RD-1 Map 185 FLOOD ZONE: Parcels 012-001 and 012-002 Area (min.) 87,120 SF (RPOD) Zone A13(EL11), 8, & C Fronts e (min) 20' Width (min) 125' ,Community Panel No. OVERLAY DISTRICT: Setbacks: 4250001 0016D AP - Aquifer Protection District Front 30' July 2, 1992 Side, 10' Rear 10' l S13'55'50" i 210t' to MHW \ I -Vr—j^\ \ I 1 0 - /49.4-'— O \ Zone Lines as s as shown on FIRM Panel # 250001 0016 D 1 rev. July 2, 1992to �-Q m I � I Bays j #749 Lan 1 I ! 2 Sty W/F Dwelling zzoz r--- O ao " i L o I oQ -' r Lo I ' o, � I o , c itoo� l Q) 3 \ --- —---------------- -----------Lot 35 Lot M--- 'Q) be x Lme -Ir Z do I State Patio W/Pool&Spa(aprox) U OO lcn \ Wood Deck \ 2 Sty W/F Boathouse O I — —————— Wood Deck oo er S07'12'00"E 181f' to MHW b — ( yPlan) -' I certify that--th-e-f-ou-ndat-ion-- u'-w- _ RICHARD R. shown hereon conforms to Q L'HEUREUX the setback. .requirements of NO. 34312 the Zoning Bylaws of the Certified Foundation Plan QaTE town of Barnstable. At 749 South Main Street BARNSTABLE ., rofessionol Land Surveyor Date (Centerville) NOTES: MASS, DATE: 271OCT12010 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods 'on (or between) 17/JAN/08 and 26/0CT/10. PREPARED FOR: Ramsay E. and Merrilee Crain 2.) The property line information shown hereon was 749 South Main Street compiled from available record information. - Centerville, MA 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Porker Road Osterville MA 02655 DWG #: C247-5gl CPP1 FIELD BY:RRL/MLL (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' Parcel 1!'JC Application # — Health Division APR . r Date Issued ma's) 1 Conservation Division N "' Tp���'0� 8 ©�, Application Fee Planning Dept. y,.�,�; r Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis e al Project Street AddressZAJ 2 6-(d'/2lL+d� Village dV11MV11 4 Owner cm//v Address Telephone Permit Request WX Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation f 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 Historic House: ❑Yes ❑ No 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 ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ i Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� �'`a©� .� Telephone Number Address a " L � e License# Home Improvement Contractor# Email �/��/ 9'�Gu� Ca— Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE '`� I FOR OFFICIAL USE ONLY f APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION I FRAME 3 INSULATION FIREPLACE 'E ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. WMfifivton Area lksw� OMx Wa-1ers' Ccuqpeuszfiw lnwmciB Affidavit BW1kMKkdrAdnsMwftkausT1mmhm ArpHcamtIafar a Ple2Se Aig . 60J Are}Dr an emplayer?Checkthe agprapdate beam _ L El am a emplc�gesssi. 4. ❑I am a geuesal md I type of project employeas�armor * ISsvehiredgm - 6: ❑NewZ t I am a scAe argartaee- 04 flee armed s 7_ ❑Re=deiins slip aad have no empkyees 7hem M&CDx&3ct=hwM 9- C]Demalifron VOIFMg TnrM in atep c aadhave yr s' ❑Bmurmg ad a -� 5. ❑ Wezre a andits IO:❑ElecfardMPzjMQr2dcSfbns 3_D Iam.a doing0wwk OTm=hm d$$ir .ILQ rmmbiagnpe=ar Pelf • Ecff es�pficagrrl�fQ. ❑ c.W,1I{4�=dwehwema 1Z Z�oaf - s 13❑Ofl3er =cp- - `�mr agp�eom�Bss2 •fiaz#1 m¢st a=fm bm%w ffizk m km = •.: # aim wcb=tams.EffiaasA rstiag ffwY Mddqg agar M&fiMMhFM&2d eamftznbuamstba1®t:azwaMd%1&;" MCTi 8� 9�6mc m� ar saw sib s5oa�gtheax otrhe e,�_ hs zwmtV=e ea sh e ff svTo-r km t6eg ide r mom'cP PaHU �am m�ersrg�+sr S�-2sgraui�itg�car&eass corc;�•�„,•••�.�f m'a�enrpf�� Sew is Yhs pa�cy a�ri fafi stets Tywsnr=cec=qMYNa= PORcg4orsef-inL7ie~ I}aie= Sob SteAddres �= Atfwh a copy off Starkers"campmmfieapoficy dmb atiaa P ne(skagg&e:poficY as$h er sad c ua i; e}. 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R i �■nl �■ t1 ►\ntn if ■ttl. ft.: t ■ it • ■ •++vl-:u•u ••.1 • ..• n u.n- •.1 u :n•-n r wl •.n .l•r .IM OW.WMars t.•. ■ •.• I :n .1�.l■,. rt- �■:I n■Ott c oil -.+. a.:�r t rla _n■ �•P■G[ trt:;t a_ hg9:.Vt■� ieN,��;■ ti snit : ' [ -c.�>,r - • t7 oil i �T c.ann• .•±■ �■ :,- - - • � •11 �i : 3• sa ►s .• 1 AWC Clyde tD FYaDd Cn orr Fn,Ffab i Wrid firhu:IZQ wpg WuldzDFIZ - Massachusetts Cheer for C6mp�U'ance MD CTIM DTi 11.iji - - - b=3pBM= �md SPA •��- _ i1 D mpfi 12 APMCA. RnY -Ncmbaa•tstSkem(a tDDf vech 3 in 12 siopt:sbal be a story) _ sbdm 5 2 sim its - Wom Fb3m ieIgiit {F32) Stffidtng Wdil.W - 3) Btsla_rg Lfing$i.L (Fg 3) Sir F3&Ung Aspect Rafm( 4) s 3:1 t _ N=kmd Height ofTkne=.t Dpw*g2 (Fig 4) f3 FRAM3NG MXNECnONa ' Getmtai caa�drans v�3f1 fiarttitig CnI7CDnS (Table 2} . 2.1 FDUKDAgI N FDtmdarDn MraJEs meAhg mIL&eJ w&-Df 7M CMR 5404_i 22 ARM40RAGE TD FDUfMATIDhf _ SlEr Anther Bob i mbadded or 51S`PrDPdmb dy-Maa ekA Anmmm as an ab iiaffm in mn mib--turfy BDtE Spacing-general-------- (Ta la,4) Bolt Spacing fmm wsdTomt of•plate (Fig 5) Bolt Embmtnent-can=afm ((FFm 5) _ BDTt Embedment-T1TT3SflnIy (F9•'/ s tIL>_15' - Pia±F--Wasttar (Fg 5) >3`x 3"x Y,' 3_1 FLDDRS FTDar m-man I member spans d>esimd (mr 730 CMR Chaff 55) ' Fi m&r m FDDr D*e mg Vun=;bn (Fig s) FEA Hei�ft Wag Shads at Fluor DS.arimgs lem ffT m 2`from Exterior Vftlf(Fig 6) -..:-- f k*mirn Floor JCMSalta - SuppDrling Lmdbearbsg Wa k or ShsmwaII (Fig 7) w fit 5 d VlmimLSII7 Cmt0overed FIDorJolsLs T S� Laadb�irg Waifs-orshEar�rafl (Fi9 s) ft a - .. mRog3racmg at l td»lk (Fig 9) FDorShE fE u g Type ' . _(per7S0 GMR CBapfer 5E) F1Dor Sheafh6ig l�udmess ' (ptf TM CUR chapter 55) FiDnrSheaaff mg Fa6fMMg - [Fable 2} d rmffs of in edge V in ftdd Wall Height F [Dadbearing walls- _ (Fig 10 and Table-5) hian-LDadbeaing naffs (Fig 10 and Table 5) ft-s20` V&l Stud 5pamg (Fig 10 and Table 5) - • V&I S Ky O tags 7 3) '�d 4_2 EXTE JDFLLWAI ss - - WDod Sims rsarifsR�,;ng'll3lLs (rhble .2x - it 'in. fbDn4-ma*mring w3us (Table 5) ZX _— --- _ Gable End Wad Bracing tI — Fall f Feig t BAwaII Mwds (Fig 1 D) - • . - WSP,Afim Fim r L rxilb - 7Fg 11) - ff=MW/3 .Gyps=CmIN Length t[f WSP net umd) -(FM 1 t) ft;--DAM aid 2 x4 Cam=Lak-aI Baca Q S fL D-r-_(Fig 11}_�_�� Dr t x 3 cemng frming sfrips 15°sgacbg-trim.lain 2 x 4 bbmwm 4 ft,sag ut end)om orfrLm s bays - DDmbhTop F3afs St}UM L molh fFiq 13.and Table 51 ---- rr �43 C' rrFde to WoDd Carrst wz:M7,r fit R:7glz Wind Areas. IIO rR�rft irrd die ` - . Massaehnsetts.Checklist for Compliance(no cHR snr z rs)1 - Lafordd(no-of 16d mmmcn nw%-) _ (Tables 7) - N ' g waQ Connecm= L,-&rW Chm ci'f Sd cmu nan nab) (Table S) Load Bm=v wag Opemgs(record t o wzv btu dam:ag Dpe�rings for ¢fn Table 9y Hew Spam (Table 9) _fr—in•c 11' Si61' Spans (TaIale 9) —ft—iiL s 11' _ FLA He4t Sfads (nm lid Bearing►+;fall Dpenaigs(rambopst cpeift bfit djaci all Dper*m;s for cminpbnes fa Table 9) HemSpans-.___ - - (Table 9) _$'—ui.5 Iz Sm Fute --• (Table 9) _fY i2 s 1T RA Helght Sivds(nD.af`sods) rTable 9) _ Bdw iorWaf Sfs3butig tD Resist Uplift and Shea[SSci I&Mi gusty{ iJi"a*M=Bru ring Dimensimi,W S`S" XDmiuol Height ofTaliesf Dpanine __--_ c Sheathing T;pe - Fdgm NA Spacibg _ - (Table 10 or nafe 4 ffless) Feld Na Sparing (S"abSe 1�} im Shear CDromfon(nn-of 16d caav m na&s)(Table 10) . - - Peru Ful-HeSght SheWhog ' (Table 1 D) —% . _ $%AddMonal Shedhing for Wag vah Opening>.6'l�(Design CDncepfs) - Mmdm n Buffdng D'amensbri,L _ hiam;Tall-le4- ttafTaJlestDpening� __-_ --__.___ DES' ` SheatNng Type ____ Edge flat;Spacing (Table 11 ar riDfa 4 if less) II?- _ Feld Nall Spacing -- - (Table 11) _ U- shear ConnecfiDn(nee of 15d cam MI nm&-)(Table 11) _ Pest Full-Height Shag (Tabu 11) 5%AddiSonai Sheathing for►I wth Operiing>•5B'[Design Cm=pfs) Wall Cfadd'ing - - Raded tw Wrid Speed? - - 5.1 FQOFS RD�-t ftamarg m ember-spmw thud? (FDr Firs use AYJC Span TipL see BBRS Web-fie) . tzwf Overhand ._ (Figure 19) $s mrraffer off or L13 Tn=or Rafter Connecowls at Loa& armg Wafts - • PrDprkdmy= c e tors (Table 12) - r Pif - Lai�ra! (Tabla 12)_ _ _ pff shear (Table 12) 5= •131f_ gidge Strap Cav ectform,if collaryes not 1•tsed per page 21--(Table 13) T= Pff --z- • - Gable Rake Ouffoolcer (Figure 2Q).— f1 s snrafler Df2.`Dr LIL - Tntss or Rafter Connecfiom at NC)11 Laadbe�Walls - PrDp iatary CDnnerbarS Ups (Table 14) �- _ LatmW(ram Df t f->d=Tumn narks)—(Talmo 14)._,._._ _.__._.:._1.= lb• , . •RDt�f She ifi�g Types (perms CUR(�pf�aB and 59) RDdShMN09 Th➢clmess - __ —m. t�!`Ifs 1R►5P RDof Sheadi,u,g Fastening (Table 2) tJDfes_ . This dust shaff be met in�enfireiy,�g the speab excep5Dn nD1Ed in 2+to rn¢nply�ffie r�nants Df 7 3D CUR zi3D1.Z 1.1 ttain 1. ff She chatd�is met in r7s en*dy 9-an Size*AaWing rnefa[straps and hold doY�rrS an nDt required pefiha 1v►FCM 1 lD mph GIAde: - -- a_ sted maps per Figum b. Gage Straps per F.�gure 11 - - _ c. UOR&traps per Rjum 14 - - d All Straps per Fgraa 17 . emler Stud Hold DDwrtz per Fgtre-1Ba and R► um lab 2- 'Excegfi=Opening helghfs Df-irp is a ft shall be petmthfed when 5%Ls added fa Ste percent f&-height q -regL*Brff fs sf rim in Tables 10 and 11. 3. The baffnm s$plate in e�iDr�raIIs shad be a mininnmz 2 in.nDrninaI fivd�presstre i��-g�e: - y4F `CGrrirfeta k aad Carrsfr-ucfiortrrr {r��fr WzndAri a HO mph'H1#dZa,L - • Ila Tachusett3 Checklist-for Compdaace(Mn.miR5UT-7 rs)t 4_ ' a_ . Frnm Tables 10 and 11 and lwiflm af WaII sliaffft and ceding Aspect P,_de3 7rirre�Petit�zrtF-H gf�- • - S vaNng and Nail Spaang mg==ti- t b. WWd ShMtlyd Panels shad be marunum fF bMasi of 7f1 r and be instaw as fonDws: - L Panels shad be insided Va sli-=A aids pawed in shuns,, if• All hor=mt3j)nhftshaa outr aver and be nab in flaming, FL On sdngle sfafy=gh=5 t,panels stoma be affached b batkm plates and fop fnainbErr of to double bP Pb[b!-- - n Y nl pis WSaQ be Hftlmd b fig fop mmmbar of fris upper double tap plate and b band jok at bofbm of panel Upper affa of bwerpat el shall be rm&m band and bweraftameitmadsio bwestpLta atfirstfionrfambg. v. Horimnfai naHg at dtibie faP Pam,!mod J ,and girders sftaff be a Sleor dQu n of 3d sbWeted-it 3 inchE s on oener pir fsgr=bei'ow:Vm ff ad and Hm m*d NmMg for Panel Affadhment � Glazing prvi�5art a)new pause ar hmtimi�al addr�on—rerp.su-ed ff projeLE�i rtu"fe or dmses-fn shore(gesseraif�►1 sou$1 mf _ Rfe:28 or nodh of Rfe:6) b)tar5cal adcMrin—not regulfed tmlesm ff tare Is mansivi ranM_.dM fa jha'fast$oar c)rephmme'itivitidaws—needs aneW mnservafion mmp&m=i only[cfmp 9.3) . 5-Wood Frame Caristvcflon Manual CWFCM)fbr 110 MPH,Exposure$-may be oblahed$min the:AmaYican Wood Catmoii (AWb)yr _ Zrc�aarn+..} - - ZI It ii If - K `NL - t - u. Ir it t ti a it tl Pa a 1t rt t y t i u it u t tl 1 4!If it 32 Ll 1 t It if r 11 i i t i 74hoc i - .p AREL _ �� � PRl,?�•i �. bat>�cbtka s�rs�pGZq&D�SL c SDD Dale on Nad Page Yerlicsl and HoTko l HaiTmg - Detail ..for Parxi Atlarhn v t �nd}imfuni�j h aik-q _ ��aneI Afisc�tit� - ToWn of Barnstable Regulatory,Services, Richard V.Scan,Director Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 ` www.town.barnstable.mans , Office: 508-862-4038 Fax: 50&790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L , 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 Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWN EERPERMLSSIONPOOIS Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division MAW Paul Roma,Building Commissioner ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: [i{j �,,�•./���/,��'.,� number street village . L101YlL.LV nNER�: name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who.owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- 1. family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall.submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1--Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire-to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,.Section 2.15) This lack of awareness often results in serious.problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page 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. Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc 06/20/16 I Ile Commoramealth of-Massachusetfs Departwent o 1nday-trialAcciderds �` - -- Office-of1mestigadons 600 Waskington Street Boston,MA 02II1 rtYPvi-v mass,g,"1dia 'Workers' Cumpensafian Insurance Affidavit Builders ContractarslEIecEr,rians/Phunhers APPEcantInf trination Please print L,eajfIy Nan a(BusizresslOrganizationlFnrFn� Address 10ae1GcJ0'L5:7t Are you an employer?Check the appropriate bow ' Type of project(required): I.El I am a employer with. 4. ❑I am a general contractor and I employees(full anNorpart-timer* Dave hired.the sub-coatmcfoas ❑ e cons�ction 2. I am a sole propriety argartner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees . '£hese sub-confractors have 8..Q Demolition v fnt Me-in an employees and have wodcm' °�� Y Capacity- 9. ❑Building addition [No iv orlbam' temp.insu=an,ce camp.zomrance-1 Electrical r or additions retlnired] 5. ❑ We are a corporation and its 10 � 3.❑ I am homeowner doing all work ofrscers have e=cised their 1LQ Plumbingrepaiss or additions my [No work=s'comp. right of exemption per MGL 171-1 Roafrgmirs immnance retied-]i c.152,§1(4k and we have no employees.[No workers' 13-❑Other L�,e " comp.insurance required_] L),4f /) ',4RyappEicznt that cheres box F-1 must alga fill ovtthe section below shnningiiie¢wozune campensati peEryinormauoa. ]iama.rwho submit dais sTda«iau3ic2tmg thwytaetiaing sllwo an$thenhizz autsiderrnttacmtsnmst sabmitttnemaffdaeyt mcbeaiu>o sUrh ZCa=actorstsarcheckthis box mastztudud=addifianslsheetsbnccing the nzmeof the su -contzU sand state whether ornotthaseentitieshzve S 'eraphores.'If thesulrc=bactm have emplc7ees,theymnstpmvidetheir worken'-mmp.palky number- I arch are empIoy-or that is pra�z�iing�t�arkers't anrpertsatirrn insurance f yr�}T enrpPay�ees $etoav is:thepvticy�cut3 jets site informa2iom Insurance Company Name: Policy or Self-ins.Lit.4, Rkpirafion Date: Job Site Addm=— citylStawzJ p: Attach a.copy of the workers'compensationpolicy duration page(showing the policy number and espimflon date). Failure to serum coverage as requiredunder Section 25A of MGL c 152 can lead to the imposition of a rninal penalties of a fine up to$UOD.00 anc l'ar one yearm4msonmeuf as w611 as,civil penalties.in the forun of a STOP WORK ORDEKand afine of up to 0-DO a day against the violator. Be ad;+ised that a copy of this statement maybe forwarded to the Office of Inrestigafi=of the DIA,for insurance cm era;e ve€ificafisn_ I duo hereby cer1F;f}�iratder t s pries mfdpena�s of ur}'fJiatflte informcr#ioi�pre d abm�i�bus a�trl correct Date: /� / 7Z Phone 47 � O OB&ial use nF Da Prot arrrta in this area,[a be rrnp�Feted by city artotrm a, rcia+< City or TOWEL: PerffitlLkense 4 Issuing Antharity(drde one): L Board of Health Building Department 3.City]-Town Clerk d.Electrical Inspector 5.Phumbmg Inspector d.Other Contact Person:. Phone#: '' ai d F d -r a �•r .;10-G4 Se t '2-*``r g' �, ocap'^* g •.rozv,'.... c*.+^ +-gam ; At qqte afo Rich d% erector Bnilcii„�ngrDr Sion x ': �'A� �•, `� ,� „° �+�,�Tom Perry 'Bnilding Commissioner , Zoo main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office r508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and.Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building pemait application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections.are performed and accepted. r S' tare of Owner Signature of Applicant NOVA C,W-AMg�ri� Print Name Print Name 11,Zi-7• 1 Date Q:FORMS:OWNERPERMISSIONPOOLS �'" "� �� "" � � ��. ', �awn - ��P�g � �• `� ����� � � � � f�; I k s Depa�ment of Public Safety ,�................ d Standards Massachusett ulations an Board of Building Reg j " 12000 822 CSF A-p62 2 License: Visor g` Construction Supe F am ilY ool) "U DANIE� E E Rp01NT;AVEN p3ll -y MA 02332 lc - P c �.: -. Expirations 0312912p18 4 ' COMM signer �Ptegu �po OUtfice of Consumer Affairs&Busine C HOME IMPROVEMENT CONTRACTOR Registration.._,65 �g DBA EXpiratior_ i GROUP DANIEL WOOD i .L..<... :� f= 153 POWDER POINT ' ' I Undersecretary DUXBURY,MA 02332 M� Construction Supervisor 1 &2 Family Restricted to: r Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIPS Licensing information visit: WWW.MASS.GOV/DPS rr. 'cease Or r it before the e8 b'is dog v o p rk-fCons, roil date Valid f u adividua!use Boston -S te�0 s and return to; only ss Regn/ahon j Q /J is i� Not valid Without itbo utsignature xy� Pj ` WL >� TOWN OF BARNSTAB&BUILDING PERMIT APPLICATION pv l _ r Map U Parcel V Application # Z 1 Health Division G Date Issued Conservation Division ArA4^J ® 0 Application Fee Co �. Planning Dept. Permit Fee is C Date Definitive Plan Approved by Planning Board Z Historic - OKH _ Preservation/Hyannis p X., �if/�GI�ZCGI Project Street Address 7y9 1"X,1 ! 5/, Village Owner e_11417Y-26,A,-Xt_*1/1 Address .S')97Y)4E�" Telephone Permit Request �/j'l epic%-��js /�'��-p�p. ,�%��✓c /� /1����-� /y�-' ' ,�/��.:����: Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation i'c�i uG� 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 Historic House: ❑Yes ❑ No 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 ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: 0 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use ,�//� C� U1�G� Proposed Use �ti�yCC� t'tc� APPLICANT INFORMATION- (BUILDER OR HOMEOWNER) Name l�LLdd-d Telephone Number 9/3 3,4 ,0 Address ��� AV1�-IlL7e- 111-`11LI i 2 License# G50-�-4 Home Improvement Contractor# �Sa 7-7 Email t �c /� ` CoYnLg S/,/Z cf Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G �� cL SIGNATUR 1 DATE IZ r i FOR OFFICIAL USE-ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. T7ae ComruroHivealth of-Uassachusetts Departtrretm of In iF aiatAcciderats• ; - - Offw-e of1mwsti*gatio7U ' . - �00 Ff�ashiugton Street =_ y Bastora,M4 02111 }i�Fvrr?rt�ass.govMiri Workers' CampensationInsura;aceAffidavit:BuildersiContracturs/Electricians/Plumbers Applicant Infarmatian Please Print Legibly Mamie(smin ss rganizatiauflu }: �i}11J GU®4-6 i Address City/statelzip= Uh /� �3�` Phone " " 5 1--3 24,� Are you an employer?Check the appropriate bow ' T . of ra ect r 4. "I am a corral contractor and I Y>� F ] ( �1��'= I_❑ I am a employer with ❑ 6- ❑New oms motion employees(fish and/or part time)* have lured the sub-contractors ; listed on the attached sheet:- y- ❑Remodeling 2. I am a sole proprietor or partner slop and have no employees Ei�est;sub-contactors have $_.❑Demolifion -woddng fmme,in arty �3`.c i employees andh-a-e workers' 9. ❑Building addition [No tcorTcers comp.insurance -comp-mcnrarrce—1 required] 5. ❑ We.are a corporation and its 10'-0 Electrical repairs or additions 3.❑ I am homeowner doing all work: officers have exercised their il_❑Plumbing repairs or additions myself,[boo workers'camp- right of exemption per MGL -12-❑Ioofrepairs insurance required-]o c.1.52, §1(4�and we have no employees_[No workers' 13_❑''Other - camp.insurance required_] Al2 M—e)a-r 60 &iOazC •Asy app&zmtftt rhedcsbos#1 most also ffiout*e section below showing their rmdee campensatioapolicyinformauan. 1 Homeowners who submit this af5dat ii indicating.dLv_y are doing all wcait sad then hire outsides contractars roast submit anew affidavit indicating sae-Ti fcantmctors Chit rhea ibis boot must attached tat additini, street showing the nme of the sub-contractors and state whether or not those entities hk a employees.Ifthesub-coatmctm hive employL--%theymnrstpmuide their workers'romp.policy ntrn ber_ �arrt an ernpInl�crr flrrrt is praszrtircg�uorl€ets�cotrrperesatirsrt irisurarrce fvr are}�¢mpToy�es Be£o�v as ilte pnticy�ar�td jots srt�c ircfor►aah4rL _ - • Insurance Company Name- PO licy 5F or Self--ins.Lic. Rkpiratioa Date: Job Site Address: City/State 2/ p: Attach a copy of the workers'compensation policy declaration page(showing the policy number and respiration date). Failure to secure coverage as requireduuder Section 25A of MGL c 1572 can lead to Ed imposition of criminal penalties of a fine up to$1,540:aa an1tor one-year imprisonment,as well as civil penatties.in flee forn of a S'Pf3P STORK ORDERand a frne of up to$250-00 a day against the violator. Be adidsed that a copy of this statement may be forwarded to the Office of Isavestigati,ons of the DIA for insurance coverage mrification- I Za heraby cLrt f-y tiafdttY th e pauts,andpenaWes ofped7ury thatthe iirfornra#iois proii&d abmv is true and carrect Date- a �� / � Phone#: �� O faciat use arl£y. Do tot write to t£iis area,to be competed by city artolm 4affl iat�, City or Town: Is PernaitUcense� Issuing Authority 1.Board of Healt€>. 2.Building Department 3.CitylTdwa Clerk, d.Electrical Inspector 5.Plumbing Inspector 6.Other , Con-tact Person: Phone#: -- ----- ---- - - 6 fd rmati.an and Instructions ,. Massachusetts General Laws chapter F152 requires all employers to provide workers'compensation for their cmPloyees- PUrSIM3f7tD this sfatm-e,an employee is defined as_"_.every person in the service of another under arty cm�a of hire, express or implied,oral or writtum" An employer is defined as'"an indiyidnaI,partnership,association,corporation,or other legal eufity, or any two or mare of the foregoing engaged in a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of am individual,partoersbip,association or other Iegal 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 pcmans to do mice,construction or repair Work on such dweIlmg house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter I52,§25C(6)also sides that"every state or local licensing agency shall withhold the issuance or renewal of a Been a or permit to operate a business or to construct bindings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with,the hnm ance.coveragere_ u er-" Additionally,MGL chapter 152,§25do states"bleithm the comet onweahh.nor a'ny of ifs political subdivisions shall enter into any contract for the performance ofpublio work until acceptable evidence of compliance with the ins rrance-_ requirements of this chapter have been presented to the contracting auih ozitYf Applicants I Please fill Diet the workers'compensation affidavit completely,by checking fl e boxes that apply to your situation and,if necessary;supply so-b-conttactor(s)name(s), addresses)andphone numbers) aIongwiththeit certificste(s)of „nuance. Limited Liability Companies(LLC)or Limited Liabf7ity-Partnerships(LLP)with no employees other than the members or partners,are not rid to carry woricers'compensation insurance_ If an LLC or LLP does have employees,apolicy is regaued. Be advised that this a$davit may be subm_�d to the Department of Industrial Accidents for confirmation of in�ce coverage. Also be sure to sign and date-the affidavit The affidavit should be rationed to i`he,city or town that the application for the pem3it or license is being requested,not the Department of r ,ctrial Accidents. Should you have any questions regadmg the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insraed companies should eaterffieit s elf-m mnn ce license number on the appropriate line. City or Town Offincials , t . Please be sine that the affidavit is complete and printed legiibIy. T ht--Department has provided a space at the bottom of the affidavit for you to frill om in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permb`Iicense nuinber which will be used as a reference number. In addition,an applicant that must submit multiple pennit(license applications in any given year,need only submit one affidavit indicating c=ent policy infb=ation.(if necessary)and under"Job She Ad-Tess"tLe applicant should write"all Iocaticns in (�Y 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 fUt=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 regizir ed to complete this affidavit The Of of Iuvesb.g i s would at to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departments address,telephone and fax number Thu f�GMMM nth of Ifasmcl m�� , De-pailm mt c&IiEustdal Accidents fftce of fjives#Katio--A GQ-4 wasingtGn Boston,MA G2111 T(,1 4 617- -49W Qxt 4-06 qr 1-977 MA SSAFF, Fax 9 617`27 7M Revised 4-24-07 v W .etas g f a r, ti, ASSESSORS REF.: ZONE: RD-1 Map 185 FLOOD ZONE: Area min. 87,120 sFRPOD Parcels 012-001 and 012-002 Area e (min) 20' ( ) Zone A13(EL11), B, & C Width (min) 125' Community Panel No. OVERLAY DISTRICT. Setbacks: #250001 0016D AP — Aquifer Protection District Front 30' July 2, 1992Side, 10' Rear 10' 4� S13'S5'S0"E I 210t' to MHW l 1I 0.86 12.5' I O �- \ ' I o /494 O� FEMA Zone Lines 1�as shown on FIRM Panel 250001 0016 D. c v 1 rev. July 2, 1992- 00 W O w � NJ a Q (a 1 CD .. / I a `7,- NlBayll #749 Lan , , I ! 2 Sty W/F Dwelling o i 1 a I -[ c O _01 O = O / i 0Q o 0 U I \ c o) i 0) \ 1 Q)^ ' --- Lot 35 N Lot-316--- O 1 / W3 J. // \ O Wrey.laM LmC cc n1 Slate Patio w/Pool&Spa(oprox) V 'y O o Wood Deck ! \ 2 Sty W/F Boathouse '—'————————— Wood Deck oo ;er S07'12'00"E 181.t' to MHW b 0O 11 ( Y plan) (b — ---- — i c-e rt'rfy that--t h-e—f-ou n d a t-i-on-- u Q RICHARD R. ,� shown hereon conforms toUUjQ L'HEUREUX the setback requirements of N0. 34312 °c the Zoning Bylaws of the .-, Certified Foundation Plan. town of Barnstable. At 749 South Main Street�'oaTEA� . BARNSTABLE. rofessioal Land Surveyor Date (Centerville) n NOTES: MASS, DATE: 271OCT12010 SCALE: 1"--50' 1.) The structures shown were located on the ground 0 25 50 75 100FEEF by conventional survey methods on (or between) 17/JAN/08 and 26/OCT/10. PREPARED FOR: Ramsay E. and Merrilee Crain 2.) The property line information shown hereon was 749 South Main Street compiled from available record information. Centerville, MA 3.) This plan is not for recording and is not to be PREPARED BY: Ca' 'OeSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #. C247-5gl' CPP1 FIELD BY. RRL/MLL (508) 420-3994 / 420-3995fox EVE� Town of Barnstable Regulatory ServicesBkMsT" _ I'E' ` Richard V.Scali,Director i°rEn,, ► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 , www.town.barnstable.ma.us Office: 508-862-403 8 , Fax: 508-790-6230 Property Owner Must • r Complete and Sign This Section ` If u sing A:Bifflder I M' f Mt* C,+,0mS as,Owner of the subject property - hereby authorize- _ 1 ���/� to act on my behalf, ' in all matters relative to work authorized by this building permit application for: y (Address of Job) Q � '*Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. SA ,Owner Signature of Applicant Print Name Print Name %7 ZI7 � ' y Date Q:FORMS:OWNERPERNOSIONPOOLS Town of Barnstable Regulatory Services . _. oFIKE � Richard V.Scali,Director °ap Building Division STABTom Perry,Building Commissioner F MAM $ 039• IL 200 Main Street, Hyannis,MA 02601 4 plED www.town.barnstable.ma.us, Office: 508-862-4038 ;,- Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION .Please Print DATE: JOB LOCATION: ' number: street village "HOMEOWNER": ' name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to.include owner-occupied dwelling 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 su ep rvisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine 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 thaf he/she will comply with said procedures and requirements. Signature of Homeowner ' Approval of Building Official .. Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for-which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This.lack of awareness often 11 results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as.it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as 6part of the permit application,that the homeowner certify that.he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification.for use in your community. g, Q:\WPFII.ES\FORMS\building permit forms\EXPRESS.doc Revised 040215 i' r `►ic Safety 5 pepattment of pub Standards Massachusett ulations guildin9 Reg Board of -062a22 ` Licen$e• CSFA r� g,2 ction Superviso a . Constru Family �;. IEL C W RooD T AVENU_Y DpN pOIN y_ DUXB RD Mp 02332I' j Expiration: 0312812018 1 Com 15sioner Cjvulation pace of Consume EMENT coNTRACTOR HOME IMPROV* Type' Registration 4- 195, r Expiration_ 8 DBA GROUP l a D DANIEL WOO = I .-.• 153 POWDER POINT Undersecretary } DUXBURY,MA 02332 4 i i Construction Supervisor 1 &2 Family Restricted to: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. s DIPS Licensing information visit: WWW.MASS.GOV/DPS ' License tbr registratio 1pce o f e nPiration n Valid for indivi Bo.Park p aza Umer a rs rf found re d na!use onl DOS MA 0211 site 5170 and Business Reg:lati Y Not slid witbo:tsignature PROJECT I NAME: ADDRESS: PERNIIT# � t PERMIT DATE: M/P: 1s11� 1 a> LARGE ROLLED PLANS ARE IN: BOX SLOT h Data entered in MAPS program on:.. BY: � q/wpfiles/forms/archive ` �I PROJECT , NAME: CL`� a C ���C� &OL vc C� ADDRESS: �� J d u 7 celylle-y NJ 100 r t R PERNIIT# PERNUT DATE: M/P: LARGE ROLLED PLANS ARE IN: f BOX SLOT h Data entered in MAPS programon:. BY: q/wpfiles/forms/archive' - PROJECT 11 NAME: cL N S �1�f7'Gv i i�t 1 C) C o\�p 6 ADDRESS: PERNIIT# PERNIIT DATE: - M/P• ;5 � LARGE ROLLED PLANS.ARE IN: P. r BOX C �� SLOT " I� Data entered in:MAPS program on: q/wpfiles/forms/archive l " , r• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /&' Parcel d 12- ®00 l Application #rJ6 I P 6 6d -Health Division Date Issued ( Z d Conservation Division Application Feed Planning Dept. Permit Fee' Date Definitive Plan Approved by Planning BoardA Historic - KH _ Preservation/Hyannis w Project Street Address 7 ICY r S�:,),-U /Ll�►•� 5`rz.,<� Village Owner Address 3 y 7&4 Telephone En e- vz Lu- 6% / Permit Request Z:>�,,.gc «/"z✓� (,�4�2.a F Square feet: 1 st floor: existing 3y4b proposed . Q 2nd floor: existing 3cQ proposed --t Total new Zoning District ,vA-jrR Flood Plain Groundwater Overlay Project Valuation `3-c>p Construction Type Lot Size A 9G2 'S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )Y, Two Family ❑ Multi-Family (# units) j Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: $4,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) -44- Basement Unfinished Area (sq.ft) .ryOo Number of Baths: Full: existing_ new / Half: existing new --42a—. Number of Bedrooms: a existing /new Total Room Count (not including baths): existing /'- new / First Floor Room Count 9 Heat Type and Fuel: ( Gas ❑ Oil ❑ Electric ❑Other Central Air: idYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Y s ❑ No Z-y�y3 _., o Detached garage: ❑existing Adnew size_Pool: isting ❑ new size _ Barn: ® ;xisting EJ 9size_ Attached garage: ❑ existing ❑ new size —Shed: existing ❑ ;new size _ Other: Q co Zoning Board of Appeals Authorization ❑ _Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# C Current Use 65 >s-G. Proposed Use �JS�o$-,► R+ - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ /�,rc .z s -- .afz .� �,_- = Telephone Number ��Og- y Z g- 6 10 Address /� o �3ox 3,,6 License # � y--Zrc a,,C L el, 0 z4.4 Home Improvement Contractor# 6 68 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# 3 DATE ISSU ED MAP/PARCEL NO. ADDRESS VILLAGE -OWNER ' DATE OF INSPECTION: r FOUNDATION ,Salvos o kr YOB�J 1 D � t 3, FRAME �`�1`ht J INSULATION C6D qlli)lt FIREPLACE ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 4Z 64�1 9 d1J DATE CLOSED OUT ASSOCIATION PLAN NO. ASSESSORS REF: ZONE: RD-1 FLOOD ZONE: Map 185 Area (min.) 87,120 SF (RPOD) Parcels 012-001 and 012-002 Zone A13(EL11), B, & C Fidth e (min) 20' Community Ponel No. OVERLAY DISTRICT. Width (min) 125' Setbocks: #250001 0016D Front 30' July 2, 1992 AP — Aquifer Protection District Side 10' Rear 10' S1355y 210t' to MHW I � 0.86' 72.5, I I I I 49.4' \ FEMA Zone Lines l as shown on FIRM Panel m 1 /—# 250001 0016 D o N� 1 rev. July Z 1992 JN o OSm Cep .0 0 LUG 1 w N Q I ' Bay, � I #749 Lan 2 Sty W/F 1 Dwelling o I 1 p 3 Ir O I o, o w, Q) I ° Q J N I � I •` O c p U Ucc � l Q) — ---- — Lot 35 CN / unrcame a eoe A . / ) OC Slate Patio J 6 w/Pool&Spa(aprox) O f ^ \ Wood Deck ol v J � 2 Sty W/F IBoathouse ——"—————————— --- Wood DeckWoodier, IV S07'12'00"E 181t to MHW (by plan) 1%OF 64j�I o +� I certify that the foundation uQ. o ICHARO R. shown hereon conforms to Q u R • L'HEUREU)I. the setback requirements of p NO. 3431z the Zoning Bylaws of the Certified Foundation Plan town of Barnstable. At 749 South Main Street BARNSTABLE, ro rofessio nal Land Surveyor Date (Centerville) nl®TES: MA'SS, - -- - DATE: 271OCT12010 SCALE: 1"--50' 1 .) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on (or between) 17/JAN/08 and 26/OCT/10. PREPARED FOR: Ramsay E. and Merrilee Crain 2.) The property line information shown hereon was 749 South Main Street compiled from available record information. Centerville, MA 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C247-5gl CPP1 FIELD BY:RRL/MLL (508) 420-3994 / 420-3995fox t _ The Commonwealth of Massachusetts Department of Industrial Accidents n McevlluestVadvas 600 Washington Street' Boston,Mass. 02111 u Workers Compensation Insurance Affidavit " n a ra t h try p mall work myself. I am a homeowner erformin� caoaci 1 am a sole proprietor and have no one working in an-- t7'� :g I am an employer providing workers' eompensacion for my employees working on this job. ..Roc. ERS &' MARNEY INC nv . ad re P.O. BOX 310 nhnne OSTERVILLE, mA 0.2655 a (508) 428-6106 cty. i t o oeneral con tractor r homeowner(circle one)and-have hired the contactors listed below who have � 1 am a sole propne o the following workers compensation po ices: SEE ATTACHED SHEETS n Ji li v s _ rt r r h n ' n r n _""T— _- �.^'' - '-._ - to S1S00.00 and/or 2 ..r-w.�,—.:.�.7s�.�`!.r... '•"r''.':"'.�':'. -.,,,ter"'.`.' batrich sdditiontf�hect if nereasaD'_ - nin Failure to secure coverage sNc'q;s a under il penalst es in the form of a STOP WORK ORDER af NIGL 152 can lead to the nd a fineeor 5100 0 a dart agas of'nst upfine 1 understand that a: one pears'imprisonment as e-v irteacion. cap•of this statement ma. be forwardeQ to the Office of Investigations of the Dl.a for co'era,. er !di)hereby cenifi un�e he p iris n penalties ojperjun'that the rnfo/nc=rion pros'i�e�above is tr1�and�co �c� ROGERS & N - Sio�''' = (508) 428-6106 Pri-t na.'n; -rite in this area to be completed b� eit+ or town oRcial of 631 use only. do^ot flBuitdin;Department ` per nit'licertie oLicensin;Board i cin or to-n: c3seleetmen's Omc: t wired (_'1Heatch Dcplrtmcnt C chcct.if immediat: response is required rOtf+crr�— t phone canna person: F The following sub contractors are planned to perform work at 749 S Main Street for Rogers & Marney, Inc.: Northside Land Const. LLC. — Site Contractor(WC# 2001 W6188) Expires 7/13/11 Bouse House - (WC# 8436360) Expires.5/18/11 Bay Colony Concrete Forms, Inc. —Foundation(WC#WC0602466) Expires 3/31/11 David Cox, Inc. —Roofing & Siding (WC#UB-910X7422-10) Expires 7/16/11 Lafluer' Electric Co. (WC 7924574) Expires'7/9/11 Spencer Hallet Plumbing, Inc. (WC# 15494F) Expires 2/22/11 South Shore Heating &Cooling; Inc. (WC# 500614701) Expires 1/10/11 Colony Insulation, Inc. (WC#) Expires 1/26/11 F K Blueboard Specialist (WC#UB-0194N848-10) Expires 3/3/1I Pat Kellerher Installations—Garage Doors (WC#C46251362) Expires 4/7/11 Horner Millwork Corp. — Stairs (WC# 000853-10) Expires 1/1/11 Harmon Painting, Inc. (WC#J6189M) Expires 1/4/11 08/13,12010 10:12 5083932273 I �NORTHWOOD INSURANCE PAGE 02 (MIAfDOMlYY) CERTIFICATE CIF LIABILITY INSURANCE bPID•'TO p6 13 to THIS CERTIFICATE 15 ISSUED AS A MATTER OF FORMATI AMEND. TEND OR ALTER THE COVERAGES AFFORDED BY THELPOLICIE9� [CERTIFICATE DOES NOT AFflRMATNELY OR NEGATIVELY BELOW. TN13 CERTIFICATE OF INSURANCE DOES NOT CONSTrrUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AVTHORQED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, sn se SUb o e po c er c san endorsement• A statement on this cwtlficate deer not confer Oghts to the the tams and condMlons Of the policy,certain po"s may require comMate holder In Neu of such endorSement(s). NAME: ' PR UCER (A/C,II .. • .N0.Ext): Northwood Ins. Aqency, Inc. suite 9 ADDRESS: - 540 Main Street, cusTON�ERIos ROc31:R-1 Hyannis HA 02601 mvt6 INswtERcs►+�o►��covERAGE Phone:SOB-771-1632 Fax:5o8-393-2955 24414 MSVRER A': %*nasal oa►rslkltx znsurvua 00' - INSURED ' Rogers h marney,, Inc. eN9URER 6 alssriean Internstional arum Q. . box 310 INSURER C; Osterville MA 02655 ' INSURERD: INSURER E: .. pNSURER F REVISION NUMBER: COVERAGES CERTIFICATE NUMBER: Fq� ICY + THIS I 0 THAT POLICI OF INS LISTED lOW HAVE B N IS$UEO 0 TFE I D NpMEpWABO RESPECT TO WHICH THIS , INDICATED. NOTWITHSTANDINO ANY iEOUIREMENT'.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT .. CERTIFICATE MAY BE ISKW OR MAY PERTAN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT 7 p ALL THE TERMS. EXCLUSIONS PAD CONOITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (IOdIOD/YYYY) Leg LTR rim OF*4URANCE eaeR POLICY NUMBER (�DIYYYYI EACH OCCURRENCE t 1,000,000 GENIUM LIAKCFY MME f 100,000 CCI 0395621 ,.• 03/20/10 03/20/11 pREMISESLSES(EaaaaTetice) A X CORCIAL OENOZAL LIABILITY NED EXP(Any else Peres+) 15,000 CLAIMS rX OCCUR PG OCCUR b ADV INJURY i 1,000,000 e . ,EpALAGGF£GATE t 2,000,GOO pR00tICT8•COW/ AGG S2,000,O00 Gm AGGREGATE LIMIT APPLIES PER S POLICYC LOC COHBINED SINGUE LRA1T s:l,000,000 AUrOMOBLE L"LTIY _ _ (Ea ecclderRy cRA 0395621 03/26/10 03/20/11 gppILYIWURYjPerpOrsoel $ A ANY AUTO r BODILY INJURY(Per ecadve) S ALL 0%%ED AUTOS PROPERTY DAMAGE S X SCHEDULED AUTOS (Per.acciawt) _ }( HIRED aJrOS _ X NDN.pv�ALTOS S UMBRELLA I" X R CCCT 0395621 03/20/10 03/20/11 EACHGCCLIRRENCE $10;000,000 OCCUR AGGREGATE $ Excess I" CLAIMS-MADE : DEDUCTIBLE S X RETENrioN S 10,000 01 01/10 01/01/11 WC TCKtYLIMt75 _ ER B AND E PLOYE"'LIABLM YIN E.L.EACH ACCOENT S SOO,000 ANY PROPRIETORIPARTNEREXECUTIVE ❑ 1 A *'OFFicumEm9EREXCLUDED7 'E L.DISEASE•'EA EMPLOYEE $SOO,OOO (Mvndstory In NH) . r. IfYeadesaft law E.L.DISEA.`£-POLI(;Y.IIMR $SOO 000 pESCRIPTION OF 0ESCRP710N OF OPERATIONS!LOCATIONS I VENICLEB (Attach ACORD 101•'AddMoroe Rem.rMe 80nsaula,M more sasos N rsquksdl , , CERTIFICATE HOLDER t CANCELLATION v r SMOVLO ANY OF TIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE • BARN3T1 TMe EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED IN, ACCORDANCE WrrH THE POLICY PROVISIONS. Town of Barnstable AUTHORRIMD ROPItESEWATIVE 367 Main Street � Hyannis MA 02601 01aCY•2ooa A.CoRD CORPORATION. AN rlat ee reaarvd LCo,[b 26(2oaaewl Th•^co,eo n•nt�e..e,eve.r.r•ass,.r•e m..w•of A¢osi o V , It Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Reqistration: 164688 Type: Private Corporation Expiration: 10/30/2011 Tr# 290070 ROGERS AND MARNEY, INC. GARY SOUZA _ ---=-- - -- - P.O. BOX 310 —___".— -------- -- -- OSTERVILLE, MA 02655 — - -------------------- Update Address and return card.Mark reason for change. i Address i Renewal s; Employment Lost Card DPS-CA1 0 50M-04/04-G101216 - - - - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 164688 Office of Consumer Affairs and Business Regulation Expiration: 10/30/2011 Tr# 290070 10 Park Plaza-Suite 5170 Boston,MA 02116 Type: Private Corporation ROGERS AND MARNEY, INC. GARY SOUZA 445 WEST BARNSTABLE RD. OSTERVILLE,MA 02655 Undersecretary Not v id it out signature f tit3ssachu set ts- Department '►f Public Safct% Board of Building Reulations and Standar. Construction Supervisor License d.: License: cs 102999 Restricted to: .00 GARY SOUTA P.O. BOX 211lit COTUIT, MA 02635 nnnis.inu Expiration: &1&2012 Tr#: 102999 Aug 06 10 09:38a Merrilee Crain81yUUbU/ p.1 Town of Barnstable Regulatory Services . Thonu F.Ccider"Director, Building Division Thomas ferry:COO ' BulWtogCanmissloaer - • _ 200 Main Suer(, Hyannis.M. A 02601 r. srww.tokn.barsshbic tn"s OBcc: m-862-jm Fax: 509-790-6230 Property Owner Must Complete and Sign This Section ` If Using A Bader 1 �l L L 1t Q�� •as Owncr of the svbject propert hcrclav au(hotize i?oo",5, r ti/.ete-j s_y to act on m•;bciidlf• in all tmttcrs relative so work authorized by this Building lxrmn applicau(m for. r - (Address of job) tii�hutii, of Cwner - � � Ihvc Punt Name If Propem Owntr is applying for permit•please eompktt the Homcowr em lietnsc Esctaptioe Forty on the rrvtrse tide. {'.'l�rn'J.vNik•nppj)a -l.uar'Azmav n•1\'�nJn..:rcm��rx'•In�em.t Filn't'•n{rnt(�C�u1'.IN WKIAAT.I..l'PRF.J1.Mc - Rn'iscd 072110 Town of Barnstabledat •Permit �' l Regulatory ServicesFee—Maw rer Thomas F.Geilerp Director r -PS PEA Building Division IT Tom Perry,CBO, Banding Commissioner 200 Mat street,Hyaaais,IviA 02601 APR. 8 2014 www.town barnstable.ma-us Office: 508-962-4038 fax: 508-790-6230 loco VVItMrf CA - F BARNSTABLE MWpMMI Nu xdw I Q O 06 Not Padd wWWW Red x-Pxw lnrW PMP"Address 7 r'9 5; '7' 1 jr Ea�esidantial Value of Work coo Minimum fee of$35.00 for work under S6000.00 Owes Name&Address IVAXYZ�sl� 7�i'� � ��d2�,I) �'��/��/.�,ram • . Coatrectoc°s Name c [ TeIephone Nmber "5 757 L Home Improvement Contractor Licaase#(if applicable) ,(a� Cm"adon St ces License#(f applicable) 12143132 �workmeon'S Compensation Ioauraace Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have worWS ComPen Md=Insu=ca Insurance Company Name warlmm's Comp.Policy# Copy of Lunraoce Compliance Co to mint accompany each permit. Petmit (deck box) , Rrroof(buns acne nailed)(stlipph*old sbin&) All constraedan debris will be taken ta���.�''�i�1��,i�/. ❑R&mf(hurricane as 14(not stripping. Going over W sting 1*mm of root) E3 Iao-aide #of doors ® Replacement Wiadowa/daare/siiders.U-Value (maximum 35)#Of win" ® SmOWCarbon Moneadde detectors 4 Door plans marked with red S and inspections required. t $epsrste Eiectx'tatl&Fire Permits required. with osh�nova daaent+vg+leiioae,i.a Fi„soeio,Ccaswssian.�c *Whese:ogtth+ed: low=stg&penn t alas act�vt o com : . .. ***Note. property owner must sip Property Owner Letter of Permission. A copy of the Home Lop cut rs License di Construction Supervisors License is, re uired. 1 SIGNATURE.- i ^ Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,Can Building Commissioner - 200 Main Strad,'Hyannis,NIA 0260I .. • www.town barnstabie.ma.as ' Office: 508-9624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , z as Owner of the subject'propeM hereby authorize .��/1�?' to act on my behs4'. m all marten relative to work authorized by this bt"1�permit application for. (Address ofjob) Sigssature of,Oaraer to Print Name if Property Owner is applying for permit=please.complete the Homeowners Lice►ise Exemption Form oa,the reverse side. t t rA r r CcrYrs-sotswealtn cf 2csslcr:.k�e!rr Deparfrrsent of ,"d».st,�i�l�eetde, tr Office of 1nvess,gati0n,s 600 Ras.fZin;tars Street 20ston;Y-4 021If Workers' Cam wHjfv'mass,gc))1dia p,nsatiac insurance Afrrdavit: Builders/Contractors/k;Iectricians/Plunbers AD Iicant information Please Print Legibly Nlama (Business/GrganizatiorLIndividual): City/State/Zip: /_ ___�j ,p, �/) � � phone#: 71AYou employer? Check the appropriate box; employer wifib 4. [] I am a gendrul contractor and rType of project(required):yees(full and/or part-time),t have hired the sub-contractors- 6• ❑ New construction . I am a sole praprittor or partner- listed on the attached sheet r 1. ❑RemodeIing ship and have no employees These sub-contractors have S. [) Dsrnoiition working for me in any capacity. workers' comp,insurance [No workers' comp• insurance S. Q We are a corporation wad its g' ❑Building addition 3.❑ required.] etficers have exercised their 10-❑Electrical repairs or additions I ys a homeowner doing all work right of exemption per MGL. i 1.Q Plumbing repairs or additions myself. No workers'_comp, c. 152,§I(4),'aad we have no iasursuce required.]t employees.[No w06=1 121�Z of repairs comp, insurance required.] 13.0 ier °Any applicant that checis box#1 Must also fill out = —"th rsotio homdowners who submit this affidavit iadicafing they art doing 6 work and t�ren�o�e�'�mpen,atran policy in�atmedon �onitsetors that ebcci fhis box must attachad an additional sh--t showing the namchoftheJsub ontrsoto�andjfh rubrmit arscco�davit indicadng such. 1 am an employer that ai roNrdrrt¢ P policy information, P , workers'compensation insurance for my etrwlayews kaformadlort. . Below s lheFolicy andlab sire lasurance,Com.paay Name:`_ Policy#or Self=ins.Lic. 'Expiration Date: Job Site Address:_�!�9 , � �^��� /��—�—'' City/Star/Zip Attach a copy of the workers' comE)ensstior policy declaration page(showitig the policy rutnber and expiration date). ired under Section 2SA of c. 152 can lead to the imposition of crimir:el penalties of a Failure to secure coverage as tegti fine up to $1,500.00 and/or one-year knprisoament,as well as civd penalties in the form or'a STOP WORK ORDER and a gin, of up to$250.00 a day against the violator. Be.advised that a copy of this statement znay be forwarded to the Grace of Investigations of the DIA for insurance coverage verification. Jr do ihrebytfy rri e the pains and penates ofper)try that fhe trformation proNded above is true crd correct t eure: Date; one Ol)`Fclal use only, Do not write in this area, to be Completed by city or town off'1ci`1 City or.Towve2; Permit/License# Issuing Authority(circle oae): � 1.Board of Health 2, Building-Departrueat 3, City/Town Clerk. 4,Electrical rLspector 5, Plutnbin;Isspectcrr Contact Person: Phone#: �± • fi i DA►NAD-7 OP IQ'.KG CER`I'IFlCAI CF LIABILITY INSURANCEI o�naaasa TWi gRTIPMATI li W1W A►i A MAIM OF ISFOUA71OR ONLY AND COWZRa NO RtSWM UPON TIM CER77fICATa 14MMM,YMIStv" I 1t Is 001a NOT APPIRMA'1l1fRt,Y OR 0i MAVIVILY AMINO, aXVIMO OR ALTER TMIi COVllUi4W AFSORDW SY Me 0ouc is aftow, CWMMC P"AW up IMWRAMM AND TMa QCWM NOT NOLOirit. A A CONTRACT !1!t'TWUN TW 1881006 INSUMIRS& ALM0011fgEA {}� o a Mt ADgi O M V,the pol"lss;etas!be endorwd It SUGM00ATGOMI!8 WAIVLOD,"Joel to ate tam*aMW eartdowi s of im posy,M"an polhAw may require an sndonea•s%L A stahmnN on tMs osrli loots aloes P44 eonbr rights to ttw • 0 PftnK GM7711-11111132 r _ RA�TIIIfYMoIM'i TI'IiYPAf0Q8 C!M,�l+� NaMlln f 21—ft bw cc ..... s� �1elabUNL AAA !Em cow. 1 s; 011.O"NAVE M SMIS TO FVUR150 PMM9PT E MAY PEMOD tirD TE A'M pW0 A14Y RMIR MEW,r9AK Aia C=DITCN Of ANY CONTRACT OR OTHER DOVASIT Wn+a at"PtiCT TO AHIC l TNW" � t1E a15 giRl FRAY P RTMO,THE jN$UR,XCf AFFORDED BY THE FICUME$DISCR18W HERE" 18 SUSACT t0 ALL 74E TERNS, R14DLU1KM AND tlORDOTitiPK OF t3JaN roLbCtea.LfOdITS t;+iO"WAY HAVE SUN RiDUCO 1MY P"01ANA6. A CorrtAf0��1.OtNMp�ap,�Tr Y01d8iMl'8ti aWI41ttlt3 taM41E0144 C�MAl1*W% U w f ►tED trP cne Bork j FC �NfON i � _ � p!3► ON 6 AG',e INi.r:I�4__ _.__ 1,000, i ; ! t;ihERAI AA6Ra0AIyj S '_' �►�i Aee A' JIiS M t POP: ",00Wj.2g!1-;QV AW4 t f1 ` s 1o11MS1101M1s61RfeJT' 139avir�a �E4rl1=13�iaMiltto94 eea.r•a.uay n+f o«.a" ��� !� t � � + rt7d.riN„tJR►'t�h+aeo9Mv S X ` s _ X M Ri0 Kt►&E x p C � i ! { M LOtA Vi:G,iW Ew 0"- 1t 4:ter S_ AttAiaaiYla AeA9 AA4RSiiAY � SWr„ k t 1Jn� M!A, ISKWM=74221 a i VMWP>!lat3�07MIMCIe!„g;: ever AC�•fMT 9 � 1 1 1r.�r1rW1r Mr. iii.6 Ci•in9G•R+E 1%ft*Wi K 1 Y �.L.Ulft1G' N /L0 rlfaiea{i•j#RMM � .AWlitltledlPnruulvOaA�dul�,HeMMRAaAksrogWp� TtlWllfAlO♦ � ►Or 1MS AM"DRISCOMM M06W aLM ota Ur WON !!O tilllPtRA110N 0tA1a lSAtSOP, IIOTIa! a0o1<i asoftwom w Tow l of Ilan mb18 IlOtlt$1wA0loa 71tYl0®L1f31► . Woods,KU cow AurrwoRl�Rlleluriorn�nas AGFJPW MMIRMATION, Ail rig rsaswed, ACORIDliC 1 the;A=RP name and loge en rsigletar•dalerlasmlAGt;►RD I c /rer o,�a,uo�u� �ll/a'o�'�ivac/,.�ell1 License or registration valid for individul use only Office of Consumer Affairs&Business Regulation AMME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: VD 100497 Type; Office of Consumer Affairs and Business Regulation NWIStrild0n.- Iion; 3f 100.4 B Private Type:Corporator 10 Park Plaza-Suite 5170 Boston,MA 02116 DAVID COX,INC. David Cox 19 LAVENDER LN W,YARMOUTH,AAA 02673 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS4X=7 DAVID R COX , PO BOX 401 = ;` South Yarmouth KA . ti+k xoirastion 10115=15 Commissioner TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_. G 4 J 001 Applicationdo 6O Health Division Date Issued Conservation Division Application JL3_!i Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation / Hyannis Project Street Address Village G�N T4ir-V &/- Owner tir!Z .A-i/z5 c n a Address 5.0-A-+IF- Telephone 2-9- G<c-4 Permit Request 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 Historic House: ❑Yes ❑ No 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 ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ 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 ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR-HOMEOWNER)_,_., ._ _ Name /� f.•zs r- LZ �'�-�^^=BLS Tele hone Number 5-y/�oG p � 4 Address f o x License# /v Q PS9 Home Improvement Contractor# Worker's Compensation # qk�- 0oly 5-1 l?`1Y3 L CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO +►2-. �/�h,,S/'L/Ifi2 ��'AT/O'er) SIGNATU E DATE -27 t-Z> FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED s MAP/PARCEL NO. ADDRESS VILLAGE OWNER i } DATE OF INSPECTION: 1 r ,FOUNDATION: oltS/ D s FRAME S ' INSULATION: Sc- -t 15hl ' FIREPLACE � c ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL r' —GAS: ROUGH :M-.�' ' - - FINAL ` .',FINAL BU'IL='DING•:: DATE CLOSED OUT SSOC A IATION PLAN NO. � f Aug 06 10 09:39a Merrilee Crain t 5087900507 p.2 f� Town of Barnstable Regulatory Services ' 'NAM Thomas F.UcHer,Direclor < Building Division Tom Perry.Bail dingC.ommissloner „r 200\dam Srrco.Hyannis,MA 02601 www.towo.barnslable ma-us Office: 508-862-4038 Fax: 508-790-6230. NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, ' 'TtU i ownerof property located at hereby certify that �[) is no longer Construction Supervisor lixted on the application for the project under construction as authorized by building permit N issued on 3/Z 20 I understand that the project under construction must cease until a successor licensed Construction Supervisor,is submitted on the records of the Building Division. ko in PROP TY DA E rcfarncc R_y 78q C11It e y IAug 06 10 09:38a Merrilee Crain, 5087900507 p.1 Town of Barnstable Regulatory Services Thomas F.Cc$er,Director Building Division Thomas Perry.CBO Building Commissloner 200 Main Street, Hyannis,NIA 02601 ww..lawn.barnshbk.macs . OOitr: ',08-SG?-tO7S - Fax: 509-790.6230 Property Owner Must Complete and Sign This Section If Using A Builder 1'---� as Owner of the subica propert.v hcrclav authorize i?oGtsS IC M,*A,l 05Y to act on my behalf., In all tnattcr.:relative io work nudrorizcd b.;this building,Ixrusit applicnuon toe (Address of Job) for tiilnlani. a(CTvner .' - Dare . Print K•amc If Propcm-Owner is apphing ror permit,pkese complete the Homeowners License Eacruptioa Form on the reverse tide. t'.'71�rs�J:tilldrrAppn�ul.uu1'`.lionsrfi.N'�ndnr.�fcmisr�rylnirmrt Plln'f,nttM(7ut4+uA4)I1VM7AA'!.'.I:\PRF.JJ.Onc Rtviscd 072110 { Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: . 164688 Type: Private Corporation Expiration: 10/30/2011 Trtt 290070 ROGERS AND MARNEY, INC. GARY SOUZA -- --- -- -- P.O. BOX 310 ------ ----------- -- OSTERVILLE, MA 02655 '-_----------- --._ Update Address and return card.Mark reason for change. i Address Renewal Employment Lost Card t DPS-CAI 0 5W-04/04-G1012166G �y 07. Leo��vncanu�ea`!� % ` fr!aaua�uaP!!a �\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only 'before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration: 164688 Expiration: 10/30/2011 Tr# 290070 B Park Plaza-'Suite 5170 Boston,MA 02116 Type: Private Corporation ROGERS AND MARNEY, INC. GARY SOUZA 445 WEST BARNSTABLE RD. OSTERVILLE, MA 02655 Undersecretary Not v id it out signature .tilas,achu:�ett�- Department of Public Satoh Board of Build Regulations Rego . . Pervisor Construction Su a n' and Standard License: CS 10299g License- Restricted to :.00 GARY SOUZq P.O. BOX 211. COTUIT, MA-92635 nnnisi„rrrr Expiration &1&2012 Tr#: 102999 °F� Towti Town of Barnstable Regulatory Services BARNSTABM Thomas F. Geiler,Director Building Division. Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508 790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY Construction Supervisor License. # ZO APP7 -—, hereby certify that Ihave assumed responsibility for the project under' construction, as authorized by building permit# c���°issued to (property address) :2 �t _ Sdu�k. M`u a0--j-4�P_�yCd( on mo-a. The following documents are attached:' copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' ompensation Insurance Affidavit. Road Bond (if applicable) LI ENSE HOL R DATE s The Comm-on wealth of Ndassachiuetts- y---- Department of Industrial Accidents Office-of Investigations 600 Washington Street t� Boston, MA 02111 yy - www.mass.gov/dia Workers' Compensation Insurance Affidayit:'Bliilders/Contractors/Electri.cians/Plumbers _Applicant Information Please Print Legibly Name (Business/Organization/Individual): /�-sO r.�z (���^'Ag;e Address: City/State/Zip: �S.��-�Ld�e.c..� /t-l� Phone M 5_0e 4'2R G c)6 Are you an employer?Check the appropriate I am a gene Type of project(required): 1.❑ I am a employer with rat contractor and I * have hired the sub-contractors.. 6 New construction employees(full and/of*p listed on the attached sheet. 7. Remodelingart-time). _ _ ...._ ling _ 2.❑ I am a sole proprietor.or partner ' Q These sub-contractors have g• [] Demolition ship and have no employees working for mein any capacity. employees and have workers' 9. ❑ Building addition. No workers' comp. insurance comp, insurance. required.] 5. We.are a corporation and its i0.0 Electrical repairs oradditions •3:❑ I am a homeowner.doing all work.; officers have exercised their:. 11.[ Plumbing repair's or additions myself. [No workers'. comp. ` right of exemption per MGL 12.0 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 arc doing all work and then hire,outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp:policy numbef. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: /Uo.21-w w iv Sv/2�o�t.� Policy# or Self-ins. Lic.#: kVGG2:;G /8 `�'S�3 Expiration Date: A-� Job Site Address: 2e7l S'. '^' .��� City/State/Zip: 0370-0aede—Z 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 h fine of up to$250.00 a day against the violator. Be advised.that.a copy,of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage.verification. Ldo hereby c tinder the pains an pe alties`of perjury that the information provided above is trice and correct. Si natur Date: Phone 08 /O l Official use,only. Do not write in this area, to be completed by city or town official City or Town:' Permit/License#, Issuing Authority (circle one): l.. J3oard of Health Z. Building-Department 3; City/Town Clerl< 4. Electrical Inspector. 5. Plumbing Inspector, 6. Other-- Contact . Contact Person: Phone#i: 08/13/2010 10:12 5083932273 NORTHWOOD`INSURANCE PAGE 02 oa (MMIpDJYYYY) / CERTIFICATE OF LIABILITY INSURANCE OP ID TaIIOLDER.THIS 10 THIS CERTIFICATE IS 133UED A3 A tYIATTER OF 1 FORNIATI ON ONLY EXTEND OR ALTER THE COVERA43E AFFORDED BY THE POLICIES CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY BELOW„ THIS CERTIRCATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE 13SUINt3 INSVRER(S),AUTHOR IZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. en 5A 's o c care er a po c es the teens and eorldlftons of the policy,certain poUoles may require an endorsement. A statement on this certificate does not confer rlgMs to the certificate holder In Hou of such endorsement(s). v NAME:. PR UCER (AIC,No): t AJC,NO EqL . _ Northwood Ins, Agency, Inc. ,° ADDRESS: 540 Main Street, suite 9Ot3LIt-1 xyannis MA 02601 CUSTOMERws ,��, INsURER(S)AFFORDING COVERAGE " phone:508-771-1632 Fax:508-393-2955„ 24414 *"ER At pMaral Caauk]Ax Insurance C6_��_. INSURED , Rp erb 5 marney, INSURER6. A,aatican xnternst"nal army v Inc )D. Box 310 INSURER C c Osterville MA 02655 INsufsETto. ' - INSURER E: - :„ IN"ER F: REVISION NUMBER:: COVERAGES CERTIRCATE NUMBER oR ICY { THIS I 0 TN T POLIGI OF INS CE LISTED LOW HAVE B N 155LE0 0 THE I ED NAMED ABO TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHIC INDICATED. NOTWMH$TAFIDINO ANY REQUIREMENT.MAY PERTAIN,THE INS H THIS URANCE AFFORDED BY.THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS CERTIFICATE MAY ISSUED EXCLUSIONS ANID CONDITK+Z OF SUCH POLICIE^s.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYP@ OF INSU NOR:` . OR yy POLICY NUMBER (MMIDDIYYYY) (MMJDDfYYYY) LTR -«^ EACH OCCURRENCE 03/20/11 $1.O O ,O 0 0 GEN®W urelmr - FREMtSESIEaacurt�IJG'e) $100,000 A. X COMMERCIALGeNERALLIABILITY T: CCI 0395621 03/20/10 ,. NED EXP(Any one person) 4 5,000 CLAIMS-MADE I_^_1 OCCUR PERSONAL&ADV INJURY $1,000,000 GENERALArC4MGATE i21000,000 PRODUCTS-cOIriPJOPAGG r2,000,000 GEN'L nGGREOATE LIMIT APPLIES PER. POLICY PJEEC LOC r SINGLE COMBINED S LIMIT C " s1,000,000 AUTOMOBILE LIABILITYrr "._ (Ea eccltlentY A CHA 0395621 03/20/10 03/20/11 BODILY INJURY(P so erpern) MY AUTO f ALL OWn�D AUTOS BODILY INJURY(Pececcident) S PROPERTY DAMAGE S" X SCHEDULED AUTOS .(Pet'eCGtlMt) - �{ HIRED AUTOS S X NON UO.NED AUTOS S UMBRELLA LIAR A s"X OCCUR OCV 0395621 03/20/10• 03/20/11 EACH OCCURRENCE $10,000,000� „ y �, AGGREGATE k O(CESS Ld1B CLAIMS MADE S DEDLICPBLE X R>TENr10N i 10,000 ' B men � 17 O1/10 01/01/11 �ACCOE ER AND EMPLOYEite'LIABLrIY Y f N E.L. 1500,000 ANY PROPRIETORIPARTNEWEXECUTIVE ❑ J A OFFICUU EWER EXCLUDED? 500,0O , E L.DISEASE-EA EMPLOYEE S�J (Mandatory In NMI E.L.DISEASE-POUCYIIMTf S500,000 lRtls DRG Pl1 OF OPERATIONS 0elow R .- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 161,A4010nal Roma'*$Schecuts If mere 6DaN It vqutrad)>: CERTIFICATE HOLDER CANCELLATION r 'I' 3 SHOULD ANY OF THE ABOVE DESCRIBED pOIJcbB or,CANCELLED BEFORE BARNSTI THE EXRIRATION DATE THEREOF.NOT1tE WILL BE DELIVERED IN ' ACCORDANCE wrrH THE POLICY PROVISIONS, Town of Barnstable ° pUTHORI�DR ESENTATIVE 367 Main street = _ Hyannis MA 02601 ,� •g,4`Cap� - -r 21,19S4-200s ACORD CORPORATION" Al.daht%reserved ACOr[b$6121noa4oa{ T7ns/\CORC Ao�O a,nd by �M rog"torza r rft.Pr ACORO• ;.. h r ; " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Alool Map Parcel Application #c;V6,YA, ZQ7 Y. 'Wealth Division ff7 Date Issued 3 Z c21 Conservation Division Application Fee Planning Dept. r. Permit Fee L40ec . oo 4 Date Definitive Plan Approved by Planning Board Historic:- OKH Preservation/Hyannis Project Street Address 7'�� �► ? ;_Tex Village Owner Address' Telephone n Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new . Zoning District Flood Plain Groundwater Overlay j U/ roject Valuation - onstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ] Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: kull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) A�AA Basement Unfinished Area(sq.ft) Number of Baths;, Full: existing_ new [Half:.ex__ i�s�g new umber_of Bedrooms; existing I new Total Room Count (not including baths): existing _ new First Floor Room Count Heat Type and Fuel: �Gas ❑Oil ❑ Electric ❑ Other Central Air: j Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No s t Detached garage: ❑ existing ' new size_Pool:,,existing ❑ new size _ Barn: ❑exis ng ❑t*w ;size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: == Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ y � u= Wornmercial ❑Yes No If yes, site plan review# 00 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ ^ Name r Telephone Number ,5�P�- �� Address c License #d` ja4 17 7 Home Improvement Contractor# j257 7�� • Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A'a��vt,Ala SIGNATURE DATE S A 1 FOR OFFICIAL USE ONLY F, y APPLICATION# { PATE ISSUED a 1 MAP/PARCEL N0. f + ADDRESS ' s VILLAGE �! OWNER I DATE OF INSPECTION: •FOUNDATION FRAMEul INSULATION FIREPLACE 1 ELECTRICAL: ROUGH FINAL ` 1 PLUMBING: ROUGH FINAL ' GAS: ROUGH -FINAL + f FINAL BUILDING 1 , DATE CLOSED OUT ASSOCIATION PLAN NO. f 1Jeparcr7xena Office of Xrxt estigatians 600 Fashrnvon Street Boston, OZII Z wwyj;mass.gov/dia FYorkars' Compensation insurance Aid�z i i�ders Contractors/ElectrIcians/P.lumbers licamt Information l�.J. 99ey udder, Inc.382 please PrzntLe "bI Pp 3ILte (J3usincss/Org-,u:L baflndivi dual): ` -®• B0 stervi . e, • 02655 Address: City/State/Zip: Phone.#: Are you an, etoployer7 Cbeck the appropriate box: Type of project Crequixed): 1. 1:am a cmploycr with 4• 0 I am a geztcral contractor and I 6. �Ncw censtruction employees (full.and/or part.time)-* b-avc bircd the s'tib-contractors 2_El I am a sole proprietor or partner.- listed on the attached shcct. 7. ❑ Remodeling Thesc: sub-contractors have g• � Demolition . ship and bavc-.o cmploycce y ccs and have worker-s' vrorking for mn in any capai=ity. �cloy 9. El Building addition • . [No workers' camp. in.s'urancc comp in urancc.t 5. We arc a corporation and its 10_[] Electrical rcpa_us or additions ! rc�faircd] offficers'bavc czcroiscd their 3.[] I am a homeownr.r doing all work 11.[]Plnuhing repairs ar additions ra scli o workers' co right of exeruptioa per MGL 12_[]Zoof repairs mP- y c. 152 §1(4), and we hav,b no insnurancc rcgtvrccL] , 13.❑ Othcr� employees. [No vrorkc-rs' .. • comp.zusurance rcquircd.� *Any zFpli cant thal rhX-6a boK#1 zrniat also fM otrt the sctbon below shovring thcu I�vrk=' corDPcncN?on po licy'1RfQnTaboTL t Ilomcowna;pino tubroit thu affidavit infflC 11 mg tbey=doing all work aTd than hire aUtci6r canirnc cars must cubririt a new af5davi t io g n0eh. tCemlzaelors dot ebeekthis box trust atlaebcd;m ulditional sbcct cbowalg the name of the sub ermiraclnrs and t err wbetUet ornot thosb cnt�.litx Have rmploycxs. 5f the czrlploycu,tbcy must pi ovi db lbcir workrrs'comp.pobc? T]=bcr1 we employer Chat is provldin�workers' compensation Lnsurance for rrzy e rtpLoyees BeZaw [s Che poCicy¢cad jab site info rrn a rc Iu�tuancc Company Name: Aw 0- r-/qq Policy#or Self ins. Lic. #: De9D t"xP t7on Date: City/St ozi--p Job Site Address: Attach a copy of the workers' cornpensai-ion policy declaration page (showing the policy number and expiration date), Failure to secure coverage m rcquirrd under Scciion 25A of MOL c, 152 can lead to the imposition of Climi al penalties of a up to $1,500,00 and/or one-year imprisonment, as well as civil penaltts in the form of a STOP 17TORK ORDER and a fiuc of up to$250.00 a day against the) olator. Bc advised that a copy of this statemcrit may be fozwarded to the Of�.cc of Lnvesti itimas of the j)IA. for ins tra-UCC coves c vcri-ficatdon, I do he-reby car*tender the airs wtd,penald_es of•pe 'eery Aal the informa&n provided above[s• ae a-ad corT- Si Phone# � Official use only. Da not virile in ibis area, to be corrpLded by city or torn offcciaL City or Town: Permit/Ucewn# Issuing Authority (circle ane); F I. Board of Health 7,wilding DPpartrueat 3. Cit-y/Towxt Clerk 4. Electrical Inspector S. Plumbing Lnspector Other IIontact Person: Phone #: Massachusetts Gcncral Laws cbaptr-r 1)2-1cquues all empiuycls wylvr,u� pursua f to this -taft tr, an employee is defined as "...evc�y person.in tb.c service of another under any contract of hire, express or implied, oral or Written " An employer is de5ned as "an individual,partnership, association, corporation or othcr.lcgal entity, or any two or mare 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 patnership, association or other legal entity, employing eniployceS. However the owner of a dwelling house having not mozc tlian three apartments and who resides thcrcin, or the occupant of the • Iwclling house of MDthcr who employs persons to do maintenance, construction or repair work on such d welling house cr on the grounds or building appurtenant tbereto shall not because of such employment be deemed to be m employer." ..\'GL chapter 152, §25C(6) also states that "every st-Rti or Iocal licensing agency shaIl witbhold the issuance or -enewal of a license or permit to operate a business or to construct buildiugs in the commonwealth for ashy rpppcant who Jaas not pro duced•acceptablc evidence of compliance w n ith the iusurace coverage required." �ddition&ay, MGL ohapCer IS., §25C(7) states `Neither tiic commonwealth nor any of its political subdzvisious shall ;rater into any contract for,the performaucc of public worx until acceptable evidence of compliance With the insurance cquircmcnts of this chapter have bccnprescntcd to the contracting authority." ,.ppli cants lease fill out the workers' compensation aidavit completely, by checking the boxes that apply to.your siivatiou and, if ceessazy, supplyib v -contractors)namc(s), addrcss(cs) and phone numbcr(s) along with.their eerf catc(s) of urame. Limited Liability Cozapanics(LLC) or Limitcd Liability PartvcnEps (LLP)with no employees other than uf the rcmbcrs or partaci-s, are rcquircd to carry workers' compcnsalion iustrtan.ce. If an X.LC or LLP flocs have e n nployces, a policy'is rc: ixcd_ Bq advised that this am submitted davit may be to thecp Dalfmcnt of Industrial ceidcnfr for confirmation of insurance covcrago. Also be sure to sign and date the afladavit The al3davit should returned to the city or town tha-the application for the pcnmit or license is being zcgncstcd, not the Department of idustria(Accidents. Should you have any questions regarding the law or if you are rcquircd to obtain a workcLs' inopensation policy, please call the Department at tho number listed below. Sejf insured companin should catcr their l#-jnsuranGo Jiccnsc number on the appropriate line, ity or Tower Oicials ease be sure that tha affidavit is completc and printed legibly, The Department has provided a space at the bottom • 'tlZc affidavit for you to EH out La 1}ic cvcat the Office o'f Investigations jugs,tom contact you regarding the applicant case be sure to 5Il in the permitlliccnsc number which will be used as a reference number. In addition,'an applicant it must submit multiple permitllicense appjic -60W in any given.year, nocd only submit onp affidavit indicating can eat jicyormaiion(ifnccessary) and under "Job Site Address" Lac applicant should write "all locations in (city or infNn)."A cb,py of the a$id�vit that has brm officially stamped or marked by the city or town may be provided to the Plicant as proof that a valid affidavit is on 51c for 5it�irc permits or licenses. A new affidavil.must be Shed out each ` 31 Vrherc�a bomc owner or citizen is obtaining a license or permit not related to any business or commercial venture IL dog Uccwc or permit to bu'm lcavcs ctc.) said persoA is NOT rcquucd to complctr this affidavit c Oice of lnvcstigations would 1>kr- to thanl>you in advance for your cooperation and should you havc anY questions, case do not hesrtatC to give W a Call.. Departromt's address, tcicphoac•and fax number; Tha CbmmonwWth of Massachusetts DTI- oat of Tadugizial AccideIlts Qfzce of LaVf stiPtians 6QQ WasMngtCJn Str�-,et Boston, MA 02111 Tel. # 617-727-4900 ext 406 ar 1-U7-MAS.SAFB Fax # 617-727-7749 11-22-06 wwur.m as s.golj�di a ` 10/16/2008 11:39 4079093013 CRAIN PAGE 01 Regulkory-�rfficcs • w„y� �� 7.`Aonei Y.<�;i*:r i)treefor 143 rt •-DClltd!ilg I�Iy13it?i1 Ton 9etr2 Pu din&comwimcr0P =5 MIN 5 cep; Syvm5,MA DUO: i "MOP; 508• U-c0)s Rar: 50$-;90-T.,30 >. Propem Or-apt Must . If Us4'zZ A 73,iilder 1 • I. 1.�,�•��.!�..�SS__a. v ' W �.. :i[UR S).bjCK 7,;(MG:1v • � trtr�p au•.5�;:nc:_�•��I_��'"_ _ .,_,�,�:o cc.ua nsp 3^it.:f. .' 1i al:paftrts teas�r �owc}.z� iae<!c• h:::ttid y cFetie cvxGcaeloa£st: AL AA a (�dCsESS CI�'J it f rrce. rn 7`PROpC,V Utondr3s pt+2yiug fo.pMr,-Aj)%Me:eert OMC:1 Cei Czc ro:aacrs LS=esaa� i,'cccjrCo4 ro=on ilia xc�xdc Bide. ji S • L • Client#:10798 2RILEYCJ ACORD- CERTIFICATE OF LIABILITY INSURANCE 1DATE 0/17/08D ) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR gency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 3 lyannough Rd., PO Box 1990 "Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: National Grange Mutual Insurance C.J.Riley Builder,Inc. INSURER B: Associated Employers Insurance Compa P.0.Box 382 INSURER C: Osterville,MA 02655 INSURER D: i INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MMIDD LIMITS A GENERAL LIABILITY MS059664 05/02/08 05/02/09 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE MISFS TO RE :R ED occurrence) $SO OOO CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 X BI Ded:500 PERSONAL&ADV INJURY $1 OOO 000 GENERAL AGGREGATE $2 OOO OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1 000 000 POLICYF_j PEOT- 1-1 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-0WNEDAUTOS (Per accident) $ PROPERTY DAMAGE $ IRV (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WCC5001591012008 05/05/08 05/05/09 X WC ST MT OTH- fL EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $5OO OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Merrllee Crain DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN 749 South Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Centerville,MA 02632 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OK REPRESENTATIVES. AUTHORIZED REPRESENTATIVE �q,�/) G. ACORD 25(2001108)1 of 3 #54031 MAK © ACORD CORPORATION,1988 • ✓sie (�pmvnwau�rea�i oy✓/La�ae�ut6eG Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 125799 One Ashburton Place Rm 1301 EWiAUon 74-130/2010 Tr# 262231 Boston,Ma.02108 Type Private Corporation C.J.RILEY BUILDER INC CRAIG RILEY , J 10 B WIANNO AVE OSTERVILLE,MA 02655 Administrator of id wi out signatur Thearrumo�uve Board,of Building Regulations :Standards Construction Supervisor License • License CS 66147 Expirattctn. 2/5/2009 Tr# 9767 _ ReS,tr+coon 00 CRAIG J RILEY PO'BOX 382 OSTERVILLE,MA 02655 Commissioner • f Page 1 of 1 C J Riley From: Kerri Bergen [kbergen@catalanoinc.com] ��� Sent: Friday, February 06, 2009 5:07 PM To: C J Riley Cc: 'Thomas P. Catalano'; 'Garrett Avery'; 'Kristin Ryan' Subject: Re: see attached from building inspector CJ, In response to the questions from the town: (1)-How is the structure attached to the foundation? Simpson Titen HD bolts were called out on the wall detail drawings, but I made sure they are called out on all section drawings and highlighted as well. I have attached sheets A3.1,A3.2, and A4.1 which have the Titen HD bolts called out. I have also attached a pdf from Simpson which goes into more detail describing the product. (2)- Window Protection? I have-attached the most up-to-date window schedule which indicates the windows we have called for • are IZ3 rated. If you need anything more than this please let me know. (3)-Shear Design? The first area we have addressed this is the walls that the garage doors are part of. For this we have called out the Simpson Strong-Wall Garage Portal System. This is a shear wall system combined with headers that span both garage bays on each wall. They arrive pre-assembled, and acting as one unit they are able to counteract any wind loads that would be of concern. I have attached sheet S 1.1 (Second Floor Framing) which has the plan detail drawing which shows this system, as well as a pdf from Simpson which describes the product in greater detail. Also attached is elevation sheet A2.2 where I -have shaded in the location of the Strong Wall system within the wall. The other place we addressed _the shear wall question is for the typical condition throughout the rest of the structure. On sheet S1.1 we have provided a structural note to accompany the framing plans which calls out the typical condition of 8p nails @ 4" o.c. along all panel edges and 8p nails @ 12" o.c. in the field of the plywood. Hopefully this information is sufficient to answer the various questions from the building inspector. I have only included the sheets from the drawing set that have been updated,however if you would prefer a complete new set, I can send that as well. If you need any additional information or drawings don't hesitate to let me know and I can send it to you. Thank you, • Kerri 2/9/2009 t �opVETpFf ' own of Barnstable Y 1 Regulatory Services RAANST"B hiAs3. Thomas F. Geiler, Director .p $' . 9-.a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.to)vn.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Propptty Owner Must Complete and Sign. This Section if Using .A Buflcler j as Owner of the subject property • hereby authorize ' to act on my behalf in ah.matters relative to work authorized by this building permit application for: LU \! (Address of ob) Signatur of Owner Date . 9 + � A r Q� r� Print Aarne, • If Property Owner is applying for permit please complete the Homeo.Wners License Exemption Forth on th:e reverse side. r ' 'own of Barnstable yew of 7HE Regulatory Services * Thomas F. Geller, Director sAztNSTAKs, cb i639. ,w wilding Division AT�o �a Tom Terry,wilding Commissioner 200 Main Street, Hyannis, MA 02601 "-wvY,town,barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 H0114EOWN`ER LICENSE EXEMPTION Please I'rinf DATE: IOB'LOCATION: number street v llage „HOMEOWNER", name home phone# work phone# CURRENT MAILING ADDRESS: city/town state r_ip code The current.exemption for"b0me6wners"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 Parsons) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs inore than one home in a iu,o-year period shall nbt be considered a homeowner, Such "homeowner shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1,1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned."homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ; Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. <. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfomvng work for which a building permit is required shall be exempt from the provisions of this section(Section lo9.1,1 -Licensing of construction Sup ery sors);provided that if the homeowner rngages a person(s)for hire to do such work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption aic unaware that they arc assuming the responsibilities oCa supervisor(sec 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 tirith a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible.' To ensure that the horncowncr is fully aware of his/her responsibilities, many communit es require,as part of the permit application, that the homeowner certify that hr/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may cart t amend and adopt such a fom-Vicertification for use in your community. REScheck Software Version 4.2.0 Compliance Certificate Project Title: Crain Garage Energy Code: 2006 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family ` Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 2815 ft2 ' Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 749 South Main Street C.J.Riley Thomas Catalano Centerville,MA 02632 C.J.Riley Custom Building ' Catalano Architects Inc. P.O.Box 382 115 Broad Street , Osterville,MA 02655 Boston,MA 02110 508-428-6376 617-338-7447 . . . Compliance:16.1%Better Than Code Maximum UA:710 Your UA:596 IBM .. (Qan= Mm9w Floor 1:Slab-On-Grade:Heated 197 10.0 135 Insulation depth:4.0' Ceiling 1:Cathedral Ceiling(no attic) 1922 40.0 0.0 50 Wall 1:Wood Frame,16"o.c. 1098 24.0 0.0 25 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 48 0.330 16 SHGC:0.34 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 78 0.330 26 , SHGC:0.34 Orientation:Front Door 1:Solid 484 0.220 106 Orientation:Front " Door 2:Solid 33 0.280 9 Orientation:Front Wall 2:Wood Frame,16"o.c. 548 24.0 0.0 30 Orientation:Right Side , Wall 3:Wood Frame,16"o.c. 1917 24.0 0.0 95 Orientation:Bads Window 3:Wood Frame:Double Pane with Low-E 160 -0.330 53 SHGC:0.34 ` Orientation:Back Wall 4:Wood Frame,16"o.c. 548 24.0 0.0 25 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 78 0.330 26 SHGC:0.34 . Orientation:Left Side 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 2006 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Crain Garage Report date: 06/05/03 Data filename:C:\Program Files\Check\REScheck\#7449.rck Page 1 of 4 tl l ' Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #7499 Project Title: Crain Garage Report date: 06/05/63 Data filename:C:\Program Files\Check\REScheck\#7449.rck Page 2 of 4 c REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-40.0 cavity insulation 6 Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-24.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.;R-24.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-24.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-24.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes' No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No - Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.220 X Comments: El Door 2:Solid,_U-factor:0.280 Comments: Floors ❑ Floor 1:Slab-On-Grade:Heated,4.0`insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Air Leakage: Project Title: Crain Garage Report date: 06/05/03 Data filename:C:\Program Files\Check\REScheck\#7449.rck Page 3 of 4 Lj Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. !] Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: LI Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: o Thermostats exist for each separate HVAC system:A manual or automatic means to partially restrict or shutoff the heating and/or. cooling input to each zone or floor is provided. ' Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) t Project Title: Crain Garage Report date: 06/05/03 Data filename:C:\Program Files\Check\REScheck\#7449.rck Page 4 of 4 200,E IECC Energy Efficiency Certificate , p n 1 Ceiling/Roof 40.00 Wall 24.00 Floor/Foundation 10.00 Ductwork(unconditioned spaces): k 1 Window 0.33 0.34 Door 0.22 NA Water Heater: Name: Date: Comments: -A - MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING CitylTown:�l �z� `� MA. ��Date: Z U Permit# Building Location: 12 Q31--`41 '( i�)) ! Owners Name: Type of Occupancy: Y'Conimercial ❑ Educational❑ Industrial❑ Institutional❑ Residential New Alteration: ❑.. Renovation: ❑ Replacement: ElPlans Submitted:.Yes❑ No ❑ FIXTURES \ o G-_ W Z I- z. •� .y z FCl) to O • m LU to u�i ❑ °' t- z >- tY z w y O v a w �' Q W lz 0 ® W y j J z :o o f' x .z w a � Q x w w W }.., ua . v ''I— x c. p :y .r v , ® p p z z LU Q Q m cn 0 Q O ® Q to m In 0 U. O . SUB BSMT. BASEMENT .1 . FLOOR 2 FLOOR,:, 3 FLOOR A FLOOR 5:<.. FLOOR ' 6 : FLOOR 7 FLOOR : - 8: ..FLOOR ; Df (_ Check One Only Certificate# Installing Company.Name• �F�t` �� ��� � f luml/JifJ n.. ( [ Corporation ` Address; City/Town: CD��i�T State: W-T /� +//�/��//9/ ❑Partnership : L 20 `4 L 6 1 r ,. } f ,BusmessTel ��J�`a .,Ccz� Fax. #s. Firm] ompany - Name of.Licensed Plumber., r \ `T ran INSURANCE'COVERAGE I,have a'current liabiti insurance,policyyror its substantial equivalent which meets the requirements of MGL.Ch. 1 .2 Yes .No❑ If you have checked XtS please indicate:the t W of coverage by checking the appropriate box below. A liability.insurance policy Other type of indemnity.❑ Bond 'OWNER'S;INSURANCE WAIVER.-1 am aware that the licensee does not have the insurance coverage required by Chapter 142 of the ` Massachusetts GenerallaiWs;}and,that my;signature on this permit application waives this requirement. Check One Only r Owner:❑ Agent El Si nature:of Owner;or Owners A ? I hyereby_certify. that''ail of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that.all plumbing work and installations-performed under the permit issued for this application will be in compliance with all I `� Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of a General Laws. By Type of License: - - yy d ride:': Slgna of Licensed Plumber 01 Plumber w }a " n cityrrown , , umeyman License Number: APPROVED(OFFICE USE ONLY), > 5 r"J.r t� '' rb t�y •n. �41 F - - -. - t'r'- .L.�wa_a..,.r..�.r r.F.F.w., •,:r5luir..3sFin�aA. •ri --M o�t �w TOWN OF . BARNSTABLEw Building �► Application Ref: 200805807 BARNSTABLE, Issue Date: 03/02/09 x z Permit 9 MASS ' 1639. a� Applicant:'? ROGERS&MARNEY,INCH' ' Fp MAC Permit.Number. `B 720090282 Proposed Use: . P SINGLE FAMILY HOME :Expiration Date: 08/30/09 Location 749 SOUTH MAIN STREET Zoning District; RD-1'Permit Type:`GARAGE DETACHED RESIDENTIAL Map Parcel 185012001 Permit Fee$ 4,080 00.'Contractor" ROGERS&MARNEY,INC Village CENTERVILLE App Fee$ 100:00 License'Nu t Est Construction Cost$ 800,000 Remarks ,_ ` APPROVED PLANS MUST BE RETAINED ON JOB AND y. TO CONST A FREE STAND;GARAGE 3000 SQ.FT.UNFIN STORAGE` THIS CARD MUST BE KEPT POSTED UNTIL FINAL N ABOVE-3RD EXTENSION TO EXPIRE 2/25/11-CHG CONT 8/16/1'0 R&M--INSPECTION HAS-BEEN MADE.` WHERE A._ CERTIFICATE OF OCCUPANCY-IS REQUIRED,SUCH Owner on Record: CRAIN, RAMSAY E BT,MERRILEE BUILDING SHALL,NOT BE OCCUPIED UNTIL A FINAL Address: 5536 ISLEWORTH COUNTRY CLUB DR. ,*INSPECTION HAS BE N E. <. WINDERMERE,FL 34786 M. Application'Entered by: JL f. Building Permit Issued By THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK.OR ANY.PART TH: F,EITHER TEMPORARILY PE ENTLY ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING,CODE,MUST BE APPROVED THE JURISDICTION: ` STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT,OFTUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION.WORK . 1,FOUNDATION OR FOOTINGS. '2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED"." - 3.WIRING'&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH): w w . 5.INSULATION: 6.FINAL INSPECTION BEFORE OCCUPANCY .' '.. WHERE APPLICABLE,SEPARATE PERMITS ARE.REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS , WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION: PERMIT WILL BECOME NULL.AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ` DATE THE-PERMIT IS ISSUED.AS NOTED.ABOVE PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY,FUND(as set forth in MGL c.142A)., BUILDING.INSPECTION APPROVALS '--;PLUMBING,INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS - 1 2 2 3„ 1 Heating Inspection Approvals Engineering Dept - • y y ,�'. may. `�'� � ,4 3-�r � "X' k . Fire Dept. 2 ,�. ., a ;. s„ t `z :.w° Board of Health y " e n: ROGERS & MARNEY, INC. BUILDERS P.O.BOX 310 OSTERVILLE,MASSACHUSETTS 02655 (508)428.6106 August 13, 2010 FAX(sob)420-3550 Mr. Tom Perry Town of Barnstable Regulatory Services, Building Department 200 Main Street, Hyannis Ma 02601 Dear Mr. Perry, t Permit extension @ 749 South Main Street, Centerville We are writing this letter to ask fora third extension on the garage project at 749 South Main Street in Centerville MA. ' The resident Mr. and Mrs. Rance Crain have elected to change contractors and the current q'U permit (#200805807) is up for expiration on 8/28/10. We are working diligently to start the project in the near future and need addition time before we can start the project. We would like to meet with you next week to discuss this project and the extension of the permit. Sincerely, o r C � Marc Zeoli Project Manager rn v Rogers &Marney, Inc. - �Z+ ;0 . F _ Cn. F r- msz 1 445WEST BARNSTABLE ROAD • OSTERVILLE, MASSACHUSETTS 02655 W W W.ROGERSANDMARNEYBUILDERS.COM IAug lL -Iu UJ:Lbp iviernlee Uraln bubt/ )UUbUI P.-I August 12, 2010 I, Merrilee Crain, and my husband Rance Crain have changed contractors for the building of our garage at our property located at 749 South Main Street, Centerville, MA 02632. C. J. Riley took out the original building permit. He will no longer be doing the construction. Rogers and Marney have agreed to take on the project and will start construction in the near future. Our supervisor on the project mill be Marc Zeoli, of Rogers and Marney.. Aug 06, 10 09:39a Merrilee Crain 5087900507 p.2 V Town of Barnstable Regulatory Services a" MAft° Thomas F.Geller,Director t°„d. Building Division Tom Perry-Banding Commissioner 200 Mam Strect,Hyannis,MA 02601 wW W-towmb&rn51zb1t.ma u] - Office: 508.862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR fa-( owner ofproperty located at \ .5f'� �Q•hereby certify that C y: L G' j i is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit U 2oO80ti issued on 3 lA 20_9Y I understand that the project under construction must cease until a successor licensed Construction Supervisor,is'submitted on the records of the Building Division. PROP RTV reference R-5 7yp - m^.O1tU18 ` t Aug 06 10 09:38a Merrilee Crain 5087900507, p.1 Town of Barnstable Regulatory Services Thomas F.Ccilcr,Director . Building Division Thomas Perm CBO Building Commissioner 200 Main Street,.Hyannis,MA 0:b01 _ - - ' - wnw.toan:barnstable.lna.us - Mice: AS-3024078 - '.. - Fax_ 506.j%6230 , Property Owr'►er Must Complete and Sign This Section If Using A Builder hert•b�•wtltoriie /�oGttrsS r �t.{,e/esi a_Y' /3y/c,a�.�S [e act on"mti bcitnlf, , m all mattrrs relative to work audtorized by this buildinp hermit application for. , 7 of - (Address o[Job) , - tii�+llani. of Qwncr - + lJn tc - Print Name if Property Owner is applying for permit,pkasc eompleze the Homeowners License Exemption Form on the reverse side. - - CYl�rma vl6MA ppilala'I_u<•.,r`Aicrosntirtl'indms:Ycmlwuurl Imrmd 6i4:'d'centcnLOut's.ukU)11Vx7AAT,1\PRFSS.dnc Revised 072110 Town of Barnstable *Permit# �{. Expires 6 nionthsfront issue date Regulatory Services Fee a�. s y BARNSTABLE 9 MASS. PERMIT homas F. Geiler Director CO AlfD ESS Building Division FEB 2 5 2010 Tom Perry, CBO, Building Commissioner 2 0 Main Street,Hyannis,MA 02601 `SOWN OF BARNSTABE� www.town.bamstable.ma.us Office: 508-862-4038 . r. Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X=Press Imprint Map/parcel Number Property Address. 7fl 2 X,�_ -,,-KI, t Residential Value of Work \_�000.Q0' Minimum fee of$25.00 for work under$6000.00 (Owner's Name&Address �1nni 1-111 1er G Contractor's Name Telephone Number Home Improvement Contractor Licen #(if applicable) /� ! Construction.Supervisor's License#(if applicable) 66 j 17 ❑Workman's Compensation Insurance ti Check one: n Yams-sale-preprieter ❑. I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name l ) Workman's Comp.Policy#_ ® �� (a Copy of Insurance Compliance.Certificate must accompany each permit. Permit Request(check box) . Re-roof(stripping old shingles) "All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side _ #of doors FT Replacement Windows/doors/sliders.U-Value (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement ontractors License& Construction Supervisors License is requ'-ed. SIGNATURE: ooll Q:\WPFILES\FORMS\buil mg pemu ans\EX SS.doc Revised 090809 /'` i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street •t Boston, MA 02111 wwm mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 4 Name (Business/Organization/Individual): t Address: City/State/Zip: Phone #: 508 - � Ar, y u"an employer? Check the appropriate box: Type of project(required): I lam a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g; ❑ Demolition working for mein any capacity. employees and have workers' ❑ Building addition [No workers' comp. insurance comp. insurance.$ 9.required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12.❑ Roof repairs insurance required-] t c. 152, §1(4),and we have no employees. [No workers' 13:0 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 hire outside contractors must submit a new affidavit indicating such. lContrattors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site . information. - Insurance Company Name: Policy# or Self-ins.Lic.#: . ` Expiration Date: e5 G Job Site Address: ?�� D/ ���C� City/State/Zip: u 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 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 ofperjury that the information provided above is true and correct. Signature Date: 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); . L.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: -_ n Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public"work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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 pen-nit 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 peimit/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 fiiture 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigation's would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 " Revised 4-24-07 www.mass.gov/dia 02/25/2010 14:59 4079093013 CRAIN PAGE 01 F,eb. 25, 2010 3:OOPM E Town of Barnstable Regulatory Services o 7- q0SOPO } Tbomae F.Gsller,Dlrector .099- BuRdi.Ug DivisJoil Tom Perry,Building Commissioner 200 Mkq 3tm$4 Hyaa %MA 02601 ; wwwAown.barwfnble.aaa.ua Office: 508-9624038 Fax: 508,7790-6230 Property Owner Must Complete and Sign This Section i wilder oeo as Owaxer of the subject property hereby authoriu to act on my behalf, in al_,l rraat=reh&e to work authorized this buildii2 pernrit application for ress of Job) Siena of Owner Date if X'ropeM QZ=is applying for permit please complete the Hoineownexs License Exexnpti,on Form on the-reverse side. A 7 r S J • N-fassachu,ett Departrncn.t nt'Public SafetA Board of Buiidin, Regulations and St indaril4 Construction Supervisor License License: CS 66147 Restrictedto 00y �' CRAIG J RILEY W1 21 PO BOX 382 OSTERVILLE, MA 02655 Expiration: 2/5/2011 t'onon ks meI. Tr#: 10398 Board of Building Regulations and Standards License or registration valid for individul use only — -, HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: = Registration:.., 125799 Board of Building Regulations and Standards EWirotion 1/30/2010 Ts# 262231 One Ashburton Place Rm 1301 . -- Boston,Ma.02108 Type Private Corporation s C.J.RILEY BUILDER ING CRAIG RILEY L d 10 B WIANNO A' E.:,.., OSTERVILLE,MA 02655 Administrator of lid wipnut signatur • Client#:10798 2RILEYCJ ACORD.' CERTIFICATE OF LIABILITY INSURANCE 066/2412009N""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 Iyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: National Grange Mutual Insuranc C.J.Riley Builder,Inc. INSURER B: P.0.BOX 382 INSURER C: Osterville,MA 02655 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMM//DDnVE DATE MMI DnON LIMITS A GENERAL LIABILITY MP059664 05/02/09 05/02/10 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGES( RENTED $50 000 CLAIMS MADE 51 OCCUR MED EXP(Any:one person) $5 000 X BI Ded:500 PERSONAL&ADV INJURY $1 00O O00 GENERAL AGGREGATE $2 00O 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG. $1 000 000 POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO'',, OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WC059664 05/05/09 05/05/10 X WC LIMIT ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT s500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $500 OOO SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ND EMENT I SPECIAL PROVISIONS RE: Richard Russell,1365 Main Street Cotuit,MA , lco� �9 Operations performed by the named insured as provided by the terms and conditions of the policies. Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 2n DAYS W WTTEN 230 South Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES AUTHORIZED REPRESENTATIVE C. ACORD 25(2001108)1 of 2 #S59027/M59026 MAK 0 ACORD CORPORATION 1988 f t TOWN OF BARNSTABLE Building Application Ref: 200805807 MUMSTABLE, * Issue Date: 03/02/09 - Permit 9 MASS. �prFO 39. A�� Applicant: RILEY,CRAIG J. Permit Number: B 20090282 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/30/09 Location 749 SOUTH MAIN STREET Zoning District RD-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 185012001 Permit Fee$ 4,080.00 Contractor RILEY,CRAIG J. Village CENTERVILLE App Fee$ .100.00 License Num 066147 Est Construction Cost$ 800,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A FREE STANDING GARAGE 3,000 SQ.FT.UNFINI HErtHIS CARD MUST BE KEPT POSTED UNTIL FINAL STORAGE ABOVE-2ND EXTENSION TO EXPIRE 8/28/10 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CRAIN, RAMSAY E 81 MERRILEE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 5536 ISLEWORTH COUNTRY CLUB DR INSPECTION/H:ASB ADE. WINDERMERE, FL 34786 G Application Entered by: JL Building Permit Issued By: - THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARI OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVE BY THE JURISDICTION. STREET ORALLY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). e W Awn BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2. 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health I o� C.J. Riley Builder, Inc.. 1OB Wianno Avenue Osterville, MA 02655 February 2, 2010 Barnstable Town Regulatory Services 200 Main Street Hyannis, MA 02601 r• To Whom it may concern: Please extend Foundation permit number 200805807 for 749 South Main Street, Centerville, MA. Please find enclosed the required check in the amount of 50.00. Thank you for your help in this matter. Respectfully, #. a C) CJ Ril a CD CJR/mft Enc. P: (508) 428.6376 F: (508) 428.6076 www.cjriley.com cj@cjriley.com y . A C.J. Miley Builder,- Imu OF I`0115T �v iq 3 IOB Wianno Avenue Osterville, MA 02655 -� D DJ July 7, 2009 Barnstable Town Regulatory Services 200 Main Street Hyannis, MA 02601 To whom it may concern: Please extend Foundation permit number 200805807 for 749 South Main Street, Centerville, MA. Please find enclosed the required check in the amount of 50.00. Thank you for your help in this matter. Respectfully, f CJ Riley CJR/mft Enc. P: (508) 428.6376 R (508) 428.6076 www.cjriley.com cj@cjriley.com ASSESSORS REF.: ZONE RD-1 FLOOD ZONE: Map 185 Area (min.) 87,120 SF (RPOD) Parcels 012-001 and 012-002 Zone A13(EL11), B, & C Frontage (min) 20' Community Panel No. OVERLAY DISTRICT. width (min) 125' Setbacks: #250001 0016D Fron t 30' July 2, 1992 AP — Aquifer Protection District Side 10' Rear 10' 210t' to MHW ^, S13°55'50" I W 0.86' 72.5' I O I \ 1 + I W49.4' \ o / DO FEMA Zone Lines 1 as shown on FIRM Panel . m 1 250001 0016 D o C" �� 1 rev. July 2, 1992 �N o _ O� j Cep �10 0: lLLill I � N W M aye I #749 Lan , , ' 2 Sty W/F Dwelling o I 1 0 = a I W O cn K o cc I corn (�1 rn � w o — — _—__ ----- of 35 N ——E^ Ne Lot --- 1 / �/ \ O uneyateea tme C Slate Patio - w/Pool&Spa(aprox) y o \ - '( / ■ - 0) \ Wood Deck 2 Sty W/F IBoathouse I ------_--- ——— Wood Deck oo ier IV S07'12'00"E 181f to MHW b l ( Y Pan) — �aosd4 �-. - -1 certify that the foundation RICHARD R. a shown hereon conforms to Q L'HEUREUX the setback requirements of NO. 34312 cr the Zoning Bylaws of the Certified Foundation Plan 0 0 >o town of Barnstable. . At 749 South Main Street Z� ,o BARNS TABLE rofessioal Land Surveyor Date (Centerville) n NOTES: MASS, DATE: 271OCT12010 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on (or between). 17/JAN/08 and 26/OCT/10. PREPARED FOR: Ramsay E. and Merrilee Crain 2.) The property line information shown hereon was 749 South Main Street compiled from available record information. Centerville, MA 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Porker Road Osterville MA 02655 DWG #: C247-5gl CPP1 FIELD BY:RRL/MLL (508) 420-3994 / 420-3995faX ���til s i c�? � 1 c.�� ��� �� c�`� �� � � J�I��,S �s� ���� j'r� �', ��� � �, ti� � �� I�� t j�I�r L l�G� �-_ �� �, C) 0( : \ to ---- �• / s � / i SQUARE FEET CAMULATIONS: PRE-'9891MPERMEABLE- 12.622 SF - — 25%OF PRE-ISB9.' 3,155 SF POST I'M IMPERMEABLE' • 1.354 SF \ ( - / AVAILABLE FOR GARAGE• I,am ' \ r ' r ------ ------ -------------- PROPOSED IMPERMEABLE. 1,798 SF - I EXISTING GROSS SO.FE, 13,494 SF 125%OF EXISTING. 3,374 SF PROPOSED GROSS SO,R. 3,275 SF I / - / I EXISTING OCCUPIABLE SO,FT- 7,574 SF 25%OF EXISTING- I,l'45F PROPOSEDOCCUPIABLE. 1.477 SF Cram Residence V'f 719 South MaimStreet - / FIRST FLOOR PLAN I I / I / ------------------ --------------------- { j DA E' hiEay.O oCe 7 2008 Catalano Architects Inc. / 10 115a-asre4 / •Boston,—617-36-7"7 telephone 6n-336-7a47 ' h""mile 61733&6639 ,- I - -.000, 0 It i ----------------------------------- .:A { -r- -r- i I I i jI j SQUARE FEET CALCULATIONS: I I 75%1OFFPPRE-1989= 989 A FABIF 12,622 IF 3.156 IF ' _ I POST VAILABLE IMPERMEABLE"FOR GARAOF 1,BO25F q. PROPOSED IMPERMEABLE= 1198 IF OUSTING GROSS SO.FT.. - 13,494 IF 25%OF E%ISONG= 3,374 IF -- 1 PROPOSED GROSS SO FT.. j • 3I15 SF EASTING OCCUPIABLE SO.FF. 7.574 IF 25%OF COSTING. 1.694SF I PROPOSED OCCUPIABLE. I'4T1 IF r ..I ��" I' oGolamMNl�uuLc L________ _ ____________________________________________ Crain Residence I 749 South Main Street I Centerville.MA i SECOND FLOOR PLAN i I scnteVa•.ra DATE FddaY.OdoW I7.2008 _ I I Catalano Architects Inc. j j 115 Broad Sueet j Bom Mawa wens 02110 . telephone 617-338-707 I fapimile 617,33&6639.. j i j I 100, SQUARE FEET CALCULATIONS, c PRE-1969 IMPERMEABLE• 12,622 SF 25%OF • - - PR E-19B9• = 3,156 SF P FOM 1,31152 SSF EIMPERMEABLE PROPOSEDIM .SFF y EXISTING GROSS SO.FT..- 13,494 SF 25%OF EXISONrn 3.374 SF - - _ PROPOSED GROSS SO.FT, 3275 SF EXISTING OCCUPIABLE SO.FT. 7.574SF • - 25%OF EXISONW 1,894 SF PROPOSED OCCUPIABLE- 1,477 SF Crain Residence 749 South Main Street 4 Centerville,MA t ROOF PLAN SCALE IN-V0` . 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SCAlE3/6'.1'-W DATE RidaY.0.6er 17.2008 Catalano Architects Inc. 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Crain Residence. 749 South Main Street Centerville:MA - EAST ELEVATION SCAtE3/e'.1'T . - DATE:Fnday,October 17,20BB - Catalano Architects Inc. 1 M—h Streot ' 9e12110 rejn FAa 617-387 47 Ielcmil.617-33-W9 ' latsimile 817-33&fifi39 �-� e 'A ------------------------ I ----------------------- ------------------------- - ------------------------ ------------------------------ ------------------------------ - -- ----------------- HIM MEN- --------- ----------------- ------------- -------------- l o -------------------- ------------- -------------------------------- -- ---------- - -- -------------- --------------- - - -- ----- - ------------------------------- ---------- .: - Crain aResidence 749 South Main Street 1 Centerville.MA NORTH ELEVATION, . SCALE 3/6--l'.W _--- DATE Fi6x7,Onp6er 17,2DM I I Catalano Architects Inc. 116 Broad So- Bo .Mmaehw=02119 telept'me617-338-707 facdmile 617.338-M39 - A 2.3 1 . I ----- ---- 1 - - -- - ------ ------------------- ---------- Crain Residence - -—- � �a.. 749.Sauth Main Street _--_._---_._._._ Centerville.MA / // / / OWN// / rBUILDING-SECTION GATE Frida Onaber 1I,2066 0o..sa Catalano Architects Inc. .M&oadSm r te,uh 617-38 647 telephone sn338-�a7 ' y faoimile 61'I-33&6639 3.1 TA.SHELF 4 //��, (Q� ee-faen � V7 EA:a)LUMN 6ASE TA.Fa70NG TO.FOOnNG TA.SLAB O.v I / iA.WALL ELEV=10'-III/ - ELEV.H'- iA.WALL T. SHELF ' - ELEV=la II p.SLAB TA.SHELF �'✓a GA9 EIEV=I19 - - / ELEV.11 a'a9e / ` iA.f0011XG 14.f0011NG -- \ ELEV.H.2• - . _ ELEV.6'6' ❑ IaM � \\� viemaanwuo I I w. v L . ______ TA.5V9 iA.SXEIf W.5HEIF \ / - r ELEV=11'$' I I I ELEVe II'4 ELEV.If-0• \ / � x T0.FOOTING T0.WALL 10.WALL '" ELEV.5 I 1 ELEYf M. ELEV=H'- • ELEV.N., TO SHELf I I I Q , - ELEY=H'4 I i :.6 6W2.WLIWWF,'•' � d ie // �/%1 I z Pa BM.Vapor Baton '-h4 . I I 'Ow B• Facud GnM Ba, I I HOLE IN 5L FOR \ - I I v x6'P - I i I / I I TA.5LAB I a HIGH Fd I d T ___J / El—1.-G' ____ ____ _ I . - - OU¢lao Mtllo-m h< J 4 � • Crain ,• Residence �w�w a .w,Rxo ro 749 South Main Street Centerville.MA FOUNDATION PLAN SCAiFva i,4r DATE Hdajl.Dclabn 17.2008 Catalano Architects Inc. 115Ik d Same . 809M.MaaaBlu 021lo 1BIephL B17-338-7447 fwvrn e617-338-Fi9- 10 r Assessor's map and lot number ....... r..'....,:..?•••.•. izc.riG<< .� OFTHETG Sewage Permit number .............K..G=1.. .-. BARNSTABLE, i Housip number c MASIL } p i639, \00� to MAY a' TOWN OF BARNSTABLE BUILDING ANSPECTOR APPLICATION FOR PERMIT TO C 17� //f f/ D`C TYPE OF CONSTRUCTION .......................:.......... ,:1... ......................................................................... 1' .............�. ../.................192 9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................. 14.1. .......... .. . - ....� ...............� n.,.. .{�.F/1 ..... .... ........ Proposed Use ( � (.... 4 ZoningDistrict .............................................. ..........................Fire District ............. ..:.1...!................................................... Name of Own,e.r ......... Nameof Builder ..................:................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exlerior .......................p..�........�..!.�.........................................Roofing ..............'�,..�Y..,ba))............................................ ��.}..Floors ....... ........ .........................................Interior .................................................................................... . ........................ Heating ..................................................................................Plumbing .................................................................................. Fireplace .............................. ........................................ ....Approximate Cost ......... ��r� t'3C.jC�... .�....................... Definitive Plan Approved by Planning Board ----------------------_---------19________. Area .....;.. Z .............................. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �f i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name r! :... y: ...:.... 1 ....... F .. Chiotellis,T Dr.,-Rhilip 185-12 cot 213 $.... Permit for ...tool...shed.............. 4 -•a Acces.,9QXy.... o...dwelli.ng......................... Location ......z.4.9..SA... Naln..St........................ ........Qeatexville............................................... Owner .Z)r ,. Fhi 1ip..ChiQte11is.................. Type of Construction ......frame......................... ........................................ ...................................... Plot .......................... Lot ................................ - Permit Granted �...............J=e•••••••4.••••19 79 Date of Inspection ....................................19 Date Complete .............................:........19 LPERMIT-5QEMSED .......................................... ................ 19 ....................................... ...................... . .......... ................( ............. ............ ............. . ....... ............................ i Approved ........ ....................................... 19 , ..................................................... Assessor's map and lot numbef ....... .0...'a'r......:.. ...'��. �u,e/o4GL . ®/l �� r Y^ y . ..�'�� y ^scwy yoF T E rot N wage Permit number ..G.f�/✓ �.C'�......./.,.�.I.rr� �1t4 d w • r e a BA"STAIILE, i Hownumber ...........................................................:............ ro rhea p i63q. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...........IzzPa'at...... lz.1.3&�............................................. TYPE OF CONSTRUCTION .............19 .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ..... ........ .. ..a -,n..... ............. ..... �C.Y.V Location .. ... �'?'1..�. ....... ........................................ ProposedUse ...................ls..!a......... ...... ... ............................................... ..................................0..................... ZoningDistrict ......... ................. . .........................Fire District .............d.:...V................................................... i Name of OwnZ.f... ................ ... .....0 ... .. � `a: ...Address ................................. Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ................................................... ............................... Numberof Rooms ..................................................................Foundation .................. ........,...0—.............................................. Exterior �............0............................Roofing ................. .......................................... .Interior ..........Floors ......................... ... . ... .....................:.................. .................. ........................................................ Heating ..................................................................................Plumbing .................................................................................. O Fireplace ..................................................................................Approximate Cost ......... ...v.. Definitive Plan Approved by Planning Board ------------------------------19___-___. Area .....! 2 ..... ................. Diagram of Lot and Building with Dimensions Fee ....... ..�.. ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH ^ / I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................... Chiotellis D _r. Philip 185 12 No .21338 Pe-u'�it for ....coal-shed........ `s .........Aeeessery..to-dWelli�..V Location .. .. ' 7�a9 Soy••P�ain..s�.,....... ...... t .....Cerl.tervi1}.e. .......................... ...... Owner ...Dr•,, •P-hilip..Chi©tellis. .............. -- Type of Construction ............................................................................... v Plot ........................ Lot ................................ 4 Permit. Granted .......................June..4...19 79 . i Date of Inspection ................ 'X .......19 Date Completed ... .. ... PERMIT REFUSED ........................................................ .... 19 , - .. ',,• ...................:r...%........................................................ ........................................................................ r ....................................... .................................... / / •' Approved.......:............................. ..:. ... 19 ..........................................................,..' �:. ...........,.. ......... ..... ............................................r. ... 4 or) Map,", m / Parcel Permit# -'T 3 Ouse# Date Issued - ' Board of Health(3rd floor)(8:15 -9:30/1:00- ) �� � ee � ` Conservation Office(4th floor)(8:30-9:30/1:00-2:00) - 4IZ Planning Dept.(1st floor/School Admin. Bldg.) P� o- fC cv r^"C �1HE Definitive Plan Apyxuxtd by Planning Board E 19 SEPTIC SYSTEM BALLED IN C®t r TOWN OF-BARNSTA . JITH TITLE Eon Building?ermit Application Project Street Address I� -Sr. 2� Village 1 'FAI1W(1 L ..Owner C AIIJE, , ii;F_Y F EApeel Address ' LA<E0oon'bQ.�l,.ILQ2R_P 4 b3'aw7 Telephone 17- Permit Request .First Floor square feet Second Floor square feet Construction Type I N 'COCA Q® a(A AJ 1 rF �)W r M Ik i O G Too, Estimated Project Cost $ 3,23,1 C�a c 0 . Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) r Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New j r� Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ,C fool(size) Ll Attached(size) ❑Barn(size) ❑None ❑Shed(size) _ ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review#, Current Use Proposed Use Builder Information Name It,L11:4� Telephone Number 34 to- 59-Y Address 1G5rl rL.ANfaf12S D , License# 0 39 ? 4A o (� f Home Improvement Contractor# /0�3 yo Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE al� BUIIL}D�ING PERMId DENIED FOR THE FOLLOWING REASON(S) u:� FOR OFFICIAL USE ONLY _ ,PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS - ,' VILLAGE, OWNER yr DATE OF INSPECTION: FOUNDATION ✓ U DG �� r t - FRAME i INSULATION f FIREPLACE , ELECTRICAL: ! ROUGH FINAL. PLUMBING: ROW H: FINAL GAS:' ROUGH ' FINAL - FINAL BUILDING DATE CLOSED OUT `ASSOCIATION PLAN NO. s.w--...m..e.��..!�.+.K.,..�.n!.earxeo5m•- o,.erw.r...-,..w'.r!ar�w..!�..... ....«.,-. .-f,.. ...,-.,.....W .......m,......,...,m....,,......-.:.�..,..,.......r._... .....v....,.,..:.�!'�-,'.9.t�,..,.'�.e�.5�,� a DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE 7 1, -xiiri j Number: Expires: f Restricted To: BB F JASON E WARD r it 181 FLANDERS RD Otsw WESTBORO, MA 01881 ` ✓/fY 1!ulll//ti,Ill[Y'U III (`..I[![JJ({t'IllJtt�J _ ,� HOME IMPROVEMENT CONTRACTORi fps` Registration 123408 ; ` i Type - PRIVATE CORPORATION j Expiration 02/13/99 ` FERRARI POOLS & PATIOS, INC. •_ JASON E. WARD � vL107 FLANDERS RD ,,•. x �.. AMNISTRATOR WESTBORO MA 01581 , ,,• -: e v. • I F t i , r i • - - t •�� }if#� I N The Commonwealth of Massachusetts Department of Industrial Accidents = VNCV o1111YVS iff8 ions 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit Now AM name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r netor and have no one workin in any capacity � %%%%%%%%%%%%%%%%%%%///% VON= VU I am an employer providing workers' compensation for my employees working on this job. company name:. 66 address. .� �Gf� ' city P I`�r STC��lZ tJ phone#: 5 - - insu an Rolicv# l t �5 `f7 ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city phone#. insurance ca oLcv#'' %/G//%�/FOE %//% camaanv name: address: . city- shone# insurance co.. » oliev#:> i Failure to secure coverage as required under Section 25A of ME 152 can lead to the imposition of criminal penalties of a fine up to'51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi der the pains and penalties of per'u that the information provided above is�true and correct Signature Date Print name Phone# J�—3��o�"��7 official use only do.not write in this area to be completed by city or town official city or town: permit/license# []Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone ii; ❑Other (revised 9/95 PJA) Yr 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 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 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 that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. 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 peimit/license number which will be used as a reference number. The affidavits may be returned io 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 Inllesduallons ._. 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 s Etigineering Dept. (3rd floor) Map _ Parcel_, 02. Permit# 0(� House# ` '7 y % 130 Date sued C��j 2� - t Fee ' �r Pl O lIr-Bldg �1HE t a��o�__ Beard 19 BARNSrABLE.- MASS. P TOWN OYBARNSTABLE E°19''�b Building Permit Application , f Project Street Address 7'�'� _!'C�u"� dh� v1 S 66V L07:5 Village cc eT" J, ( (,C5 Owner C' -+�ec. fiw's Address 7 Y 7-4 /-"0i a -S Telephone ' Permit Request c ue_ t , � • First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House . ❑Yes ❑No 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 No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name �S C4 7 a r9 u Telephone Number b f Address 1� ® i3o;K 7 License# O 3 ? 6/ Cc% 'T Home Improvement Contractor# /•�'� r� 9 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE UVi�— DATE I / / BUILDING PERMIT ddNIED.04 THE FOLLOWING REASON(S) -. - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED. MAP/PARCEL NO. ADDRESS '' VILLAGE _ r OWNER t - : DATE OF INSPECTION: FOUNDATION 4 , FRAME INSULATION FIREPLACE t 'may • � �'" , . ELECTRICAL: ROUGH FINAL "PLUMBING• ROUGH FINAL GAS:-* ROUGH FINAL ° FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 0 s4�1�0� -� a�1 oa C�o1S kl'V i 1-4� c The Town of Barnstable uma $ • Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Cr0ssrn Fax: 508-790-6230 Building Commissione { For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT 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. Type of Work- t.Cost �-- Address of Work: Owner's Name Date of Permit Application: ' I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. 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 G 142A SIGNED UNDER PENALTIES OF PERJURY I hereb apply for a permit as the agent of the owner. ate Contractor Name Registration No. OR ' The Cmmmunwealth ofatassachuselty ail •.. ,- --- 1: Dc plrrtnrutt of Industrial Acculc»ts 0lf/ceofIVFVStlgatlottS 6110 ►l'achingtun Street Boston. MaNY. 02111 Workers' Compensation Insurance Affidavit li �inint rm ititi• — ._... PI �i' --"'...•.."r'..w•"'�.... ....�._____....------ --- - - - �cati ✓ C./ 1 am a homeown r performing all work myself. I am a sole proprietor and have no one workinu in any capacity Q I am an employer providing workers' compensation for my employees working on this job. enumna • name- addi-cs�r city: nhnne##• insurance cn. nniics# ['i I am a sole proprietor, general contractor, or homeowner(circle ate) and have hired the contractors listed below who have the following workers' compensation polices: comeanv name- nddresr. i tin nhnne#• incurancc ro. nnliev# company nnmc- addresc- rite nhnne#- incurancc cn, nnlics to Attach additional sheet if necessary- ^- + -- � .ea •%r• '^' �?'�`"-.•• — " �••-''' <'' "�":'—'"' Failure to secure coverapc as required under!Seetion 25A of NIGL 152 can lead to the imposition of criminal penalties of a line up to S1.500.00 andiur unc%cars' imprisonment as well as civil penalties in the form of a STOP NVOR1:ORDER and a fiat of S100.00 a day against me. I understand.that a COP) of Misstatement may be forwarded to the Office of Im•cstigations of the DIA for coverage verification. I do herehr cerrift•matt/e /ie pants and per a/ties of perjun•that the information prodded above is true and correct. Signature Date Print name —5-0)M Phone r* Sa tfat 2 f2 ' official use unit' do not write in this area to be compacted by tits or town oinciai city or town• permitilicense# nlluildinr Department Licensing Board [� r O cheek if immediate response is required 0Seicetmen's Office F C31lc21th Department contact Person: . phone#• nUtttcr , Information and Instructions Massachusetts General Laivs chapter 152 section 25 requires all emplovers to provide workers' ciin ltensation for lorcc is defined as every person in the service or:incitlici:Undcr ally employees. As quoted from the "1a\\'�. an emp contract of hire, express or implied. oral or written. An enrplorer is defined as an individual, partnership, association. corporation or other legal entity, or any two or me 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, empioying employees. However owner of a d��ellin�s house haying not more than three apartments and who resides therein. or the occupant of the dwelling house of another who'emplovs Persoais to do maintenance , construction or repair work on such dweilin- 'i or out the arounds or building appurtenant thereto shall not because of such employment be deemed•to be an empioy MGL chapter 15? section �5 also states that ever• state or local licensing agency shall wititliold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonvealth for any ;tppiicant i�ho 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 compliance with the insurance requirements of this chanter performance of public work until acceptable evidence of been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation anc supplying company names. address and phone numbers as all affidavits 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 require. to obtain a workers' compensation policy. please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. P' be sure to full in the permit/license number which will be used as a reference number. The affidavits may be returner the Department by mail or FAX unless other arrangements have been made. The Office of Investicatioils would like to thank you in advance for you cooperation and should you have any quest: please do not hesitate to __ive us a ca11. Tlie eP a me nt s add ress. ess. telephone and fax number. The Commonwealth Of Massachusetts ' Department of Industrial Accidents Office of investigations 600 «'ashington Street Boston,Ma. 02111 fax R: (G 17) 727- 749 A4 o � D$PARTNBBT Of[PUBLIC'SAFETY k.= CONSTRUCTION SUPERVISOR LICENSE No®ber Expires: '��� ,R�stri�ted�To ;00 _DARES L CAHAULT - =193`CLANSNBLL COVE COTUIT, NA' 01635 i -7/.�aswxox+iral�.o�✓�aeaac/umelGi HOME IMPROVEMENT CONTRACTOR Registration. 1206$9. E TYpe -DBA' r ` Expiration 02/21/98 J LCAZEAULT CO J ES L, CAZEAULT ADMINISTRATOR `"31 MAIN ST t .. OSTERVILLE MA 02655. s , Y �F VE p, The Town of Barnstable • a�ctrrsreecE. • I 9ebArE AM . � Department of Health Safety and Environmental Services c Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 ' Building Commissioner For office use only 1 Permit no.r Date `t x—cl 9/ AFFIDAVIT HOME IMPROVEMENT 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 others requirements. Type of Work: ��(,fzC tJ11 (oK-e t�U/1°�7001_ Est. Cost 361 Address of Work: 7 MA 1 ly ST. , 0,PAf"1 ,11,. , c � n I Owner's Name Rrwsiv L . Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): r Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME 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 Date Owner's Name I / DIRECTIONS: {+ From Hyannis - Follow Main Street to the West End %401Rotary, Take Scudder Avenue to stop sign, and then \ take a right onto Smith Street, which turns Into CralgSo Beoch Road; At the stop Tight take l left tsN�i 1 - onto South Main Street, and house!s on the IeIQ sr749. t� t I 0 —tom _10— _ � g9.36,40 9 � rt'A x rr Locus ERf IL"lE A R'.,..spa . . .. ...... Scale., 7--ZOOOt' ............. 136. .._t919�tute-Highway _.. -_. ...�\-._..,..., - - �\ \\ \. ...... - Parcels 012 001 and 012-00 \ _.... ;' �0`' 1 ASSESSORS REF.: S�� \ t 2 ! /e u Map 1H5 .. �, _I- �3H'2o'E :Ze_ ;' . ---- - -_.,_. ' ......_ _ ----! - `\ ....... --- 1— —.-�,— -- \ - --...__.. OVERLAY DISTRICT: -- - - — N t J.. / \ 1 ................. ... '' q V AP- :elan Aquifer Protection District '•........ _ 1 FLOOD ZONE \ Zone EL , mmunity Panel�, d C o \,y 85,84' #250/ /�,i'y �tY °°e/ "..� ---// /// - p 4 r �,• Julyy Z 11992 / / ........ _14- ♦0 I 0 I FEWA Zen.LMse L.M. .. \ - i j a.Mown on FlRM Pond. ZONE: RD-1 v -- --- `S �• PROPOSED / \ /250001 Oote D .. ! '.....\ \ / �' GARAGE / rov.July 2, 1092. .. Area(min. 87,120 SF(RP00) .M♦ - Fronts a min 20, I I I B 1 III F' EAIAZorreL Wkith fmin) 1`15 I I,`.. 1 rs 1 Setbacks: _.-t2'-� l .. - ••��• ( I 1 - \A1J(EL11) �� Front 30' Side 10' �9 I \ \ i / \ stm.�i'no,..rx ♦�� / / / \` - Rear 10' OWNER: g L.%, 11 I\\ \ s•SO(WIW h ®raem * ) ____'�, /// // Ramsay E. and Merrflee Groin . .. Q __ .� _ Street E eeir 4� r / i ` / ° 4 pJ9 ........... \ 1 l , f r \\ M f � Centerville, A I , � a I� I —_ REFERENCES: / ,.o z ---- -� LC Plan 8884T , �. 15075A Plan 59 1.\ 1 G.)¢� a �- _ - Deed B000ko ok J51 Page 20 My ■■ 9 6 0.0 n { I ... ................. Legend: ,-- _ -- _ _ - er vase FEAIAZane LMss :. -.:.. _, :� � as Mwn o an FlRM Panty Ih0 f i .................�� ro�' -_ '�' / \ +' ♦ Soils Test Pit p Mleo Manhde /250001 001 D - / y" ,o roK July R 1992 - - / s if /// % /`•� t� -� -� _/ - . . - ® Gag Cate ® Catch Baffin - C. //, '� _ ® Water Gate Dram FEW)ells _- - / .. - 4 Guy ElCB/DH C -ts Bound w/Obihole A1(•11) _ 4'/ - - _i - O utility Pole - - l7 LC8 Land Court Bound Hytiront 0 58 /D Storrs Bound r r9lhafe r ® Water Cats(round) - 2 Sty W/F _ i _ i5 to ■ MHO Um Highway Bound _ Baafbouee � iiQ Q DOCldUOMB Tree- ® MonfterNq Wdl --0HW— Owhwd Wfee -115 - Eletntien Contour I Conf/erous Tres - _ e 1 _ g e o� o`� Fliver 0 Gents flood ���� o a `• i NOTES PREPARED FOR: PREPARED BY.• 717LE.• r 1 C its n \ L) The property line information shown was - Ramsay E. and Merrilee Crain Sullivan Engineering,lnc. apeSury Proposed Garage _ compiled from available record Information. t` 749 South Main Street PO Box 659 7 Parker Road A}1 Ostervilla, A MA 02655 Osterville MA 02655 2.) The topographic Information was obtained CenterWile• MA from an On the ground survey performed on- - (5W)428-,7Jts(50e)428-3115 lox (aoe)420-3994(aoe)420-3995 lax .749 South Main Street or-between 17/JAN dr 01/1=E9/08. eOPss"^ftCODst dn.t Q J.) The datum used Is NGVD '29. a fixed mean Draft: JOD Field: RRL/DWB Barnstable(Centerville) Mass. sea level datum. 4.0 _ 0 20 AO - ' Review: PS Comp.: RRLDWB DATE: October 23,2008 SCALE: 1 a_w^e to Project : 26039 Project$ C247 t.� DIRECTIONS: i From Hyannis — Follow Main Street to the West End - / take a rfght anloa5mfth Street, which tvenue to stop umeond intothan ... i i Craig Beach Road: At the atop light take o left /J - - tNo, onto.South Main Street, and house is on the left,.,#749. •+� .. \ �F�AZone C°u�a`1°ut A10(EL gel °t1 0 1 .. \\ \ � ` - Y•�? nF' - �1�1C \ t i .............. t _�_ \ � _- / - Locus Map a--- I NB _�........... \ Sc 2.000t N/ - .\..._... _ - Highway- -.., et m \StateIV ASSESSORS REF: \ \\ �` - �4Q•NAete®1919 \ \ \ - 012...- , and 0 -002 l Ut / 11.............. - ,h 0, ♦ ��, \ t \ J � Pa�reds5 1T �• ............. N ---�'----_ \--�_---_ ---�-- •5B \I „ ---s'�r`,- •.. _ _ -" N� OVERLAY DISTRICT:.. \ \ I N80 2,5 , - \ .as.`� \\ O AP let FLOOD one J(L11). B. &C e4 o / II r w Community 00160 N s5. July 1992 i, d• F e /ry III(I ! �•x '•.: \ \•. /gyp ___——— / �.` •r b p ee l/ ae°frown on FlRN Pand ONE. D-1 ; — )/�� PROPOSED / \ r/250001 00/6 0 Z R / '�..;e,' GARAGE / \ ror.July 2, 1992 Area(min.)87,120 SF(RPOD) SLAB EL. I I.5- II \ Frohta a min 20'. - I I I .it �, o - .Mal. — ( �•,O FOR- \ BB - Width (ymfn) 1�5' Setbacks: O OfF \ tt Front 30' —1?--�� \ ♦•�• // !} PR ppOFg� \tJIQ ) - - Side 10' - - •!,� I I \ \ j� /. \ su.. 1°w•.o.0 .��� - L GI/ ,\ .Rear 10' 8 I I \ ®..,�. \ / ^, ,p5�w�"`.• o OWNER: Ramsay E. and Menflee Crain 749 South Main Street / S• Centerville, MA n49 .. _ ,: ,_- REFERENCES: •' I 1 ; 1 > \' so /°.`" ...2(awetltr,g .. i:../ E LC Plan 888 4Tq 5 i / P Book J75 59 - _ R S 75 o •.I � rr B� oo Page D Book - EE �!F' Shed / / -- I :' /_;_— _— — Legend:. FEM,t Zone Uhse — r —— °� s N __ - _ as shown on FlR4 Panty ....... / / ! / —_—____— \. // ,. t awni• 11 �� WGierT Gate it .. —J ' ' `\ Mfeo Manhole rcv5t 1�1:91 / a /,/ /y ro / M Gas Gate ®. Catch Bash L, i i 4 CuyEl GBAH Ai Draln z1 \_ r '• a' IUtilit a Pale O C9 Land Court Bound,w/OrOlhols Rtr naate(round) O SB/ON Stons Bound.wIDA11hole - " Byy / /� . . ( ) ■ MM Macs Highway Bound oo.ouuao `\ —. e. - ^ - - /'`. - OF - � ,Deciduous Tree ® Monitoring wee .. o .0 —Oo w— Overhead Rtres i Eiswthm Contour t� Conirerous Tree - $t PETER 9• \ —nCML - t� \ _ a..nen Pdp,29733 r we veinstery t Hood ° t B REVISION: Add Work Limit&Drainage DATE: 10 JO 08 NOTES: PREPARED FOR: PREPARED BY: 7i7LE: =�.-------_�.,---- � Site n • 1.) The property line information shown was Ramsay E. and Mt§�rrllee Crain - -Sullivan Engineering,Inc' . CapeSury Proposed Garage compiled from available record Information. - T 749 South Main Street PO sax 659 7 Parker Rood /� Z) The topographic Information was obtained Centerville, MA Ostervlle, MA 02655 Ostervi08)lle MA 02655 I At a from an an the ground survey performed on- (508)428-M,.(50sN2s-.nt5 rm (�09).20 tee.(ssu).2o-sees fax 749 South Main Street or-between 17/JAN&01/FEB/Oa _ °�e""a°°°°`°d'°°e {, ' J.) The datum used Is NCVI7 '29, o fixed mean Bamstable(Centerville) Mass. an sea level datum. 1- i0 ` 0 20 40 Draft: JOD Field.* RRL/DWB _ Review: PS Comp.: RRLDWB DATE: SCALE: w r v1 October 23,2008 1 =40 Profisct Al 260J9 Pra)ect# C247 EXISTING OCCUPIABLE 5F: l BASEMENT TOTAL- 754 5F 15T FLOOR OCCUPIABLE 5F. 15T FLOOR MAIN: 3,076 5F •. 15T FLOOR POOLHOU5E: 141 SF 15T FLOOR BOATHOUSE: 887 SF 15T FLOOR TOTAL: 4,104 5F 2ND FLOOR OCCUPIABLE SF:: 2ND hOOR MAIN: 2,543 5F 2ND FLOOR 60ATHOU5E: 173 5F 2ND FLOOR TOTAL: 2,716 5F GRAND TOTAL: 7,574 SF 25%OF GRAND TOTAL: 1,894 5F PROPOSED OCCUPIABLE 5F: 1,261 5F Occu fable Basement 1 _ 1l 1 IIf . o .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. o .. .. .. 0 2 Occu wHe lot Floor .: :: .. • /. '' .� 0 Cataldn0 Nrchustts Iz. Cram Residence ....... 749 South Main Street Impermeable Site Centerville,MA 4. PRE-1989 IMPERMEABLE SQUARE FOOTAGE: 25%AVAILABLE FOR ALL ADDITIONS: 3,156 5F SCALE: .. DATE: ..; MAIN FOOTPRINT: 3,466 SF POST-1989 IMPERMEABLE ADDITION5: BOATHOUSE FOOTPRINT: 967:5F 4 LANDSCAPE PAVING: 1,5125E POOL,ETC. 97 SF Catalano Architects Inc. • ENTRY PORTICO: 75 SF PROPOSED DECK COVERING 7380 5F 5F PAVED DRIVEWAY: 6,602 5F Broad Street IMPERMEABLE SF AVAILABLE FOR GARAGE: 1.802 Bostonl Massachusetts02110 TOTAL: 12,622 5F PROPOSED GARAGE IMPERMEABLE 5F: 1,797 5F telephone 617-338-7447 ' facsimile 617-338-6639 ' Occupiable 2nd Floor 3 _ • t i R S Basement Gross Square Feet EXISTING BASEMENT GRO55 5F: ,' BASEMENT MAIN- 3,472 5F 1 POOLHOUSE BASEMENT- 9675F BASEMENT TOTAL- 4,439 5F EXISTING 15T FLOOR 57R055 5F: .t t 15T FLOOR MAIN: 3,466 5F 15T FLOOR POOLHOU5E: 173 5F h 15T FLOOR BOATHOUSE: 967 5F 15T FLOOR TOTAL: 4,606 5F `V EXISTING 2ND FLOOR GR055 5F: 21,10 FLOOR MAIN: 3,024 5F 2ND FLOOR BOATHOUSE: 173 SF 2ND FLOOR TOTAL: 3,197 5F . M EXISTING 3RD FLOOR GRO55 5F: 2 lot Floor• Gross 5cluare Feet 3RD FLOOR TOTAL: 1,252 SF EXISTING TOTAL: 13,494 5F �\ 25%OF GRAND TOTAL: 3,374 SF u 7 PROPOSED 15T FLR GRO55 5F: 1,649 5F f ' PR POSED 2ND FLR GROSS SF: 1.377.5F PROPOSED TOTAL: 3,0265E semis S � s"7 �.i .e-,7�µ� ®Catalano armnens Imo. 3 2nd Floor Gross 5 uare Feet Crain Residence 749 South Main Street Centerville,MA SCALF DATE A 1_ : _ • o r Catalano Architects Inc. r r k �``1p3a 1158road Street Boston,Massachusetts 02110 telephone 617-338-7447 r —� facsimile 617-338-6639 4 3rd Floor Gross 5cluare Feet L • ?0 a -------------------------------------------- ------------------ ----------- -------- ------- ------------- -------------------------------- -------- --- ------ -------------- ------------ -------- ------------ -----------------:::----------- ------ ---------------- ------------------------: - --:: --------------------------------7-- ------ ---- -------- — — : ---------------:------------------------ ------------------------�:--------:----------------:--------- ------------------------- ---- ------ -------- - ---- --- ----------- ------ ------------------- - - -- - ----------------------------- _:::: - - -- ---------------------------------------- -------------------------- --------------------- ----------------------------------------------- ----------------------- --- --- ------- -------------------------------- --------------------------- ---------- --- ----------------- ----------- ----- 7 - ------ - ------ --- --------------------------------------------------------------------- --------------------------------------------------------------------------- --- ---------------- -- ---------- --------------- ------------ ------------ -- ------ -------------- ------------------ ------- ------------------ ----- ----- -------------------- -------- ------------ ---------------------- --- - --- ------ ----------- ------- -- ------------------------ ----------- ------------ 0 0 ----- -- - -- ------ -------- ---------- ------------- ------------- ----- -:_ ------ ----- --- ------ ----- 0 7 ------ --- ------- ----- -- ------ ----- ---------- TT -------------- --- ----- --------------------- -------------- ---------- ----- --- ---------- - ---- ---- ---------- -- ---- ----- - --------- --- ------ -----:-::----------::------ ---- ---- ------ ---- --- ------- -------------------- ------------ ------------------ ------- ------ ---------------- -------- ------ ----- ------ ------- -------- -- ----------- --- ------------- ------------------ - -::::: -_:-----:------ --------------- ------ -- --------- ---- --- ----- -- ------- ------------ --------------- - - - ------- ------------------ - ---------- A- ---------------- -------- --- ------- ---------- ------ ---------------------------------- ----------------------- -------------------- -- ------------------------------- -------------- ---------------------- ---- --------------- ---------------- ---------------- - -------------------- -------- ---------------- ---------------- -------------------------------------- ------------ - --- -------- IR, ff 111 1111 HUM CRAIN GARAGE November 10,2008 Index of Drawings SFA Square Feet Calculations A2.1 Exterior Elevations(West) SF2 Square Feet Calculations A2.2 Exterior Elevations(East) Crain A2.3 Exterior Elevations(South) Residence At I First Floor Plan A3 1 Building Section(at Parking Bays) At a2 Second Floor Plan A3�2 Building Section(at Center) 749 South Main Street A,.3 Roof Plano Centerville,MA SID Foundation Plan SCALE DATE. • Catalano Architects Inc. l l5 Broad Street Boston,Masmchusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 10 v tF o ' I I t , SUUANE FEET CALCULATIONS: PRE-1989 IMPERMEABLE= 12,622 SF 25%OF 3,5 SF POST 1989IMPERMEABlE= 1,354 SF • _ ____------ --_— AVAILABLE FOR GARAGE= 1,8O2 SF PROPOSED IMPERMEABLE= 1797SF EXISTING GROSS SO.FT. 13.494 SF I / I 25%OF EXISTING= 3,374 SF / \ 1 /' PROPOSED GROSS SD.FT, 3,026 SF EXISTING OCCUPIABLE SO.FT= 7,574 SF 25%OF EXISTING= 1,894 SF I PROPOSED OCCUPIABLE= 1,261 SF Crain Residence 749 South Main Street a Centerville,MA I FIRST FLOOR PLAN SCALE: 1/4'=1'-0' DATE: Monday,November 10,2008 / i I Catalano Architects Inc. / 10/ / 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 / / I - - 9 A l L �� e I C 411 y � i / _ _. .. .... .. .... .: ::_.._ ..: SQUARE CALCULATIONS: 22 SF __________.__.._______..______---.-._=_.:__.-..y _ .________ ...;, 25%IOFPflE-1989=EAET LATI3.156 SF _______—�- _________________ yi- . r/;';' __ _ __ ___ _ / POST 1989 IMPERMEABLE= 1,354 SF -------- _ _—___ ___ _______ __-__— _ ___ ____-___ / ;,!%' AVAILABLE FOR GARAGE= 1,802 SF ----------------------- -----.__.._-__ -:._- ii PROPOSED IMPERMEABLE= 1,797 SF /;' EXISTING GROSS SD,FT, 13,494 SF 25%OF EXISTING= 3,374 SF PROPOSED GROSS SO,FT, 3.026 SF EXISTING OCCUPIABLE SO.FT= 7,574 SF 25%OF EXISTING= 1,894 SF PROPOSED OCCUPIABLE= 1.261 SF — I \ ®Catalano Nrthirectt IM. Cram Residence L I I 749 South Main Street Centerville,MA ----- - ---------- _ _ ------------ - _______- =v W=Y== :_ : _v=:-:7....:::::................:::::_-_______-___--______....-__. ------- SECOND FLOOR PLAN SCALEI/4'=1'-0' DATE:Monday.November 10,2008 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 A 1®2 • ���eo ----- ---'— SQUARE FEET CALCULATIONS: ` Z. ;�i;;'Ir;,;i;;;,•;;rr?;r;,V PRE-1989 IMPERMEABLE= 12,622 SF 25%OF POE-1989= 3.156 SF POST 19891MPERMEABLE= 1,354 SF AVAILABLE FOR GARAGE= 1,802 SF PROPOSED IMPERMEABLE= 1.797 SF —— -- - -- ---__— - 13,494 I - - --- EXISTING GROSS SD.FT._ SF 25%OF EXISTING-- 3,374 SF --- — PROPOSED GROSS SQ.FT 3.026 SF XI OCCUPIABLE 0 FT- 7574 F EXISTING OCCUPI L $ - S ' ---- ----_—_—_ _—_---_ —__—_ _—_-- "` 25%OF EXISTING= 1,894 SF r'i i 1 ------ ---- -- - `'1,/:i = PROPOSED OCCUPIABLE= 1,261 SF --'--_ --- -- O Catalano An:hh,o, . Crain Residence -_--- 749 South Main Street _— ----- Centerville,MA ROOF PLAN SCALE:174'=V-0' DATE: Monday,November 10,2008 Catalano Architects Inc. 115 Broad Street B.M.Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 A 1®3 • A00001�o 0 0 ---------------------- ---------------- -------------- -------------- ------------------------------- ----------- ----------------------------------------------------------------------------------------------------- ------------------------------------------------------=--------------------------------------------- ---------------------------------------------------------------------- ---- --------------------------- -------------------------------- ----------------------------------------- --------------------------------------------------------------------------------------------------- ------ - -- ---- ---- - -- - - ----------------------------------------------------------------------------------------------------- --- ----------------------------------------------------------------------------------------------------- -- __ __ -- - - - - --------- --- - __ _ _ - ° - ° - _ ° ° ::-------- -- ------ -- - --- ------------ ------_ __ __ - -- • =_ = _ - __ --- ------ - _ --------------------------------------------- --- ---------------------------------------- ------------------- ---- ----- -- -- --------------- ----------- ---------- --------------- --- -- - ---------------------------- ------------------------- ---A ___ _—_— �� __________________________ _ _ _ _________________ _ _ __ ^_�11111-_1111AIIIIIr�_I1I1II _ ------- _ __ __ __ ____ ___ ___ _ __ __ __— _--_ ___—___ _ ___ -__ _ -__ --- __ r -- f Lpi III � � � ®LalaWna NlNilMsllrc. 11 IL r Crain Residence j 749 South Main Street l lrlCenterville,MA i WEST ELEVATION SCALE:3/8' = 1'-0' DATE:Monday,Nmrnber 10.2008 � West Elevation SCALE: =1'-P Catalano Architects Inc. 115 Broad Street Boston, Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 A 2®l • L .4000,�e --------- ---------- -- ------------------- .......... .............. .................... ---------------- • .............. ......................------------ ............... ........................................... ................ .................--------------- ------ ----------- ....................... ............. ........... .......... .................. ------------- ------------------- ............ ------- ...... ............. 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X., Crain 01 K IM IM I Residence 749 South Main Street Centerville,MA ------------ SOUTH ELEVATION South Elevation SCALE 3/8'=V-0' DATE: Monday,November 10,2008 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 famine 617-338-6639 A 21.3 i • I I I � � I I I '40000,�e PE I --_ ___—_—_—_—_—_—_—_—_— ®Catalano ArthRetlslnc. I M1 Crain Residence — — — � - - 749 South Main Street Centerville,MA I — -------� 6U UP"""M l BUILDING SECTION ee_m e irz A,ti, a �, '.'i?3•",ti 31i<4 .'7. i 3-n +r. ,t3-"'x ::-;h-._ r.A. �/..ems//,�%/�%.... e SCALE:v2•=r-D• — DATE:Monday,November 10,2008 I 1 a. `T / Catalano Architects Inc. 115 Broad Street All, Boston,Massachusetts 02110 telephone 617-338-7d47 facsimile 617-338-6639 3.l • • I i say, a ,s� I 00,110�e 12 I — — — — ---------------- ----- -------------------- ---------— — � / — —— i„ 'I_TEREGJNiJ I < I I • ELEY.LET P! —----- _—_—_—_—_—_—_--- I I I I I I I I I I I I —_ _—_—_—_—_—_--- —1 —_—_—+S— r,+�v_•.v.an�- ni OCataWo ArdiitMalrc. I I Crain Residence 749 South Main Street I Centerville,MA I I TOsw IwWEsr Po�M1 A -—- BUILDING SECTION is w,ur 1.crr•.',4w'wh�-,\!i +1.r{ ,l`r _e^ �,�./ r -.sue- -4„r/� `�.✓ .+•' k rs,,x `fie R SCALE:� Monday, l I GPnOE nr RFw ElEy.a.v OATE: Monday,November 10,2008 i E�Er. I i �. Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 rF'-=1•;•, telephone 617-338-7447 ,r...t•, r A seEiE facsimile 617-338-6639 3®2 • s 10000�e TO.SHELF ELEV.9-6' _ \ . TO.FOOTING ELEV=G-6" TO.COLUMN BASE / ELEV=14'-2" TO.FOOTING j i / ELEV=6'6" / FOOTING ELF L ELEV=S'-0" TO.WALL T0.SLAB tA'N POIN / / / ELEV=14'-2" ELEV=10'-111/2" / / / / T0.5HELF TO.WALLLE ELEV=19-8 1/2" / ELEV=11'-g. , / (HIGH POINT) ' >wp.c.ur':s•:4m.,.._:rr.m.. / � � T0.5HELF -" \ / ELEV=11'-0" T.O.FOOTING — _ ELEV=6' ELEV=14'-2" / / FLIEos:rac�nernvw- ELEV=6'-6" •\ i4 / / / s.>ic ce.d F+unnaroN 'I ❑ P"F`ai. mri r.,or -i i / / w.,r NF-ur,rouuo u�i: __________ T.O.SHELF ' / �>m T.O.SLAB ____________ _____ ____________ o' ..\ OWTROL✓0/NT ��� ,! (LOW POINT) I / ELEV=11'-6" I 1 T.0.5HELF To. 5HELF T.O.FOOTING I I ELEV=11'-0" ELEV=11'-O" FS ELEV=5'-O" 1 T.O.WALL T0.WALL _'.. I I ELEV=14'-2' ELEV=112" T.O.WALL I I ELEV=74'-2" TO.SHELFSlabon GraEe rl ELEV=8'6"C I I IW2.1 i_W2.1 W.WF". I I Ova 2 Sind Lays .-i, �� r f , / I Ovar 6aMIL Vap )artley" i I •Owr B Paittd Gmval Bi _ o g / i i (fypleal'4ougheu[J ®CataWo arthitensinc. .I I yJ / I I I HOLE IN BLAB FOR / / Crain s ; /\ Residence 749 South Main Street T.O.SLAB I I ! / Centerville,MA HIGH POIN 1 r _________ELEV=11'-9" r____________________________ I I a I I \ FOUNDATION PLAN L ----------- rouuourn,w..0 srrn - \ SCALEa/4' = 1'0' DATE:Monday,November 10,2008 Catalano Architects Inc. 115 Broad Street Boston,Massachusens 02110 telephone 617-338-7447 facsimile 617-338-6639 S 1®® • t - 7�f A • • • r OF BARPgs TABLE • 100 FEB f M 8: 31 i 12 2/09/2008: Conservation Approval Set — -— —- -—-—-— —-—-—---—.-—-—-—-— 2/30/2008: Final Building Permit Set bEE CLNN5LEL' DE'Nl N1�" - 12 - 2x 8LLLLAR'1L5 E/'6-f..L. • - - T.O.RO11GM OFENING f 1.0.ROIION OMNIN�O Pf GK .0 OPEN 5'FCIRAGE .. 5 Lk1 ATnCFINEfNEO/LOOR / `\ I SEE LLNNECY:N D!''Nl ELEV.22'-6" T.0.STEEL BEAN .. - eLevc 22-3 C.G. �.. • _ 1 tO.ROIGN ORENRIG I —_—_—_—_ T.O.ROUOM ORNINO - i •9 - - - ®Catalana Amh''ft=Inc. j •2%'2 ECIV -GN BX-F.EL _i. - .. - Crain Garage - . CEOAR"INBLRPCS`S.NCiTIED'ti - - F,Er4J'vE - - I - E O.-TONE I . I ' T.LEV.14.2 III 749 South Main Street Centerville,MA PARKING BAY swrsrxl s/B•'TTtN I I 'B'r . . . ._._._.-._._._._._-_-_._.__._._._._ E :"B BUILDING SECTION t.O.GARAGE SLAB IOWEST Pf` E I _—_—-—- T.0.9MEV T.O.INNQR WALL ............ M.1r%-5 VW -- . ryl . IY:F.IZLN'AL F.ENFLP.L MLL 4 I MILL.FLLNGA'TLN IWLL K' ai - I __ GRADE Ar GEAR ' DATE:Friday,February 6,2002 . IX.1LNN5,P.Ett;NL I I Catalano Architects Inc. ' eLev. •G u2 - L0.9NEU 1 115 Broad Street - ELEV--• Boston,Massachusetts 02110 L telephone 617-338-7447 facsimile 617-338-6639 0//0/0 GroSEs Section 3ml t ' 2 ' 2/09/2068: Conservation Approval Set 12/30/2008: Final Building Permit Set _ q CWNFSILN OE�nl r NNN Rf:(,'F. � �• —_ _ -__ —_—_—_—_—_ T.D.6rEEL SEAM - A —-—-— ELlV-323/ _---_---_ .tuwn_GNcrvilNG- 1 A•. 1 \1 I • 4 HeL*xhx'/APL5`LN KYUNL ! _ -' ftLal . - - Nf:"E:CGNFIEN IN}72NELTA2 - \ - I ' . - - _ INZPNEDI LP:39/'S� _ 1-Y P2P.MID TtS'L El PP.M/EL (2)3I4µPywLXD(JL55!'"fin • I FA0.b LVRAP1x5.'TES.AND I . i I 5'1A5.'T:FLLL Dk.FT I L WALL O 1 .--------- n JIAT.OIA BfE 'Z ':_I'"0 Fi'"C.0 QEAY.f9ENPJG - - 1 1 - I --—-—-—-—- 1 1.Pll(y - . .f:.ENRY Of:L9,'f:. _ ____ 1 I &V: 5n•x'n5•'i15Llr•-oanornn - - L�(Y taRie I lI GN' IN'EP.1L'(%bYb LENLLLSED WI S'24 LAfsE BY_ Gam/ ®Catalarm Ardl'tleLtel Ire. - N�y�S'�i_, I I - Ji ( LP'b qs! 9•r5• 1 iJI i ! Crain.Garage Nf/:ILNN ELtl:'d•rp I /� I I ' � 749 South Main Street r� 1 Centerville,MA . 43/ J f GARAGE SLAB rIL'A?5' �� _ _ _.—_ EIkY hL Fllt:"'6' - 'G.FINSIRDS''GNE L'N BUILDING SECTION fI L1.-,1v 91(d SLAE I _ I 1 ' I• 1 ( I i������ �� I ,,'z I SCALE:1/2" = 11-0' 1 DATE: Friday,February 6,2002 S2 t i F Catalano Architects Inc. it `--'--� 115 Broad Street ` ----------- , 2 _ Boston.Massachusetts 021 10 telephone617-338-7447 521 iacsimile617-338-6639 \ ----------� A4J o-�ro55 se�t�on 3m2- 5 AIE:U2 1-0 ICE&W'EFII 5HNfo61NP.5/ COX fFK DFPTI XRUTiN INSLIA'If:N'Y:YLLL - \ ICE 5X-D511EA 11N f.Vk➢,5/5"W%FA' `. fT:FTI(:F RUT RAJ-'TRS- PL1IW:W S11En'}IING. �^ ILYNl1¢bFK•Y-IN INhiI.L 1'lf:N"..FLLL A6FIAL'FIXANG'OIINGLIS'.B.D.(.YEK _ DEFII GF RJ:GF RAVERS ICE S WAER.511ELD LYEK5/5•DX9 FIK - - . PLrivf.GD 5/1kA'TIwG I - - - . i 2%5 HEAW,V#'/2'fLYWCF.DFLAES - 2x'ORl:(9RAfERtD"c'GL. I — t — — — — - i2%B/IEACER K'/'2'PLYNCW PIA'Fb \ '6 GZ a:FFERWNVLW FAN,'lF.n'AL1 \ GPENNG'6 2/09/2008: Conservation Approval Set 12/30/2008: Final Building Permit Set RAF-EK AND"IEb'ti BE FRSJJEL - c - .. FLL5N Nfl12X6 WALL (2)3WFLYW=0 G L66U PU'ES - GLI.ED AND SCRGIVED'Y:5(:1 - �� FA(E5(;P KAF EK9.'L6.AND .. ♦ A 6'L06,"L FLLL CEF`H CF WA.L S LZ aFPkF,WiNDLW FAN.'.YP A'iLLl - ��m - A5.2 .. - " LPlNINGS nSFIAL'RfXFING 5HNGLES"5 D(.VEK ICE&W'11L IIEL FAVEKG 'CDX LYEK ICE SWA'ER561ELD LVLR 9Jh•CVK fl GC 1/2514AEP.5VIRLD LYEK9/M1 W%FLn41X:D - I ` A5.3 I SiIEAlIING __ ��������� �� ��• BIIFKIIING - (2)9/4"PLYAi:W GLbSE-D'S•G.L � . i SAS`SIINGLE'G LIER- 'S CZ a,FPFJt' - 1 Cf:NINLGLSBLa NGLl .. .. 1 1 DRIP EDGE - EV-22.5'/H 1 111Y-22-8"/N A'1VE'I0HER BRALKE`5L5'ERED- _ CEfx.9.AIYE'IIIBlR BRAQE-1i16'EREG A _ GN'Y:SL05 . 2x511FADER W/'/S FriH:W ftrAl _—_�---- IL 2. F"AE8 2 a 511F:ALER W/'?PLYW'f:(D ftrDl _,L "G.Rf.LGII(XENING - I - PLh TS _ _ _ _ _ _ - . . lL.11. _._,-._. - .l 'f..IU:1 wl LPENINLf `Y lLlY-zna• . Fb-ffk%5HECX=INL 1140 MID TWICAL RxTEWOR WALL 611AF - - -OF&&Y621t Wr11 PL5rlfE - -OP<Nd AI - - DRAINAGE I'LANEAND NECAIANILALLY - MCAL E'DEJDR WALL - Fh,'ENW UPS MARC - - -'"Nt lIF'f - --Eff55Y5 E N LS lYE - DPTDN s ' - DRAwnIiL PLANE AND MECHANICALLY -' I F . FAS_CWo EM MARC - - ' - FI.V"G6WF. EN6 TIRAN SfRGX _ FI.RRwG 6 RIFS.Z'AL 61b?J!.APPRLx A •PL6rlYEL.WTYLA1'D R.Ev - -OPIION A2 'lIILR F(YYJN SLLLC 6Y C-A 5L1I KAIAPMX W - "HfCK G.S'YlFS.`Gl`15Y5'EN AFFRf:%.M1' I 5/5"'1PE%511EE"KGGK IN CEILING AND .MIX ---- V1.(X 511.1.Way.SILL FAN FLASHING 1W'H VYCGKNER'-w-ALL 111NGRVTl - VTCGRNER.°"IN6'-ALLW PEY. VYCx;1:NER6,W6�1LW FEK 'J IlANLFACL"Y..S GL VLUNES _ i f'W.A"ACIWINUMIGFE INE6, - - 'W..,ti'ALL W7NDLW GFENNGEICYN 'YP A'All WNa.W f.FENING6 i r .. .. - ' 1FLAY. LLAIGN BEV,EEN I IYEN FV LAIN 51.V,A-ALL EX EWWALLbYP 6"LC A' LL IE%EPJ1K WKL6,'Y FO. lM1 tiEN ..z . - . ICES WA'EI:SHIELD BEHIND S'Lff1:6Y6 EN .'pf :�. • - - IW S WA'EK!WHELP fle IIND S'1CW 6Y5'EN - /� - 'S(:2.C(3PER FLA511(NG .I r ®Cdtdldfro Alfh11Btl6111C. - - 2"MD,BLL!-6'i:NE GF rYL'PED f'f:K - - . 'B CZ.WFFER FLASHING - Crain Garage 1'111CK NALF.AL 5'YNE'C 6f CA I' 17HIIX NALR.AL fit'NE'Y:Br-CK FLLNDAICN 5HELF \�� FLLNDAICN SHUF _NA6'It DANPfKf 8.6 ISI F%:IWERfi I I NA5'1L DANPfKGL'FING LN a:RNERS - 749 South ll Main Street I - - Centerville,MA SLNF6r.N 5/5"17EN ANO VA OCT-S I atNFS:N 5/IY'1'EN ANCHM BLtS ".G SLAB i11G11E5P..INV.G WALL �'// I - '"UNFREfi51BLl1YLlER ` + - - _ _ _._ h ELlY-"'9' �/ _ _._ _._.- _._.-.-._._._. A l:FGLNDAIf:N WALL _�_._._._.�._._._.-.---.-.-._._____. .�._._.-.�._._.--.-.-.-.-._._ Pr '?CGN('RF.SSBLE FILLER �� _.--.-_---_-- I - ./Ei xNG W2'aB IN W2'WIWf LYLK 2"SANG ALL SECTION 1 LAYkR LYEX6 NIL.YAPGR BAFU RLY' 9 WNFACED GRIVE1 BABE r-MC -- ——— I i i wz alLr; SCALE:3/4" = 1'-0" FLLNDA'If:N WnLL.SkE S'.D r I 6''•NL 5b 6 T2L l BA X5 Will Pf.WDER -V-' �i�'�'Z AIU lFs 6.Ea l MCKS'n111 P.D" DATE: Friday,February 6,2003 ACLAtD FAb'ENlK6(!IlLIW.ANN CR I I AC--W FA5 ENERS(11UXIJANN C.K - IIGIWANN SBAYJJAF.C; __.J._._.i._._.1 IIGHNANNSBARNARD; ., GRADE A"KEAR I I - _ GRADE A'REAR - I I _ _ ELLY-sa - - - - - Catalano Architects Inc. 11IX'I.FF N'DRl WAEKf9L'1:HNG 2-11EK'LFF W DRI WAERr•FJ:CFiNG 5Y6 Oi..INS`ALLW fER,WKS - 6Y6'EN,IN6'ALLED FLR IJI#"E - r Nb11.ClINb.YFA-FGLNVX-(GN KAB - I I IW-KLC1GN5.'W..A'FCLNDAIGN SLAB - 115 Broad Street ., Boston Massachusetts 02110 Section @ Gara e Ba i I i v' facsmies i33s6639 1 DALE.3W=V-0' / Section @ Entrance M SCALE 3W=V-6" I 'LEY:61% A L.FGC"ING I 11EY-S'fY i 6'DIAN.FkRFLRAED FYG HPE �.1 .1 a 5�LNLED BY S"NN.919'(W.511G F_.: STRUCTURAL NOTE: • WHEN ATTACHING SHEATHING TO FRAMING: Bp NAILS®4'O.C.ALONG ALL PANEL EDGES Bp NAILS @ 12"O.C.IN FIELD OF PLYWOOD z STRUCTURAL DESIGN LOADS 11664%4x'/4 PD6"LPANO GIJ - 1. Dead loads 2/09/20OB: Conservation Approval Set (A)Weight of building components 1. Live loads 2/30/2008: Final Building Permit Set I1664xnx•/n rL6'Lr - (A)Typical floor—40 PSI 47 / Is6nxaxvnPT:a,.P w6 m (8) Balconies and roof decks-60 PSI- (CI Second Floor Storage—100 PSF (0)Roof snow load—25 PSF plus drift Pg=35pst;Is=1.0;Ce=1.0;Ct=1.0; f 3. Wind loads-Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, (•,. Exposure B;Importance Factor=1.0, i End Zone Wall pressure=25.7 PSF;End Zane Roof Pressures 20APSF N Int.Zone Wall pressure- 17.6 PSF;Int.Zone Roof Pressure= 14.OPSF 0 He h[ Adjustment Factor Int.Wall Ps End Zone Wall(Psfl 0' 1.00 .17.6 25.7 4 \%� (25 psf used for Design of Main Wind Force Resisting Systems) H554XnY'/4 FL5"DN 'yl ..�t0 2x'0 PJN.If AS- 2aOW1(H6' /' •�`• ; I. 6 l .,..`: •..,. ... .. 6 PC6rw Opww'3E:N • '. '. .' � l •� 1554X AY'/n IRS'DN I _ - _ (z) 16 .6' 2)2 6PC"O6 'T•A a 10 . N664Y4X'/A LXF'L LID P,LD 2Dnx IN PCS IP AND DN 3 - f. _ ..,. ....' - sLD sl I I ------------- FALL IS 5 LNE NELG% 1'6A n%• 11 4% X•/ .. .. N664YAx M M I �I Pf6 LF`i — /1664x4 X'/4 I-OL. FM LF FINSHED 6-L= I _ I. I _ - bINPSLT S'W'NWVALL I I OAP OE FCP,"AL 6Y6'2N - i J' f II664X4x'/4Ff:b-DN - I3/6• 6• a I, TY' ®Catalano lvchiteLts Irc. . NS64Y4X•M 14''T na I1 Dc nbb4X4%'/,4 ." /y _ - Crain ■A. ' PCb`LPAND ON I Pt.6'LN. I CrO�o Garage I IIE64 xn x'H - ' ( ( �6yzxarT iyt2xa I 749 South Main Street Is6n nx/nPw DN .. I Centerville,MA �. 2 2Y bFG6" ••%e PL6-ON _ _ 2 2 a(,)zx6x (6 zx6 s , plan �etal� Front Corners O- 11d1 SECOND FLOOR FRAMING SCALE:1/4' = 1'-0',3' = V-0' DATE:Friday;February 6,2009 Catalano Architects Inc. 5ecor Floor Framin BostDn'M achSttreec�o211a telephone 617-338-7447 facsimile 617-338-6539 I I . KED LF'DAK'"IIJBEK - � _ _ __ _ _-Ty __ __ ___ ______________J__-_-.__.____ ______-- _ } _ a: - - ------ ----- __::- =_ _ " - ----------- ---- -- --- ---j A -- --- ------- - - - -- - -- --- = - - - - ---- ---- -- ----- - ---- - ---------------- - -- ----- --- _:_ :_:__:: ------- -- ---- -- - _ _ : ---__-::::__ ----------- -- ----------- - - _ �----------- 2/09/2008: Conservation Approval Set -------------- _______________ __ /3 /2008. a et --_-_'------__-'_--• .- ---------#-------------------t---_--__: ::r::'---------------�----------------`-------------------�-----------------_- A::n InC Fmlr+u m Building Permit ------------- ------_---------- ----- --- - - - - 6LIIN4LEli'"L'N.AT]I ___ ___________________________________________________ ___ AITIL FINELM IBHeD MOOR _____________________________________________________________A —_ y vim-�Y v�-W-.- -.-�_.- -E-m-s- ___�V�yv� ---"_-__— i________________________ ___ __ FJil6'lNfi 11L1.6E ... o- :: .: :.: ..: :: ..: :.: :. K.f:I.GPI-SFWNSWL K.kD fF.DAP.'1NBEK 5'1LCL L NA'nl - A WALL GARAGE t 6 NAlF,AL KWU M ® 5'Y:IE uvN'nl —_ .. . - ¢Ev.n• �f— _— —FxlSawrta•Ifsbrc-— ------- ------- ------= ------- L---J ' 1 F------1--------r -------- I -- ------- • 1 WEST ELEVATION I _ YL'LG11-6AAN 5LUc Df2 B!K' - - - .. - - ®Catalano Arrhilacts Irc: ' .. - Crain Garage 749 South Main Street FSFTInL`K :PING Centerville,MA - - EXIS'ING Hf1.5E - - - ATnL RHIBHED FLED - - - — — — West &South. Elevations s SCALE:1/4" = 1'-0' KCL nl Sm N SWe DATE:Friday,February 6,2D� KFD GtiDAF•'WBEK - - ry 01 . EAIb'INfi IIfTA. - - NA'1RAL KWEK - Catalano Architects Inc. - - FXIS'1Nfr{If.LSf TA.SLAB(LOWEST rMn . R.,y. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 _ ___ __ _---- facsimile617-MB-6639 -----------^— �. I L--______________________ ________ __ _____ 2 5OUTH ELEVATIONI 2m2 SGALE:1/A- 1-0 2/09/2008: Conservation Approval Set " 2/30/2008: Final Building Permit Set - N - f't t f1HH 1 .-f-- - f _ --------- -" +-- _1 PA.' . 1V' } } CRAIN-GARAGE ©Catalano Architects Inc 'BuildingPerrhit Set December 30, 2008 Crain Garage 749 South Main Street Index of Drawings Centerville,MA L1.0-Landscape Plan " A3.1 Building Section(at Parking Bays) A3.2 Building Section(at Center) Al.1 First Floor Plazt. ». A1.2 Second Floor Plan A4.1 Wall Section A1:3 Roof Plan S1.0 Foundation lan 0,2.1 Oblique Elevations S11 Second o Fl r'Fraining.,. A2.2 Exterior Elevations(West.and South) i S1.2 Roof Framing SCALE: A2.3 Exterior.'Elevations(East) DATE: Catalano Architec ts Inc r - • .. - _ _ . . n -. - - 1.15 Broad Street - Boston,Massachusetts 02110 telephone 617-338-7447 (,� h facsimile 617-338-6639 10 / � 12/09/2008: Conservation Approval Set 2/30/2008: Final Building Permit Set / FXrEND EXISTING DRIVEWAY y _ ' ✓�/ TO GARAGE APRON 1 DIRFLTION OF ` f e - - - .• ..✓ /. - la SINIS LOPLLD STONE V //� ° \ tt / rD��45 Gam APRON t . LINE OF ROOF D / O I SQUARE FEET CALCULATIONS: OVER-HANG ABOVE / / 12.12R000H SAWN PRE 1989IMPERMEABLE= 12,622 Sf SOLIDRED CEDAR - / \ TIMBFR.NOTEHEDTO s\ c, - O 25%OF PRE1989= 3,156Sf RECEIVE BEAM5 OI/t \ , // n I _ ——— :1, ———— 1a-73/a-——`—S7/161" AVAILABL GARAGE= ,802 SF � ;. POST 19891MPERMEABLE 1,354 SF v'-o3/a /�/ } PROPOSED IMPERMEABLE= 1,797 SF la 5 3/a' i _ _ , ?III 2 1 o E /\>\ / r- )z,a /.// I EXISTING GROSS SO.FT. 13,494 SF 25%OF EXISTING= 3,374 SF PROPOSED GROSS SO.FT. 3,026 SF eta' / m' I EXISTING OCCUPIABLE SO.FT= 7,574 SF 25%OF EXISTING= 1,894 SF PROPOSED OCCUPIABLE= 1,261 SF <. �� nq •' y • <. u I• / m It r t o I - �t - 11 .Y 'I . .. ' Catalano Architects Inc. / u \ Crain Garage ° -4 749 South Main Street / I NPI� �.—Irr -- 16R ER \ ( 7 Centerville,MA TOT LINE OF ROOF OVER-H-HANGABOYE � I j FIRST FLOOR PLAN r SCALE: 1/4'=1'-0' PARLOR / \�. DATE:.. Tuesday,December 30,2008 N --- ------ �_ 1 L _,_-_—_ _ __ 5'al/16 �� 110 - -93/'� -Catalano Architects Inc. 10/ 115 Broad Street / / ' ° / _ I BNtelephone s617-338-7447 10 facsimile 617-338-6639 INDIGENOUS PLA � SEE LANDSCAPEPE PLAN PLAN o. ,// /j g f 2/09/2008: Conservation Approval Set my 12/30/2008: Final Building Permit Set __ - •'Imp ,',''','''�I,''',''';','', - \v �u ,. ' J SL. 4-, , O / r / s ------------------------------- ----------------------- ------- — I �[ ---.-_3'-s a� - ays/az-- - 3'-s3/a+ k � � ,•,. � , { `- - - 1 —� -- /// ./% ,Ill, m k _ _ __ � PRE= 891MPERME Zo,62s _ __ ? i4aZ - _ exa Laz __ i Z5%10F PRE-1989=FE - 1I3,156 SF SQUARE ET CALCULATIONS: -- - _ ===k=====__________ _ ____ __�___________________ 1,354 SF - - r T i/. AVAILABLE FOR EG RAGES i:802 SF E - r[ _ _ _ PROPOSED IMPERMEABLE= - 1,797 SF EXISTING GROSS SQ.FT, 13,494 SF 25%OF EXISTING= 3,374 SF / * PROPOSED GROSS SO.FT. 3,026 SF /r EXISTING OCCUPIABLE SQ.FT=. , 4 SF 1 25%Of EXISTING- ,89894 SF rr Ju , ---p ------=I-------=-----�� --..------ ----- --------- ---��\ i '.\/ PROPOSED OCCUPIABLE= 1.261SF // \ a3-a ve ©Catalano Architects Inc. - m I& � 1v 16RI6 Crain Garage m 111_ a ——— _� 749 South Main Street -- -_ - __' Centerville,MA ,w- _ _ _ N - / _ _ _ _ �\ - - h -- --- _ _ __ �= __ _ SECOND FLOOR PLAN - -- -- ----- - ------ ----- -- - ---- I i-B 55 'T-313AG 367/8' T-313/16 553/16" 5'-1013/16 _ 51013/16" -95/0 ,. SCALE:1/4'=V-0' DATE:Tuesday,December 30,2008 BATH Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 k - facsimile 617-338-6639 1m2 - ' .41 . i�;!if`;�;is ff�;,• ;%;:,fj. j%/j fJt/rt it 11 1�11 ! j!// /• j r r / !/i / i j jj . 2/09/2008: Conservation Approval Set �/f fJ jiJ/If ij''Jjt'i ' !(f :r;• ; I ��' r fl/; r rJ/.rf/,%%•+ : f; f�>ij.!j• 2/30/2008: Final Building Permit Set ' - ' - - - f r!f .!: S•-f r f �,:,rf /`/j/1J jj.// F - ., {. !',;/r/r/JJ/f/,��- I!%jrli;ffr�% !!;-:•!j'rr!rr/jj/J,•r%' t - - •. �. /�!ifrr`fr''%i \� / /fr r r / r 92r�'s ! f'/1'f - •,r;; ,/•, \Y �f f!= r- 1 , ire i`r/j;/j /1%ir.; ' r.; '•ir f i 1• �!/.:fJir =/t!! !r� f ,.irr{ r// rir/frjr!!'f . t - .. _ g -• :/:( 'rrf,�ilij//: `i'�/�rj.f=� !rrrrj!,' ff. ,r.. !'!'� ,,�r�,�'!r�l' � � ' fly:I . , rrf ';; �,/(fr�rrff,••f!%/ /'i1!" , /. ri _ - _ - .r/:,' f!%f(i/f�rr/ r ! J/•,i,r ! ,�'% / iJrtr 7�jr� _ . - ' irfi'rt:!fi',.Jjf � /!/,�!;'%i%��/i(;''i'' !•• ' T'X COPPER /E%/l;,tf t/r it '= i';%'i• J '!` - - • � � i NRAPPEDAPPED DIVERTER_\ .�! `- __—.... _.._.-._.._....___ _.._ :.....-._...:__:....-._.....-..: . L:.. SQUARE FEET CALCULATION : .............. •.'i.:•,%;::' J;'%/, t /, •,r/ r/,irj S r-: ��'jf, �r,•'; __.._.__,._..-.___...--.__.._..._-_..._.Q — •-- — '' !• ;:;, ::-,:•J/Jj;f%%,/ j=`.;i' /•: % j' PRE 1989IMPERMEABLE- 12,622SF - ......_.,..._.______.___—.__..__.._...__..._....,,w.._....._..............___.__........._-..-_._.._..-......._.-_-.. �.'�.:' ,.1, '. •,rfl:j!,!;'/,•'�rt=�:%=,•' 25%OF PRE-1989= 3,156SF _.....__.__—_.__.._. ....._.._._......._..__._._._......_.__.._..__.....__._. _.___._.r_.._ .. ,: .-___.__...__-__._---...._._...__:.....__....__�..._..........._—._. . . � ,. f`,.•`;`/r,f rJj'•rr�J - 1,354 SF - -- _�';F ova f!1, / i%1 f`(/r`:! AVAILABLE FOR EG RAGE 1,802 SF _ ..._.._.__ _.__..-._.____.__ PROPOSED IMPERMEABLE= 1,797SF _ ........ _....._.._.....----------- _ _._..... ,. .._._._-.__........_. ......._......._-.........__.._. —_....._........_.... - _..... ..._.._..._.__-__. .___._.-...-----.._....- EXISTING GROSS 14 SF...._.._.....--................__.._. 25/OF EXISTING 3,374SF ------------------ -- _. ....-....._...-..._. _ --_ --------.........._ _ d PROPOSED GROSS SO.FT. 3,026 SF � _........._......._...._.._......_\ i........._......__......-�...........__._...... ;. _._................._...__. �;...,:, r:' o _.....-...._:.._....:..............:.........:..............._.._..:....._.._._�,..............:.......-.....:...-..........._....._._..._ --.-._..._......._......__ ...._.....-......._..-...,.;.�, !r fr /A r r;:,;.. .. EXISTING OCCUPIABLE SO.FT= 7,574 SF 25/oOFEXISTING- 1.894SF _....._ _............_......_...................._.....-._.._......_...-....._........._..-._._ .....___..__....__.._- ......_. -...._..__........ / t• __.._......_......-..-_...._._.._.........._..-........__..............._.........._.....-......................._.................._........._:....__....-.___._....._............_.........._._-......_. J ; 1, PROPOSED OCCUPIABLE- 1,261 SF , L F %ji'f•e. .s ©Catalano Architects Inc. 9..._�.._ rain Garage fJ.. 749 South Main Street Centerville,MA _..__.__ ____ __.___ _.--.__.._...... .__._.-__..__.._........__._._.__._,`. ROOF PLAN r SCALE:1/4'=V-0' DATE: Tuesday,December 30,2008 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 t� • facsimile 617-338-6639 _:___:_:::::_:::_ -----_--:---s-_:___::::::::::::::::_:::::_:: :::::.:::::::::::::::::::::::::::::::::::::...:.:.................: :: ___:--:::::::::: - ::::::::::::::::::::::-:::::::::::::::::::::::: --------------- - r 2/09/2008: Conservation Approval Set ® 2/30/2008: Final Building Permit Set � WeSt Elevation / . . - r — - - -- - -- --- - -.--- ............ -::: c. ------------ _ . . -------------- — ---- --_. �.rEls :. ----- - :: ----------------------- OF - - - ©Catalano Aichirem Inc. • South,Elevation . - • - 'Crain Garage II 749 South Main Street Centerville,MA __-__ __________ - _ __ _ - :::_:::::::- Oblique Elevations - - F _ ____=_ ____::_-____--_-- _ :__---:___-_.------ -.- -_ -- - - - - :.._- - 020 � E ' DATES Tuesday,December 30,2008 _ - - ::- - - ---- :, ::::::::::::: -:------------ Architects Inc _:: - - -::-_= - ::. ,-::: to- - ...-------- -- - - - - - -- --------:�--- - Catalano Arch" I-- - 115 Broad Street Boston,Massachusetts 02110 I ,6*�tz 1 / s Bo telephones 617-338-7447 FS FMI ] IMN facsimile 617-338-6639 !�d - I-- - A Eaet Elevation 201 3 _ ----- - -.. _. _ -- -__ __- -- r_= ----- - ------ - -- - - _ -- __f --- - -- - - -_____ - - ___'----- - -------- - --------- ------------ ------------------------ --------------- ---------------------------- ------ --- ------------ ----- ----------- ---------- - ------- -------------------------- ,. _ `___________________________ \`____________--___-_-__--__- '_;_'___________; =t=====___________=�_______=�� --------------------- ------------------------ ________________ � � ____-----______-_=====1====_==_= �___ ------------------------ ------------- ------ ------------------- --------- --------------- ---- ----I---- --- -- 1-- __ D k�* _ -- D D D B D=__ -- - D D. _ = o _ 2/09/2008: Conservation Approval Set -_ _ -- _ ___ 0 008. Final Building Permit Set = _ _ / / ng -- =- - , 123 2 ' - — —_. __ ___ _____ __ _. __._.._ ---- ASPNALT ROOFING . - . .._ _---_ _ _ _ _ - -, yOUSE ILH AITIL FINISMEDFLOOR A - __ _____:._ _ _ _ - - - - - -- - EXISTING hI ELEV=22'-6� - ._. --_'_ - - _ _- -- -- - _________ - ____. a_--_._-__ __._____- _ _ _--__ __ __ _ _ WN RED CEDAR \ I .• ':' �r/. .. l _ � REDLEDAR iIMeER .. STUCCO I +{��j( EX5TIH TO MATCH n, n [JV`]( ':] EXISTING HOUSE urns .. NATURAL RIVER LLLLLLI STONE TO MATCH T.O.SLAB(LOWEST POINT) � ,I - ..- ��_ .' -I L _. _. - � � L%ISTING MOUSE: ELEV_n'.5" �Y -_-. . .a '+ ___ ____ _ " �: --- ---=- - ---- -� i i -- ---- ---- - L---J L---J - L—�— -------{—.� �Z WEST ELEVATION SCALE-1/41 = 11_01 ©Catalano Architects Inc, Crain Garage 749 South Main Street ASeHALTROOFINGI Centerville,MA SHINGLES TO MATCH - .EXISTING MUSE ATTIC FINISHED FLOOR -_--_--_ - . ELEV.2,E - - — — — — —— — — West &South Elevations ROUGH SAWN SOLID - ZHI tr] SCALE: 1/4' = 1-0• REDCEDARTMBERDATE:Tuesday,December 30,2008 5TUCCOTOMI ITEX15TINGHOUSE 'NANRALZIV -- -- - ' Catalano Architects Inc. STONETO MATCH -a)T�. - _ _- _ -- - - - - EXISTING MOUSE - TA.SLAB(LOWESTPOINT) _ 'l `^ _ �ELEv=u'a• _ _r�7 _ __ _ -� I __ - - - - _ 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 i I i I I I --- ————— ————— --------- — ---- ------- — ---- ----J • SOUTH.ELEVATION ---- --.---- 2m2 SCALE-1/4" = 1'-0" 12/09/2008: Conservation Approval Set 2/30/2008: final Building Permit Set n - k FOLD LINES STANDING SEAM - COPPER ROOF D I 0 ___________________ �I -------------------------- ------------------------- ----------------- s -- -- --.... -------------------- - _ ... ___ . - •_ - - -- ' ® I _ - __ _____ __ I -____ _ ____ _`__. ._._ ___ _____ ___ __ ____.__ ING __ _.__. i-____ _-_ __ _.____ ASPNALTROO MAT - __________________ CH ______________________ ________________-______________________________._____-___________-__________________________-__-__.--__-_-.,_______________________- ( ) • _ _ _______________________________�____________________________. _ _ _. I. (py,) "__'___'________"____ EXISTING HOUSE _______________ ____________ _ __ _ _ _ _ _ __ <_________ ___________ _______________________________ _______________________ _____ ___________________________________________________________________________ r. ___ __ __ _ _ - __ _ __- _ __ -__. __ ___._.__.__-_ __ y.______. __ ____ _ ___ ___ --_ rr�� rr--ii —fir— ----TIn��--- ___ I-I__. ____._ __ ___._____ � ____I•v _ r-I _ ___ f� ._. _ H • --------------------- AMC FINISHED FLOOR A —IJ-— —d— tl— STUCCO TO MATCH .. - •� • ® �__i__! � I � .�� � LYJOTING MOUSE C ) NATURAL RIVER STONE•rl _ ._ __ _ — l Tr f. _ L I —.15TI.O MATCH T.O.SLAB(HIGHEST POINT),♦, EXISTING HOUSE ©Catalano Architects Inc. ———————————————————————————-------------=----------------- i --- Crain Garage r --- --- - - - -- -- -- I - - ----- -- --- ------ — ---I— — --- ——— --- ———— -- -- ----- ——— --- ——— ————— South Main Street • L --- ------- J --- — — --------- --- ------- --- — -- ---- ------- ------ I � 749 -------�------ ---- ------ --- ------ -- Centerville,MA w � we5T ELEVATION East Elevation 5CALE:1/411 = .11_0.1. SCALE: 1/4• = 1'-0' DATE:Tuesday,December 30,2008 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 2m3 . i 12 12/09/2008: Conservation Approval Set _ __ _—_—_—_—_—_—;—___—_—_-—_ ELEYT36L3EAM 12/30/2008. Final Building Permit Set 12 ew W16x406TEEL 6EAM. 0pFk9T fRu^ SEECONNECTION DETAIL 6h lG O C. 12 .. �' V � �6K�-_ •2x6LOLLAR PI-5®16"OL.- - _ " `T.O.ROUGH-1°OPENING E0 PfU' T.O.ROUGH OPENING - / KNEE WALL IN FOREGROUND 2 x 6'S 5I5TERE0 ONTO OPEN STORAGE.. - TJI'S 1112 CO ATTIC FINI6HED FLOOR ,� 5EL NNECTION DETAIL ELEV.22'6" ELEV.22'-3" t t 1 1 1 1 1. 1 ,4"TJI IIOml6"O.C. - 14TJI110®16"O.C. `1 N - 't� _ T. ROUGH OPENINGELEVO2030PE .ELEV.19'.111/2" NING O. . A i - - ©Catalano Architects Inc: 12x1250LIDROUGH5AWNRED Crain Garage .LLDAK nM6ER P05TS.NOTCHED TO RECEIVE:SEAMS - - - - - .• . - 3 / ELEV.14._2. f'. 749 South Main Street i Centerville,MA -PARKING BAY �+• ' - __ T.O.SLAB HIGHE OI - SLOPE GARAGE SLAG t/4"/FT _ ___ ___ ST P NT)A ` _.__.__.__._.........._------------------- SLAP _.__._._ i ELEV.11•_y, tO.GARAGE (LOWEST Pry — �, _ .__ _ _ _ _ BUILDING SECTION ELEV.II'-3. - .T.O.INNER WALL 1%/.�V' �1 4^ .E' `5e°c �tl..Y.'4 c+`ij°rL qYl d$t6 $ v �pjl"<�� �(.<\y �(\q�Y`'V� �.- •%��� " I - I ELEV.IO.5 I/4" \lti1' .11 f N SCALE:1/2'= -0' h � - HORIZONTALREINFOP.LE I 1 .( ,e'. •Ij ` - TIES INTO FOUNDATION IVALL AT ,J YYYY/\\� • GRADE AT REAR '/ '�Y 1 / ELEv.Da' DATE:Tuesday,December 30,2008 COLUMNS,BEYOND �y V• / \ ,��y C ,�\. !� ,C�\ T " Y/ . •� f � ��'\�„ �'�'\,V' \v/ //TO SHELF �* �\ T.O.FOOTING �\�\i C\V' \l> \ (F •'".�� /4�� Catalano Architects Inc. 115 Broad Street BoMassachusetts stun, 021 10 telephone 617-338-7447 A T.O.SHELF facsimile 617-338-6639 4ro55 Section I 52,3 z 12%09/2008: Conservation Approval Set ` \ L To.STE'-W 36'-EIEV= 3" 12/30/2008: final Building Permit Set _ I 0� WI8X40 STEEL 0 3EAM-51 E + MAIN ROOF: -1� �h@, CON NECfION DETNLSTEEL 9EAM - ELEV=33'-91/3• —�- �4 1,6 TO.ROUGH OPENING - I - --------- \. I --_---_---__ ELEV-32-3/W' ' H554 X 4 X 114 P05T ON,.OLYOND - 1 ' NOTL CONFIRM INTERMEDIATE 1 \ \ I - 12 ' i - -� . IN rERMEDIATE ROOF: D O4 _ - .. I 116 RAFTER AND TIES TO BE FRAMED r . FLUSH. 2X6 WALI.STUDS. (2)3/4"PLYIVOOD GUSSET PLAT ES _ GLUED AND SCREWED TO 3071-1FME5 OF _. K5.TIES.AND 5TUD5.TO FULL DEPTH OF WALL , 2� t al �TJIIIOVI"O.L. CLEAR OPENING I_ _ IO.ROUGH OPENING TO,ENTRY DOOR R.O. ,L —-— — — GLEN-19-il I/2" �—.. L _ _ _ - 'I, ' - - TELEV_ _ - 54"X f03"1 1 5 LLIFT DSL-40-144 5CI550R LIFT(3.000 LB RATING) -- --- -- 1. d 1 GATE INTERLOCK SY57EM,TO�' h BE ENCLOSED W/STEEL CAGE,eY T\r-- ---- , _ ter\\ y>���' r i Catalano Architects Inc. �.i UP 16 RISER ®BI/16" TOT6Lla-a' Crain Garage , • C`:% \�=_,_�/ _ _I I T.O.WALL AND STONECAP TO.OUTERWALL000LUMN �— i 3 —-—- 5'•CONC.5LA.5 ON .k1 Y-r�ix' Ix1Y21 ELEV=13'-Ia' - - - 749SOUth Main Street _ �' -WW.F OVER 2'SAN LAYER OVER6MIL - i�i� VAPOR DARRIER0 KeWMPARED - CenteNllle,MA GRAVEL SASE CAL THROUGHOUT) ` I I I, 4 - - T BUILDING SECTION TO F 5HED5TONF LOW PT 7 .. GLEN-11'a' ( 1�A T. OUTER WALL to 51.A5 1 l SCALE:1/2' 1 0� I G RAPE.ATRCAP, ELEV=9-a• DATE: Tuesday,December 30,2008 / I. �_ / \ 4 -------------_ Catalano Architects Inca - 115 Broad Street -_----------: �: f » , Boston,Massachusetts02110 telephone 617-338-7447 . ELEv_5-m facsimile 617-338-6639 • L _— --R- ----- 100��e A4.1 A P'so.. rl-\ Cr000 Section 3m2 SCALE,/2" OI' Vg ASPHALT ROOFING SHINGLES T.B.D.OVER XS k 'V.S•Xl:�^ y'/ ICYNr NESPRAY-ININSULAPONTOFULL - ' r Y%xy� $ry ICE 6 WATER SHIELD OVER 3/4"COX PLYWOOD " i ASPHALT ROOFING SHIIGLES i,B.D.OVER 1>Kf/7 /� SHEATHING DEPTH OF ROOF RAFTERS i 'yam i� Y � h/ � ✓j y� ICYNI.:NE SPRAY-IN INSULATION TO FULL //Y• /K� - DEPTH OF ROOF RAFTERS - - ..y �'x'� ICE&WATER SHIELD OVER 3/4CDX PLYWOOD - / %Y f yn(y SHEATHING 2X 6 HEADER W/12'PLYWOOD FLITCH PLATES 2%10 ROOF RAFTER®16"O.C. II f - - - - - - - - - - - - - - • i./%%• - - '� f0 ROUGH OPENING .. hLEV=32-3/4" —�- 2 X B HEADER W/1/2"PLYWOOD FLITCH PLATES f' TO ROUGH OPENING 11/09/2008: Conservation Approval Set � 2/30/2008: Final Building Permit Set- RAFTER AND TIES TO BE FRAMED _ FLUSH WITH 2Y6 WALL STUDS. (2)3/4"PLYWOOD GUSSET PLATES GLUED AND SCREWED TO BOTH FACES OF RAFTEK5.TIES.AND 6- STUDS.TO FULL DEPTH OF WALL 160Z.LL.CIVINOOWPAN.TYP.ATALL --J - OPENINGSASP ICE&WATER FING SHIELD ES 34"COX - fi SHE WATER SHIELD OVER 3/4"CDX PLYri'OOD ICE&W M-K SHIELD SHINGLES TB D OVER _ - SHEATHING _ • >� `: ICE ER SHIELD OVER 3/4"CDX PLYWOOD SHEATHING (2)3/4"PLYWOOD GU55E1 m 16"O.L. - - - i -- LAST SHINGLE TO OVERLAP 160Z.COPPER BLOCK INTERMITTENTLY BI:iIVEEN RAFTC-R5 DRIP EDGE / 5/4"TRIM BOARD - �x - �_ �«- •_• - _ _ _ - - _ A T0.5UBFLOOR - A 1 TO.SUB-FLOOR YY" - - - - - - _ _ - _ (_ _ - - ,Y ELEV=22'-51/4" —�- _�DECORATIVE TIMBER BRACKET SISiERED _�-DECORATWE TIMSEP.BRACKET 5ISTERED I:I ONTO STUDS. •1 _ ONTO 5TUD5 - TYPICAL EJ RIOR WALL: ' "THREE COATS OF STUCCO,OVER METAL LAM, OVER TYNEKHOMEWRAP,OVER 5/6"COX ci �y:�Y 31/2"X14".LVL N PLYWOOD SHEATHING,TO MATCH EXISTING - HOUSE - (Iy1J�1 - M"TJI110`5 a 16"O.C. - T - 2ATES ER 4V/I!2"PLYWOOD FLRLH , h A y 1 PLATES T0.ROUGH OPENING 1 h _ _ _ _ - _ _ _ _ _ TO OUfl-'✓' ROUGH O 2d-3" PENING 1 - - - - - 2.6 HEADER IYL'PLYWOOD FL ELEV=ITCH. s - L PLATES VYCOR SILL PAN FLASHING.INSTALLED PER y VYCOK SILL PAN FLASHING,INSTALLED PER } , MANUFACTURER'S GUIDELINES, _ _ - _ �-_ 1 MANUFACTURER'S GUIDELINES, _ - - NP.AT ALL WINDOW OPENINGS ✓TYR AT ALL WINDOWOPENING5 ICYNENE SPRAY FOAM INSULATION BETWEEN - ICYNENE SPRAY FOAM INSULATION BETWEEN - STUDS AT ALL EXTERIOR WALL5.TYP. STUDS AT ALL EXTERIOR WALLS.IYP. YJ/ 1 •�rS' _ TYPICAL EXTERIOR WALL: X. THREE.COATS OVER TYVEK NOME STUCCO,OYER METAL WRAR OVER 5/8"CDXLATH. PLYWOOD SHEATHING.TO MATCH EXISTINGHOUSE _ - • - -- _ OUT5IDE FACE OF STUD TO OVERHANG -, ✓ " 5/6"X 12,EPDXY BOLE - - X\y FOUNDATION WALL BY 2' Catalano Architects Inc. •- - ' j' - - OUTSIDE FACE OF STUD TO OVERHANG - 1 A 2 THICK BLUE-STONE CAP SLOPED FOR , FOUNDATION WALL BY 2' Foamy,.DRAINAGE 11 h T.O.FOUNDATION W'P.LL - ,� TO FU ND,4TIDN WALI. Crain Garage - - _ - _ _ EDO - ELASTOMERI _ - 14,_2„ 5"CONLS.I6LON.GRADEw/hxf�W2.1a�STOMERIC FLASHING W/DRIP EDGE O FLASHING W/DRIP EDGE I -WW.F OVER 2"SAND LAYER OVER 6 MIL. $. I VAPOR BARRIER OVER 6"COMFACTED - - - GRAVEL BASE(TYPICAL THROUGHOUT) - 74 I FOUNDATION STONE 051T ON o I/ 4"HICK NATURAL To 749 South Main Street • i - - FOUNDATION SHELF UOUS I X FOUNDATION SHELF Centerville,MA 251DES - • I !®12"O.C. I/Y'COMPRE55IBLF-FILLER - - - Y.� A TO.SIAB(HIGHFST POINTI - _.__._.__.____._._.__.-__._ ,P ELEV_1I�.g, = - _ G"LONC.SLAS.ON GPADE I ON -' - 6x6W21x W21WW.F OVER 2'5AND D . "• .\ _F _ 6 RRI VER 8 WALL SECTI LOMP4CTED GRAVEL BASE(TYPICAL 12 COMPPESSB E FILLER THROUGHOUT)8 _ � M� 'V• ow. \;�\�,:..�- �s, b�"�`y�,°-�Y.'"6,�Wj� y� `P .y• }2, L'� SCALE:3/4' — V-0" FOUNDATION WALL:SEE 51.0 .. j,C — FOUNDATION WALL,SET:51.0 DATE: Tuesday,December 30,ZBBB - j GRADE AT REAR i GRADE AT REAR A, ELEV=g O _\ - - - - - - - ELEV_9-C" 1TOSTONE6HEtL�F/, - j/j�V• \'/_ _ _ �TO.MNESHELF Catalano Architects Inca z-1o1/E' 115 Broad Street Boston,Massachusetts 02110 o C telephone617-338-7447 Section @ Gara e Ba ° i� � 2'MICKTUFF'ORIWA- P 4 facslmile617-338-6639 I l.R°`.K\y' .\l•'/U'� R MFROOFING r o� -fit _ '2'THICK TUFF N'DRI WATERPt'.00FING SYSTEM INSTALLED -I S,ILLED PER 1 ' a MFRS SYSTEM.INSTALLED PER UND 5 SCALE:3/4"=1',-O" � � I i � a� � �• � INSTRUCTIONS.TYP.AT FOUNDATION WALLS I I d"o�// '� - I I Lp-,S/ �\,�� �1\ INSTRUCTIONS,TYP.AT FOUNDATION WALLS bd?o \'b \�- \ I I y - �6"DIAM PERFORATED PC I � ��•,\,� y�•--'SURROUNDED BY 6"MIN.3/8"3/H"CRUSHED • i gn✓��\" '\,\~ - • 8 T.O.FOOTING I I '�°o°Q O'�00°�°• T0.FOOTING -—N. �OR�° _ - _ - _ _ _ - --. FLEV4ol -5'.0., e Pop S• ` TO.OUTER WALL - --- ELEV=13'-10" - - - -_ T.O.FOOTING 4 TO.STONE-POINT N// �T—ELEV T-01/2" ELEV=10'-9" NOTE:APRON SLAB ze / -- s•• 10000 a/ THE APRON SLAB IS TO SLOPE IN ONE DIRECTION,AWAY FROM TO.SLAB(HIGH Pr.)= 11 D o gar 0.APRON SLAB- T.O.GRADE BEAM=. 10'-61/2" / POINT A \ ' T.O.GRADE BEAM / � ELEV=ii'0" � _ ADDITIONALLY,THE APRON FINISHED STONE 15 TO SLOPE FROM ELEV=10'-61/2" A HIGH POINT AT THE CENTER OF THE GARAGE TO A LOW POINT - ATTHEOUT I ro�S DE CORNER THE A IN E GARAGE.FOLLOWING L _ GRADE'. •T.O.OUTER CURB ^�// _ TO.SHELF \� % - ELEV=13'-10" 1. / - POINT A-AT INTERSECTION WITH GARAGE SLAB(POINT A),THE `/ /� ELEV=10'-51/4' TOP OF THE FINISHED STONE 15 TO CON515TENTLY=17'-21/2" T0,CURB / ACK055.LENGTH. TO.FOOTING /ry ELEV=14 2" POINT$/C-AT INTERSECTION WITH DRIVEWAY,THE TOP OF / / Allptlpofca s,Slab / / To.FOOTING 12/09/2008: Conservation Approval Set / Toth OuNelde Fau of Swda / /ELEV=5'-0"- - FINISHED STONE 15 TO SLOPE FROM A HIGH POINT(POINT B)_ / / / / - 11'-O"TO A LOW POINT(POINT C)=10'-9". TO,WALL @ GARAGE OOOR5 ay�i / /�,/ To.CURB - 12/30/2008: Final BuildingPermit Set I _ ELEV=14'-2" ELEV=10'-5 1/4" /e / / T.O.APRON SLAB / j - THE ADDITIONAL SLOPE SHOULD BE CREATED IN THE MUDSET. / , T.O.SHELF O.STONE-POINT / / / POINT A / ELEV=8'-6" 'ELEV=I7'U" - ELEV-11 TO SLAB _ ELEV=1NE POINT 2 EL FOOTING 3 2 17 51W v4/ , / co / / HIGH POINT .ELEV=10'-9 ELEV-7-01/2' 10 F° \ ,` ELEV=11'-9"). // tc\—�EL 2.7 Foot Awav rro,a Pe / aa EV-70 61/2 II / _� - r-I FACIOF STUO,OVCRNANGS I- N / \ I CD FACIE OFB FOUNDATION TO.TO.OUTER WALL - &'4' i 4" �\\\ H7 / WALI.BY2'ATALL L CA TO.OUTER CURB W/STONE 5URROUND ELEV-1ER CUP" 1 z__( ; -� - -Ts3/I_;_/ Lif \ie•- TO.OUTER CURB •hi \ sv ELEV=13'-10" _ _ _ _ _ _ _ / z/n6„ w : � - - - - /.j ELEV 13 10 / J �0. .\ /•, N / TO.GARAGE SLAB ml ___ ---_ ---- T.O.INNER SHELF - LOWPOIN ( n I TO.SHELF ELEV=11 3' ELEV=10'-5 1/4" T.O.APRON SLAB- S _1,,0.FOOTING. T0.INNER CURB ELEV= O V 1'-0'.' o ws - - 1s„ .. a I, \\ 07 / T.O.CURB ELEV-5-0" _ ELEV=74'-2„ .h-I �\ / =14-2 \ / \ \ ELEV TO.CURB T.O.FOOTING - ds % 2//� :1—• — /'( 91��7 - ELEV=14'-2" - ELEV=T-O 1/2" m / /'�@ne,•/ y6 s/a' I \ i 6 / , I. - / / * - - 1 `�< T.O.SLAB SHELF @ ENTRY' . TO STONE SHELF F- 2.1 - r 3'-�i / / _1 -4 b/ \�:�f\ j/�t ELEV=i ELEV=8'-6" 6"Con.Slab 6 Grade w/ _ I '6x6 W21 x W21WWF B o r_ / / m . I Over Sand Layer �____----J - -- a \ v y �� --,- w \ _ �6 0'-51/4" m Over 6 Mil.Vapor Barrie[' � Over 8"compacted Gravel Base / \� 410" - A,,� - I (Typical Troughout) o a r I m r= l 62"X 116"HOLE IN iu I \ / /.• m — \ �:I. \ ¢ / t� �'(M Q. "�6 • SLAB FOR LIFT a L�`n _.L I CARMINE: G —gyp' \ / ; .. 4'-12'• ��\ , ; \ V` N 4•B• I -- ml °I p2 �% / d o GUARRACINQ r-- --- - - ---------- STRUGT AL w --T---- 1:0.SLAB ELEV=HPO9. .. �-` ---- - �� Foundation Detail @ Entry �'o �� r �`�� -- ---------------------- - ------ I SCALE:3/4" = 1b" FACE OF STUD OVERHANGS FA ICE OF - - - 43'2 B i \ _ ©Catalano Architects Inc. e"FOUNDATION WALL SY z'AT ALL 5 - \ - LOCATIONSW/5TONE5URROUND 21 - - - DASHEDUNEINDICAT[5 ,/ Crain Garage 1 Foundation Man EDGEOFSTONECAPASOVE / SHADED AREA INDICATES EXTENT OF NATURAL RWFR /��. 749 South Main Street 5TONE'BILOWCAPTOBE Centerville,MA SET AGAINST CURB / [ ALIGNBTEPNJS�B �. . k FOUNDATION PLAN WITH OUTSIDE FACE \ N - - , _ - OF STUDS D ROUGH SAM ED TO.VESTIBULE SLAB LOW PT) / \ /mac ` - ' ELEV=10'-9 vz" / i. / SCALE:1/4' = 1 0'.3/4' = 1'0' �,- NATURALRIVER 5TONETO - \ B ETAGAINSTCURS /�$ \ / DATE:Tuesday,December 30,2008 - - --i t \ EDGE OF STONE CAP TO OVERHANG STONE 2'•' LINE OF FINISHED STUCCO Catalano Architects Inc. BELOW STONE CAP .. -- ;, 115 Broad Street i; LINE OF FINISHED WILL Boston,Massachusetts 02110 N \ \ 6 A80VESTONF.CAe/ -/ telephone 617-338-7447 T.O.VESTIBULE SLAB HIGH Pt) I' LINE OF FOUNDATION WALL facsimile 617-338-6639 ELEV=10'-10" TO GARAGE SLAB(LOW ff.) -- EL 11'-3" � / i� imo 1b/ Stone Detail @ Ent Framin Detail @Entry tJ SCALE:3/4.= 1-O q- - r SCALE:3/4" = 1'-O" 2 / - H554%4%1/4 P05T UP AND ON - a / \ STRUCTURAL DESIGN LOADS 12/09/2008: Conservation Approval Set / 4 1. Dead loads 2/30/2008:. Final Building Permit Set AP r "2xz (A) Weight of building components O/ \ \ ,6 /- / N554%4X1/4PO$TUP • 1. Live loads (A) Typical floor—40 PSF / hp 4� H554X4%114 Po5TUPAND ON (B) Balconies and roof decks-60 PSF d , _ (C) Second Floor Storage—1 OO PSF / N / / (D) Roof snow load—25 PSF plus drift Pg=35psf,Is 1 O;Ce=1:O;Ct=1.0; �. 3. Wind loads—Per Mass.Building Code and ASCE7 02;Wind Speed 120 mph, Exposure 8;Importance Factor=1.0 End Zone Wall pressure=25.7 PSF;End Zone Roof Pressure=20APSF Int.Zone Wall pressure 17.6 PSF;Int.Zone Roof Pressure= 14.OPSF He ht Adjustment Factor Int.Wall Psf) _ End Zone Wall(Psf) M 0'-30' 1.00 17.6 25.7 (25 psf used for Design of Main Wind Force Resisting Systems) - "/ b N j < • .. � 4N554%4%1/0.POST ON '/ j � t I POSTDN .. _2x 10 RIM JOIST_ BS 1B__.C. __— I _RM JOIST 2 e, S LIFE S _ 'LF FOR5HETO - l H554%4X1/4 P05i DN 6� / i t - (2) x6 05T N 2)26P0 6' GUARRACINO TpH 1'TJI a 1 .L. /' Q V J STRUCTURAL cn. •_, •. •H554X4XV4 _ V05T UP AIJD ON I I - —_ ._^'�. ._^ No.401 ,a°T Lno ®.I5 D.C.—4x xva H ax xv4 J. — P 'c H554X4XV4 1 gl PO TDIJ PO TUP - POSTUPF.i I x2 TE BE H554X4XV4 - .—.—._.—.—.—.—.—._ WI 53 .{11~--- -3'V2"X14'LVL - .., _�I •—• •—.—•--•—•—.—.—, I\; P05T ON Avg 1 --.—.... . 1. 5 14°T IIID' _ - V..�` a VE"o.c. - ('i nalano Architects Inc - Me 195 EL AM — -H554%4%1/4 P05T ON & fi h ;a• INO ®,a D.L. rosrpiJazva T'-- - } + i µ Crain Garage 51/2 3/4 H554 X 4 E 1/4 I - POSTUPANDDN I 5 " H554X4X1/4 _ ' e 749 South Main Street L Centerville,MA ...:(3)2XH (2)2%6 POST ON -.(2)2%6 PO51'DN ° e flan to De it @Front Corners SECOND FLOOR FRAMING s - SCALE:1/4' = 1'-0%3 = I,'D° DATE:Tuesday,December 30,2008 Catalano Architects Inc. 115 Broad Street �11 SeGOnd Floor Framing Boston, telephone s617-338-7447achusetts 10 • t facsimile 617-338-6639 STRUCTURAL DESIGN LOADS 12/09/2008: Conservation Approval Set 1. Dead loads 12/30/2008: Final Building Permit Set (A Weight of building components 1. Liveloads (A) Typical floor—40 PSF (C) Balconies and roof decks-60 PSF ( ) Second Floor Storage 100 PSF (D) Roof snow load—25 PSF plus drift Pg=35psf;Is 1 OiCe 1 0 Ct.1 0; — f 3. Wind loads—Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, Exposure B;Importance Factor=1.0, j F End Zone Wall pressure=25.7 PSF;End Zone Roof Pressure=20APSF. r zJzx� Int.Zone Wall pressure= 17.6 PSF;Int.Zone Roof Pressure= 14.OPSF Height 'Adjustment Factor Int.Wall Psf) End Zone Wall(Psf) z zxr s �o: 0'-30' 1.00' 17.6 25.7 (25 psf used for Design of Main Wind Force Resisting Systems) SIMPSON TYPE"H-1- (3)2 x O 105i . SEISMIC nE5.IYP. 44, "A OF 414 • �I �, CARF-1,!_ u, GUARRACIRO .� STRUCTURAL �% e / � No.40 . •12 60 " RS. 2.t2 ROOF RAFT RS •12 ZOOF ZAM Rs 18'Oc. 10. .c. �\� `�1,..,: N ��I + H55 a Xa 81/4 " I.. �-'.^ POST DOWN 4 1___- 0 ___ ___ ________ ___. J Catalano Architects Inc. Crain Garage t •10 DOF IMZ50 8 0. 2 10 F FlER 1 # \•`\ -;{' 749 South Main Street 7'_ x 0_� ,(.i-x -�� O x , Centerville,MA 33 ..ROOF FRAMING PLAN Li y 21.10 LF 4MI11®I"O.c SCALE:1/4' = 1•-0' DATE:Tuesday,December 30,2008 Catalano Architects,Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 1m2 • TO.STONE CAP FL05H W/TOP { - 1 OF WALL AT INSIDE CURB ........ \ ` - STONE CAP TO REST UPON FOUNDATION WALL AT --� i1/4"THICK STONE OVER II/4" r-,�E 1 .• COLUMNS \ T.O.INSIDE CURB FOUNDANOhI CURB MUDS ET OVER 6'CONCRETE _ _ _ _- TA.CURO ELEV=IV- 4'-z" SIAB.SLOPED PER FOUNDATION ELEV.14'-2" • TO OUTER CURB (��M•L•L/,F{`LI:V_ id' - - PUN {{ T.O.OVIER WALL { I} T 1 ELEV. 245fT TOP OF WALL LINE OF FINISHED STONE AT MOST EXTREME SLOPE I1/4"THICK STONE(M.P.) �_ F I( OYI.R I I/4"THICK MUDSET LIIJ[OF FINISHED STONE AT I.IASi EMP.I MI.SLOPE �� I IYP'COMPRESSISLC FILLER n N 4"CONCRETE SLAB W/6x6 - YII.4xlv1.4W.W.F.OMIDHEIGHI'�\ ) T.O.FINISHED STONE I lJ m POINTS �\ h NATURAL RIVER STONE 5[T 4"CONCRETEI W/6x6' T.O.GARAGE SLAB AGAINST FOUNDATION WAIL !f� VJI.4A'JJI.4W.VJF.m MIDt1EIGHT T.O.FINISHED STONE(LOW PT.) TO GARAGE SLAB LOWEST PT TO.FINISHED STONE \ \ \ -----_-- -- LOWEST l - ELF.`/ 113' POINT A) A _ 1- - -- ELEV.11'-3",ELEV=It'-a. ( ` --- - -.-. ` _ . �TOW5115VLE STAB Pi.) ,.-,-.--.---.-.--.-.--.----- -� o(��1I.O:V dBUdLE:5LA8 HIGH PET IV-3- ELEV.10'-%' - _�,i -,� p�c0,,r��,.d G� m �'\' �V' :-- I �e 9 0 12/09/2008: ConservationA royal Set LLLV-la-91/z' T.O..APRON SLAB A �Y ,/- �i 1 e(J:°6•Y•c^ :°°y; TA.IN WALL T.O.OUTER SHELF A VY��J 6'Oo�y 4 �b `" PP '�+?'Xu 10 INIJI R WALL®SLAB __ G• p;,�T.O.SLAB SHELF T O.OUTLP.WALL®SLAB J Q, .G';"•q;.•�ey0 o'° ELLV_1a-51/4" -- ELEV TIO'-g 3/0" \\ (• ---p° r "\�nY.� _ - --- t b Ty b - I �,, L/l' �': lT' ELEV.10'-61/4" ` ELEYUTER 1/4" ELEV=10'-51/4" /' - 2$' �: i ,4,�oeCJ , °o° 'li I' j' � y /.\• j--1 --�- - � \\\ .t\\ . _ `` �\ #5 HORIZONTAL KE-BAR ATTOe i i a 3 "o I % � /\. 12/30/2008: Final Building Permit Set (2)#5 GONE®TOPAND BOTTOM »I' Y\/�\/� \ I' I\ BOTTOM,AND MIDDLE,iO TIT: \+..`� y I � a " a + ii. �w�\Yi.. / \ E'•o 1 1 I ./a:\Y"�/t`,xU `� /\ - _ = "OFOUNDATION WALLAi y 4�'' '.I O ' �,\(y� �j �U/��� - 2'TUFF N'DRI SFLRPRMFING/ "/`'� I �r 0o #5 HORIZONTA4 RE-BAR FRAM z'tUFF N'DR,I WATI:R.PPMFING I:�- \\' Y•'//`y /°\ I—I- INS,ULA'uN yx'S I`EM COLVAJNS BEYOMO 'f`Y EACH R"VFRTIf.AI., - AND INSULATION SY51F.M # ~J �' \�• \� /l�' pe' - - EACH FACE GRADE BEAM TO BEND ANDTIE •L.�b \// B.O.GRADE BEAM ,� Si, INTOWALLAT COLUMNS J J �..LONG#5 DOWEL®IB' L ELEV.9-03/B" .-i/\���E I I ya' �A --JJ_ - - - - •I / U' ��� - a VERTICALLY. y� I A5®18"VERTICAL, rp �\j \' •'(� �\�' #5110RIZ.a TOP,,BO'ROM / \ '\10�� \I.i 1 'R' 8 Z•a" S EACH FACF. - y' AND MIDPOINT,GONE' \ \) \\.e 'c.'°.L; •I k- #5®12'EA.WAY .Q; .I. #5 HORIZ mNz'O.L. / \`~ / AS SLABSLOPE$,MAINTAIN ® J` h l '; c Y 2"TUFF N'DRI WATERPROOFING - �" \/ GON5I5TLNT B.O.GRAPE BUM v ©Il AND INSULATION SYSTEM �'- ~\ ,(Y U" HEIGHT:ADJUST TOTAL DLPTN \`�V p0.(1 I' I 70 F•bb" - - _ _ 1� #5®12HORIZ, - M VI:RTICP.L BAR CONTINUOUS \I. \/lam\/„�\`� / / I' // #5618 VERTICAL, _ OF BUM FROM MAX:OF I'-5'i0 \,v I� �/ �'' ��'O°' 2"TUFF N'ORI ,°'�, ° -Y- - �i L'<- EACH FACE - FROMFOOTING.HOOK _ \ /^ �'�\\ cp'•-��' WATERPROOFING AND N HORIZONTAL REINFORCING IN o - ALTLRNATE5 DIRECTION /� EACH FACE _ MIN.OF I'-6" ��'\SC,/�\ ;�/')\.,yO�a 1, INSUUTION SYSTEM , OUTER WAILS T TIE INTO INNER ' �•-* VOLCLAY KX SWELL STOP.TYP. '\I I/I � �I 1 WALL REINFORCEMENT o H Ca;O -I* I - - VERTICAL SAK ING.HO IN0005 ll /' l\, IL I VOLLLAY RX StVLLL SrOP.M #5STIRRUPS \I' \ .Qe pop }, ALTENATE PIKECKN —�.+ •-1 ��C, �\J'F\�'/ 1 1'� \ �\�' `up�o 00 •I BOTTO 1OF AND ;r��+70 y�b J.- _ _ - - - .I ALTERNPTES DIRECTION _ __ \V\j �.` y� Av? BOTTOM OF WALI. T.O.FOOTING 1'LRPLAL BP P.CONTiN0005 EO.F0011NG AK/ /�� ,�p1�`°' ` .pe 4`b - �• a E:LLY_T-01/2 $I� '� �� —FROM FOOTING.HOOK ELEV=T-O,/2" ELEV=T-0f/2" II T' g i I-'Y' �i2! ALTERNATES DIRECTION - - ii/ ,•R8'o" g• .I VERTICAL RAP. j.°o='a�. i _ I 1'OLCUY P,X SWELL STOP,tYP. (3)A5 RI:BAR(I.ONl3L)® _ LINE OF FOUNDATION WALL AT / �jT°"° 1 z v 9' LONTNUOUS FROM _ "'O°wd�- BOTTOM OF FOOTING I _. # _ , O.o.' •__. FOOTING,NOOK - J_ - _ - ---=:i �— _(3)A5 REBAR(LONG'L) COLUMN,BEYOND �� (Y op� #- ._.� ALTERNPTES �odbop0 '-'-� BOMM OF)#5REB R(LONGL)0 OBOTRIM OF FOOTING ` .�\,-��- �,g.;s• \ DIRECTION �t gK - " t z' V-T 3/B" Z-6. f 2-g". �\ (3)#5REBAR i 5-35/B" - . _ (LONGI.)m BOTTOM OF FOOTING Section at Entry.Veetibule , 0 Section at Garage Door 3 Section at Column i SCALE3/4"=1'-0° - - - L' SCALE:3/4"=1'-O" - -SCALE:3/4"=1'-O" \�� ..t --.5/B X Iz"EPDXY BOLT OF MAA .OUTSIDE FALI OF SUP TO OVERHANG FOUNDATION WALL BY Z 2 THICK BWE-STONE CAP SLOPED FOR Posln EogAwAG[ CgFIrRjFr"Ii'n1 cE> . •• ;^ ELEY-i4 DATION W4IL - ° VARRACINO (P� � - � I ELASTOMERIC FLP.SHIIJG AT STONE CAP / g ��''••�Tp{��wy L�q X - 6"CONC KZ'S NGRADE OVE 6W2.1•W21 • ( `. / J F 0"CONC SAB ON DRAYEROVER 6 MIL. • -7- i V VAPOR BARRIER OVER&'COMPACE:D !!'� • - GRAVEL BASE(TYPICAL THROUGHOUT) • OiC ' \�V . I k/ • - ---._-.--.-.-.-/-I_ _ - - - - -•-1 TO 51 AB(HIGHEST POINT) •. t 115 �— 1l COMPRESS15LE FILLER Cal no Archltectslnc. IIrI I I wary slhaMy Zia - .0 4 TNILK NATURAL STONE T0SIT ON , OUNDATION SHELF Crain Garage 15115 VERE,AND HORIZ.UCH FACE.INNER _ I - FACE EXTENDS INTO CURB 1 -1,1 1, �•� i / I - I �- - GRADE AT REAR 49 South Main Street ELEV 9-0" #4REINFORCING I Centerville,MA BAR CONTINUOUS I I Y� - Y I ON ALL FOUR SI S r y,ELEV•B•-y y /\ . ON ALL FOUR SIDES ON ALL FOUR SIDES U� J t� I I / 1 A4 , GL. i i - j� • _. . �Foundation Details Mwais®z #a IXR1'EL5®Iz'o.c. _ � j� .p / -�,I•`_ F i ..4Oo'• 5YETLM,NSEA2'THICK LLEDPI'-R MFROOFING } INSTRUCTIONS,TYP,AT FOUNDATION WALLS SCALE:3/4" = 1�-0" --- ------ I �\ \\� S� I. ,bv4�je/ DATE: Tuesday.December 30,2008 _Y\'b/ CONTINUOUS KC-BAR FROM FOOTING. ._.� _._�._._�._._�_�=J I I O� �. -. ALTERNATE HOCK _. \ G \\ `�._._..._._._._._•_._,_r._ .. K I p BO�Jti _ 'A tO.FOOTING Catalano Architects Inc. (3)#5 HORIZ Ai 001TOM OF FOOTING 115 Broad Street #5 REINFORCING BARS �Q bP. - - - . m Iz••o.c.roPAND BorroM a 8"° a 8 'b>e - T_ _ Boston,Massachusetts 02110 T-z" z-101iz _ � F o r,,°o.a r p,TyR.�4. - A telephone 617-338-7447 - facsimile 617-338-6639 • 4 Section @ Center Bay 5 Foundation Detail,T ical SCALE:3/4"=V-0„ 2iml j TOP NAILER:a RIPPED TO FLANGE WIDTH.SECURED . W/VZ'PIA_CARRIAGE BOLTS.STAGGERED T-0'O.C. I C 5/8"HOLES FOR I/Z'BOLTS w/WASHERS, RAL T&G AOVANTECH SUBFLOOP.ING / / - 2x WOOD BLOCKING —� SECURE 2x BLOCKING • '` - AIJELS NAILED AND GLUE 2x RIPPED 70 FLANGE J I/' WIDTH 2-3/4 0 H5' I BL75 TO STRUCTUREAs PER HORIZ SIOT7E0 HOLES MANUFACTURERS INSTRUCTIONS SECURED w1PIA.LA;KIAGE 80175 STAGGERIpZ-d - > , QC, — — _(' — _14— — _lit — —1.4_ _ I — 11 — — 4— O — _ —O— _I i— —. I Q j e — — — — -O • S iSi T` 4 f5/8"MOLES FOR IfZ"BOLTS w/� (I \ \ —YlASHER551AGGEKEDO 511 EL BEAM-SEE I I I - WV'HOLES FOR VZ BOLTS w/ 1 (_14"TJI 110 JOIST _STP.ULTURAL'PIANS —19"LVL I / WA5HER55TAGGEREDO— — ' FRAMING � / In'kTk B[AM g1DM TOP PLATE- FLOOR i C. 1I_ I i FOR SIZIfJG WELDED TO COLUMN w/ — — — fI — — 1'9' —. — ''1'• Ja. n.— % 9' / IM 5HOP FILLITWELp. _ ___ — _� — — �' .r —[J.._�1 O — —Q— — ,• 114 '' 3/4 HOLES,IPI TO BOL DE OF BFAM FACE. t/9' 1 "�6"X6"XT'I:ACH SIpE FOR 5/B"DOTS SI /% \1. . NOTI ALTERNATEIED CONNICTWITH I/4' Ilf 1/2"x10k BEAM WIDttTTOP PLATE. • - "It i�'n" / % / % CONNECTION USE 6,G',U2'CAP FILLE-I'WELD IN SHOP / .� PLATE:.FIELD WI LD STEEL BEAM WELD TO COLUMN w/ - TO CAP PIATC WI I/4 FILLET WELD ON 3/4 HOLES(2 PER SIDE - OPNOUALBO.CUTTOILER: _ ) 1/4"SHOP FII LET WELD. ` THREE SIDES. FOR 12/09/2008: Conservation A royal Set ' - 3/4''PLYWOOD,CU7 TO FLANGE YJIOTH - NOTE:ALTERNATE TO BOLTED I SECURED Z-'DIA.CARRIAGE BOLTS, _ LONNLCDON-USE 6'kb'ki/2"LAP I - PY STAGGERED Z-d'O.C.. ' • I(—STEEL COLUMN� PLATE.FIELD KT:LD STEEL BEAM NOTE:SEE FRAMING PLANS FOR it TO CAP PLATE W/1/4"FILLET WELD I ; STEEL COLUMN NOTE:SEE FRAMING PLANS FOR MEMBER SIZING - ON FOUR SIDES i �.. 12/30/2008: - Final Building Permit Set MEMBER SIZING - - - NOTE:SEE FRAMING PLANS FOR - - - MEMBER SIZING - ��TYP. DETAIL OF TJI, STEEL.BEAM & LVL AT/FQORi'PICAL STEEL END BEARING DETAIL w/,.BOLT PATTERN TYPICAL STEEL BEAM TO STEEL COLUMN CONNECTION PATTERN ` �J�1n'k4"LAG SCREWS - - GLUE&NP.IL 3/4"SUBFLOOK RIPPED i0 FLANGE WIDTH $ GLUE&NAll.3/4"SUBFLOOR • T j/z•_��/P;//• ON TOP PLAii: 21 RIPPED TO FLANGE WIDTH TO J0I5T FLANGE,STEEL - SECURED w1000NTERSUNKI/Z'CI,A. TO JOIST FLANGE.STEEL 3/4"T&G AOYAIJ TECH SVAFLOORING _ rt'� - PANELS-NAILED AND GLUED CARSECURED w/LTS NTAGGERDZ,O" BEAM TQP PIATE&LVL' CARRIAGE BOLTS STAGGERED2'-0'O.C. B1 MTOPPIAfE&LVL - - TOFLOOR STRUCTURE AS PER �EACH IAGI SIDE OFLWEATAGGEKED2'-0"OC. „ 1 !� , -©� - MANUFA.C(UREK511J5TKUCTIONS� / •---..._• .-. - - _ - L3 VD�31/b3/Bx9LONG -�_ -t =�—\". • -Jill I (JOIST HANGER III��I�III (ONE FhCH SIDE) w/(3)3/4"DIA= O_ - F�I p' \- SOLIDWOODBLOCKING _ - THIRD BOLTS EACH LEG ulI �I f� n - --"'k � i-- RIPPED FROM LVL'sSEE (TYPICAL ANGLE m c SEARING DETAIL !SCUTTEEL END (.. BLOCKING AT HAIJGEP. SCLT SPAp j - BGRINGDETAILW/BOLT PATIERII" - - - ' _ o- \ 2 NG 25/B"O THRU EJLTSPe4"O.L. 1(L' WASHETHRRS(TYP)UBOI.TS w/ - / I'- _� y�y,y qe pa S - LEI/4"THICK WELDED U-MANGFi� 14i71'�OF r1'/qsn U • STEEL U'BRACKET C >' - _ SHOP WELDED TO COLUMN WITH OPTIONAL BOTTOM CUT TOI LEK S - .. ^' CUT AS REQUIRED� �3/4"PLYWOOD,CUi TO FLANGI WIDTH 1/4"FILLETWELDS(tYP) SECTION VIEW- 510E VIEW CARMINE N ` a SECUREDn/1/2 DIA.CAP.RIAGEBOLTS. - - _ GUARRACI.fV() s SECURER/12'CIA. _ - - STEEL COLUMN r SECTION VIEW 510E VIEW NOTE:ALL O i' S r - - - SHOP FILLLETWELp516"CONTIk0005" V -STRUGTU L u NOTE:SEE FRAMING PLANS FOR NOTE:SEE FRAMING PLANS FOR - STEEL PLATESroBE va° Pf( 4 4 C MEMBER SIZING MEMBER SIZING • - - - NOTE:SEE FRAMING PLANS FOR THICK - - e - MEMBER SIZING - �� �O TYPICAL TJI TO STEEL BEAM DETAIL' ��TYFICAL STEEL BEAM TO LVL FLUSH CONNECTION . TYPICAL LVL BEAM CONNECTIONS Catalano Architects Inc. STEEL - OPENING=BEA - - . r - M LVIDTH PLUS - 1 - 4. ; Crain Garage _ - - MULTIPLE-PLY - a<RIPPEDTOFIJJJGEWIDTH e LVL REAM - �-5ELURED w/COUNTER5UNKin'DIA. n -I. x - SINGLE LVL BEAM BUT7JD;NT �� 749 South Main Street CARRIAGE BOLTS STAGGERED 2'-d'O.C. _ - — — _ Centerville,MA LVL.BEAM yJ „_ I.VL BEAM may! \_ I� - \J t (4)5/8"DIA THIRD BOLTS (I� ^' „/� Structural Details 1/4".SHOP FILLET NAWELD /—/-/. - IT�STEEL"U"(II"LONG)WELDED TO ` j W/'12'•RETURN AT TOP , COLUMN w/3/I6'SHOP FILLET WELD i I - L31/Z'x3VZ'x5/16' 5VZ'LONG� 1 i-, I. i I (I)EACH SIDE w/(2)3/4"CIA. �- CUT FLANGE AND WES AS 1 _ THIRD BOLTS EACH LEG I REQUIRED ' (J "DIA_� 1 (4)31&'DIA /T 'I" © - ' - STEEL"U"(11"LONG)WELDED TO 1 SCALEA 1/2•= V-0•. - __ THRU BOLTS _ THRU BOLTS I - 1 COLUMHw/3/16"SHOP FILLETWI:I.D _ DATE:Tuesday,December 30,2008 • - — — — — — .. STEEL COLUMN - I I 'i i 14"STEEL.ANGI.I:OR - !� I �i _ I 14"STEEL ANGLE OR I - - r _ ... - 'U'BRACKET ' I � f. "U"BRACKET STEEL COLUMN - CONNECT BRACKET m NOTE;SEE FRAMING PLANS FOR - - - COLUMN w/3/16'SHOP - - . - I. FILLE7WELD - MEMBER SIZING Catalano Architects Inc. NOTE:SEE FRAMING PLANS FOR MEMBER SIZING NOTE:SEE FRAMING PLANS FOR ". - Boston, Broad Massachusetts 02110 MEMBER SIZING - - telephone 617-338-7447 facsimile 617-338-6639 ..aTYPICAL STEEL TO STEEL FLUSH CONNECTI TYPICAL LV.L TO"STEEL P05T CONNECTION TYPICAL SECTION-LVL TO STEEL COLUMN CONNECTION t 1Q1. 4 � 9 S 2m2 ( t {] i/2kldkW BASE PLATE WELD TO 1/4"STIFFENER PLATE;' COLUMN w/rr 80 TH111115 I DC w�S /16"FILLET WELD- 5 /3 1V� P I/4".FILLCT WELD (- H55 COLUMN -^ I WOOD LOCUM ,I 2 I IC WOOD POST ) l - (p�.yq, '1/2'kldkW BP.$f PLATE. !u/ 12'THRU BOLT. - ; 2X NAILER(INTERRUPT AT COLUMN) � ® (n^ d5 I WELDTOCOLUMN w/V4"FILLET v IPER 4"MO11 E COLUMN : ,� TS COLUMN 4-5/B"THRB BOLTS 2 PER 6"WIOE COLUMN 3/4"HOLES 1 I' 22 V4'W:LD TO BEAM i v w/30'FILLET WELD AT TOE _ Q ) _ I fA A / PLAN F I--�2.1 1O L2X2%i/4"WELD TO BEAM /I I I �—I-(INTERRUPT AT COLUMN . NOTE:CONTRALLET WELD 10N MUSE CONNECTION) :L5EAlA am[ ` w/3/8"FILL[ilVEL0 Ai T01: I/4"FIELD FILLETWELDAT BO EWLTS; [t y�__ AND ELIMINATE BOLTS L 1 � I / \ � STEEL BEAlA STEEL BEAM I/4"STIFFENER PLATE. WOOD BEAM) / !OTHRU 801.T / WOOD COLUMIS - BOTH SIDF-5 w/3A&FILLETW-LD —J/// i IPFR4"MOE:COLBMHJ - 12/09/2008: Conservation Approval Set WOOD P05T 2 PEK 61 OR WIPED COLUMIJ I sloE PP SIMPS?C'POST CAP ON STRONG THE ! ' 12/30/2008: Final BuildingPermit Set PLAN ELEVATION ._ - - TYPICAL WOOD P05T TO WOOD BEAM CONNECTION 11 TYPICAL WOOD P05T TO STEEL BEAM CONNECTION TYPICAL STEEL POST TO STEEL BEAM CONNECTION - - - L55U210 HANGERS- - - USE L55U210-2 HANGERS - „ rAT DOUBLE RAFTERS OR: (I)L9OANGLC5PEK SINGLERAFTER AND 2)L90 ANGLES PER DOUBLE:RAFTER \• / OPTIONAL PLATE - @^� 2)2X RIPPED TO BEAM WIDT 0.C. - \—\ 4 3/4 HOLES FOR 5/&'EXPPNSION ANLNORS f © YtC, LENGTH FOR SUP- - SECURED WITH(2) - hG- i--\ \ - E3- «- OR ANCHOLES ROTS `c f--1/ rrr FORT OF TWO ROTE.- (G�� CO UNi ERSUNKt7'THRU tl+ ffiF.LOF_ _ _ _ _ — f RO�TE.STAGGERED Z-d'O.C. Mgsn�4a, ❑ - STEEL COLUM N BASE PUTE 11/d. r 11 �� STEEL COLUMN(BEL01',� —\- \- (7( —1--(2)3/4 HOLES FOR 5/8'DOLTS 0 CARRJ16ttic G t r STEELCOLUMN _ '\—\ � WIEs405REL BIhM vS �p GUARRACINO' >. V2k7k BEAM WIDTH TOP PLATE WELD BEAM CONNECTION ON O p, POST, ALL 51DE5w/I/4"FILLET V p: I / OPTIONAL PrioN 109SU I STRUGTUR L -_<—LENGTH FOR SUP- - - \ PORT OF TWO-BEAM5 q I i y 1/4"SHOP FILLET WELD l ��L~ STEEL COLUMN - - AROUND COLUMN / V4'5HOP FILLET WELD AROUND COLUMN 'S/ / j / /I�/ 7C (4)5/&' 'EXPANSION ANCHORS W10 X;33-STEEL,BEAM / 1/� OR ANCHOR SOLrs. sTEELcaLUMN(BIfLON� /y <-3/4"NON-SHRINK GROUT - q h BASE PLATE i L TOP OF FOOTING OR FOUNDATION WALL — n x TOP PLATE ' I J 4"O H5 2 3/ BOLTS II I1 2-3/4 D H5 80LT5 I n Ar hitjt Inc. I/4 SHOP FILLCT WELD ' V4'SHOP FILLET WELD (Cara a o c ec s ' II II AROUNDLOLUMN � AROUND COLUMN H554x4xi/4"5TEEL I COLUMIJ(BELOIV) H55 4 x 4 x 1/4"5TEEL • - - I I —COLUMN(BELOM Crain Garage I' 149 South Main Street Centerville,MA TYPICAL BOTTOM AND TOP PLATE DETAILS 14 RIDGE BEAM CONNECTION AT CENTER Structural Details INSIDE FACE OF LONE,LURE SCALE:1 1/2•- 1-O•. H.55 40A/4 COLUMN _ I DATE:'Tuesday,December 30,2008 - INSIDLFALI:OFLONG.LURE - ' 1)r W/'BASE PLATE H.S.5.4x4A/4 COLUMN / EMBI DDEDANCHOR BOLTSOR --- -_-- ------ Catalano Architects Inc. �.I r EXPANSION ANCHORS m - I. pC — ------- ----- 115 Broad Street y Boston,Massachusetts 02110 MI y — _ I 3a BASE LATENw a"GING 5ru s telephone 617-338-7447 LINE OF _I_ / ,�-__ - t F PAN51OD ANCHOR BOLTS oR facsimile 617-338-6639 • ' 'XPANSION ANCHORS IA LINE OF OVERHANGING STUDS 5—OUTSIDE FACE OF CONE.LU R6 OUTSIDE FACE OF LONG.CURB _ - TYPICAL BOTTOM PLATE AT FOUNDATION WALL BOTTOM PLATE AT FOUNDATION WALL CORNER ■3 -r. _a-- r� �• '1. � - _ � � i - - a � � - A • . .f, RE - t•rye.tf! = , , _ , ' "' , . - i , , � 1 is kE ETETOR REVI EWED dl VhF �' ILDING DEPT. R lP , - .i FIRE DEPARTMENT DATE - B�TN SIGNATURES ARE REflUlRED FOR PERMITTING L . , slog - ' _ r � _ _ -- _ r' - �.-act; -� _ -.-:..,,.•.T:- � '� e_..!_� /S �t1 } ;r a ,. I ARM PER - '. .. „ . . 3'•i :ri� _ '� ::�._. . I .�,_ � Y' i `-�waoF. I ";� s'.a;as- � r.t- c• a. - r y , i I� li � if 3 t , r • ,CRAIN GARAGE a` Construction Document Set_ ©Camanuaenitects mc. _ •October 12, 2010 rs Crain Garage - Index Of Drawings 749 South Main street L1.0 Landscape Plan A4.1 .Wall Section 51.0 Foundation Plan Centerville.MA a AM First Floor Plan - A5.1 Exterior.Profile§ SI.I' Second Floor Framing A1.2 Second Floor Plan SI1 Roof Framing A5:2 Exterior Details � AU Roof Plan A53 Exterior Details 52.1 Foundation Details , 52.2 Structural Details A2.1 Exterior Elevations(North,West and South) A5.4 Miscellaneous Exterior Details $23 Structural Details • A2.2 Exterior Elevations(East) ELI First Floor Electrical Plan SCALE: A3.1 Building Section(at Parking Bays)' EL2 Second Floor Electrical Plan ' A3.2 Building Section(at Center) DATE: Tuesday October 12,2010 A3.3 Building Longitudinal Section(Expanded) Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 - telephone 617-338-7447 facsimile 617-338-6639 , t • "3 25 ® N80'3Y40'E r Y H 4 O i s �I ¢ala�g'Sv C.-M, OCatalarw Ntlritects Inc. - " s• , /�ENatlriy 7217n�f u- o•p\' ` _ — J Crain Garage _ \ 749 South Main Street Centerville,MA SITE PLAN SCALE: 1/4'=1,-0• DATE_ Tuesday October 12,2010 Catalano Architects Inc. 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 �JItP, plan facsimile617.338-6639 . _ • See Site Plan By Others For Final Grading and Site Elevations. - 5"x5 Aft. / CHASE TOyNO FLOOR C100 Qoh Setback ' Y / r � i� c' Wit. � , ' s s; 1-ice/ 1;, // j ;/ • j ' • _ - r ' . . 1 L. WEND EXISTING DRIVEWAY • ../ ` 1� /// r.•\Y/ // .t `/ ' i Y I ,. _ - TO GARAGE APRON 51M 1 •/ /,�].. POUT TYP WALL c .r. 3.5 DO.`MS / PC RTAIfiYSTEM AA • // r 5 TONE SDLNDPE FINISHED `I\ � / EXMW OF APRON / ` ` I. LINE OF ROOF ROVE t .• .., 12,12COLUMNR000H-5AVM CEDAR TIMBER 3"VENEER »/ a I "}/ / ' / t - 0 N6X6PT POST,110101EDT0 1 / ,F I / I.. / -»�````` r•�l' - I. _ ..r ` F11ECEIYE BEAMS • .P O /4 t Iy/ `. - / Y�,.` / r t I�+ t i ' •. 0• -01/Y' /.,! —.------ —————— ,• ,. �. 11 IyV, I / b ; 'I I , . . I '\ " r-o5/4•iL 8(N I _ I 11 CAWILEVERED w WWI BALCONYMOVE ♦. TO 2ND FLOOR I .. `I I I / - 1HOUR WALL/ y \\ L// I 36" 2X65TljD5 W/ t / gPE i I Bo• � EA 510 . / i9 5 I / / /Y\ '•� '\ Y\ \ \-I _ / J-cS�J Ll6PS .6 GD�RsnG G "b ,_ • °'a° •,, i 0 .I j PORIAL YSTEM p _ s• EQ ° I / 2'+-2° s:•vs - / 'trO• 'a,%r i I - - 4 r , ... a mm .... / HOUR WALItOff / . .• I. ' N \ ( 'x -2X6 5ND51W/ \ 5G/WD EA.E�E - \ $n•-e' Pf STNR TO BAL ABOVE - • . y 9 a bf —/----.------------- UP / M I I I I. I I UP IS RISER // • +_ I _ I O Catalano Architects Inc. • _ I I I I I i I ®612• / • L—,. I I I I I I rorAL:lao• -- • .. / - .$ I •.• -r « O I 1` 1 I 1 I t ® 6 N LANDING _ " r I I n Crain Garage 1-B F F i 4. -a.a_ R. ABOVE j 749 South Main Street E • i Centerville,MA / ° k FIRST FLOOR PLAN ° a r a a F i i • r SCALE: 1/4'=1'-0' x DATE: Monday January 10,2011 ° a i Catalano Architects Inc. ° ° i • 115 Broad Street ° Boston,Massachusetts 02110 ° • telephone 617-338-7447 j facsimile617-3386639 0INDIGENOUS FLANIIINCS. o V I SEE LANDWAPE PLAN r O i - ° Alml o t - ' i FLOOR FINIS":. • .. 1 �� -'\ / CARPET T • �..a . , -- _ . _ '- a n • __ __ _________________ ____ __ i; i--------------------------- y$P ALE 1 _ _ —_____-_______________________ ________ __ _ _ ________ ____________ _________ __ _ _ ____ T__ ________ ________________________ � �/G•//(g\/(ry/wG 7�, PANEL ----------------------I zw •, b r x FLOOR FINS": • - � PRE FIWS AMBOO NED B / /b1'•' 'fir,�'!!,'• ' � , I ' RIDGE LINE ABOVE __ _ _ _—_ ______J >id DOWN IG ME ,I/!;;ii'/'/', h �• ' �•t • .1 r�"a BI/la' I _ ®Catalaw Architect$Inc. ` h • L a i IT 11 GRAPE - _Crain Ga rage -=e --------- - 749 South Main Street --- -------- — — - — ----- Centerville,MA ------------ HE SECOND FLOOR PLAN ' SCALE: 1/4'=P-0' DATE: Monday January 10,2011 Catalano_Architects Inc. " • 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 Al a2 SQUARE FEET CALCULATIONS: PRE-1989 IMPEflMEABLE= 12,622 SF y'. a' ", 25%OF PRE-1989= 3,156 SF POST 1989IMPERMEABLE= 1.354 SF - t „ AVAILABLE FOR GARAGE= 1,802 SF PROPOSED IMPERMEABLE= 1797 SF EXISTING GROSS SO.FT, 13,494 SF n - t - '25%OF EXISTING= 3.374.SF s PROPOSED GROSS SO.FT: %026 SF ' EXISTING OCCUPIABLE SQ.FT= 7,574 SF 25%OF EXISTING-- 1,894SF PROPOSED OCCUPIABLE= 1.261 ®Catalano ArMitects Inc. - - ram Garage 749 South Main Street Centerville,MA • o ROOF PLAN SCALE:1/4'=V-0' DATE: Tuesday October 12,2010 Catalano Architects Inc. ^ 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 ' .facsimile 617-338-6639 • a a3l f—FOLD UNE"y STANDING SEA LOANER t t I, I" REP CEP TI A SOLID I' • _ m . + 1 RED CERAR TIMBER Ii II T6 oz COPPER 4 -: _ _ _ __ __ --- - _______ __ -- - _ - ___ __ _ _ _ __-- --- - - -_ : - -- _-__:______________________==_::I:_: - - T - - - - ----------- - -------- - - - - --- ---- - ----- --- _ ----- - - : -- - _ -- _ - - ------ - ---_-----_:: _ -- - . 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'EXISTING HOUSE - - - x a —_ — _ A717�FlWSHEDFLOOR ATTIC FINISHED North, North West & , r . IN ,21South Elevations ROUGH-S- SOUP RED CEDA TIMBER f _ STUCCO TO � ` ROUGH-SAWN I,r SCALE 1I4` 1•'O• MAT E%1811NG • RED LE MBE � � AT UOctober HOUSE . MASTUCCOH TO EXISTING TIMBER :. � •'� MATCH EXISTING DATE: Tuesday .12;2010 ' .. HOUSE' • NATURAL RIVER NATURAL RIVER caimano Architects Inc. ... .. ... .. STONE TO MATCH • STONE TO MATCH - EXISTMG HOUSE EXISTING HOUSE TO.GLAD(LOWEST POINT) ,, TO.SLABBLOWESi 115 Broad Street .—-— - - - ELEYo 1---� , < . ) Boston,Massachusetts 02110 tel hone 8-7447 PROFILED - faccsimle 617-398-6639- MOULDING W/ L _— ' ------------------a_ ----------------'� DECORATIVE 6X6 r---------- a-------------___-- ---_-- . BRACKETS I • I ' I I ----------------- ---------------------- rl ---------------------- ---------- -----� y ------------------f 3 NORTH ELEVATION j .r 2 SOUTH ELEVATION_ w i , n � p e n k n r: �t ..� ... � *�•r x . � *1 • N, T��. FOLD LINE - ' �.t � � • � `4 - M1 , - .. . . n, -... . 1 .' *, r 1 ' • - STANDING SEAM ' .. 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ELEV-12--2n --- NATURAL RIVER TO.SLAD I STONE rO MATpI' ' (H*H SCALE: 1/4'=1'-0' EXISTING HOUSE — - — -- DATE: Monday January 10,2011 GRADE ;y ------------ ------------ --- --------------- ------- - - -- -------- f ---------- -------- -------------------- ---------� yl /� i • I , • I . „ r r ' , A DORMER. -r- _ ' Catalano Architects Inc. f�1 r ( DORMER .. ` ----------- 115 Broad Street (—i------------------------------------------------ --------,------- --- — � - — Boston.Massachusetts 02110 L————————————————————— —=---------- ------ — ----------------------------------- ----------------------------------J telephane617-338-7447 ------------ ------------ - F_- ' T' , ----- I • ^ 2-G ANDERSENV005ERIE5FW05180ALFRENCHWOODOLIrOWSIG - tacsimile617.338-6639 DOOR RIGHT HINGED DOOR(ALIGN HEADWI EXISTING RO) � a 3 a . i c ' r : � 9 , 5• A nrA , x . e 12 s. r - /. ' _ " TA.STEEL BEAM , L'. ^ -EC 12 ®�O pAH%4051EEL BEAM. :,. fir SEE CONNECTION DETAIL .« '. +- •, '. 'T # 2a.,, + '.. 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ELEV. S. ' iA.RDUGLf OPENING SCALE:1/4' 1'-0' 11/2' V-C' 1i1 ram"` � �Y DATE: Tuesday October 12,2010 QD I BOLT TO1 11 ;li a Catalano Architects Inc. 08L 2=0 _ 'L ' III I Y• '. ' TA.STONE CAP 64MPSON 5/B•TTTEN :, .- lil �' i �, 115 Broad Street ANCHOR DOLTS I •" III I TA.SLAG(HIGHEST Boston,Massachusetts 02110 rA.SNELF ELv=1vABwaLL '— telephone617-338-7447 — — l I ELev=1pia/D g facslmile617-338-6639 1 l GRADE AT SIDE _l T0.9HELF 1 3 ---------------- « ' F �. - C3 ASPHALT ROOFING SHINGLES TB.D.OVER ICYNENE SPRAY-IN INSULATION TO FULL _ ICE bWA EKSHE DOVER 518'CDX FIR PLYWOOD DEPTH OF ROOF RAFTERS , - LNG • t j - . Q \ ---r - 1 DEPTH OF ROOF RAFTERS TION TO FILL W ASPHALT ROOFING SHINGLES T.B.D.OVER - - .'..... ..::j , ADJUSTABLE 16 OZ COPPER DRAIN \ I SLOPE TO DRAIN AS REQUIREo ' t CE 6 WATER SHIELD OVER 65"COX FIR - PLYWOOD SHEATHING - ♦ � � 2%TO ROOPRAFfER®16'O.0 - I - ,./'' a. .. ADJUSTABLE 16 OZ COPPER DRAIN . '' . G, SLOPE TO DRAIN AS REQUIREDOPENING r i 2X8 HEADER W/12-PLYW OD PLATES - i. ♦ • \\ 2 1 8 HEADER W/12•PLYWOOD PLATES • _____� _ T.O.ROWNOPEwNG \ , INSWING FRENCH DOOR MD) y - ' r FrDENDPANELATEAVE(SEYOND) - Z%V Pro HANDRAIL PID RAIL(EA SIDE) y -> ', • + BMW PICKET WI CUT OUTAS SHOWN• ANII �S TO E FRAMED ZXG BOTTOM RAIL W/RANT AS SHOWN I .. '.\ 1 ELL.RMnTN 2X6 WALLBSTUDS, %,Ff FF ' ___ __ GLUED PLYWOOD GUSTED PLATES GL ^ e - - \ GLUED AND SCREWED TO BOTH - - b ♦ �• —6 OF RAPIERS.TIES.AND LKING M3 STUDS.TO FULL DEPTH OF WALL - . ... - 1.5/4X6GROOVEDDE • ' \ - . ' W1IW GAP(MA)(). I y.. ')I6 CZ C0?MR WIND0W PAN. - . 110ERCLAWTC-G - I 'T• ' il'YP AT ALL OPENINGS . - GROOVED BOARD. . • .. . FASTENER •. 1 - -1, ASPHALT ROOFNG 4 - .,. • it a . _- -- - OVER _ OVER . • .. BLOCKING AT SILL :-' .. >.. , r` ' i -- - „ AS REQUIRED - L V _1 NE THI D.,f P ! 6HINGL Si.B.D ` ICE 6 WATER SHIELD 5/8"C PLYWOOD BULL/IOBE 7RIM' S A NG 'i '.' Y • CBI ,. - i 2X10 RAPIER "O.C. CONTINUOUS'MOCKING - t � •. e INTERIOR TRIM - � ' .. CB ADJUSTABLE 16 OZ CAPPER i •. 1 _ 1 T DRAINAS I e 'TA. IFLOOR - ` •i u A G-�5� - - R Wy M-DECORATIVE TIMBER LE - •• NF TJ[ND'SAi6 OL .. ti' •�• BRACKET SISTEREP •. 1602 C01'PER FLASHING 5rRUCIURAL TIMBER e. M2 ONt05ND5 - DGER ' AT y. Pf LEDGER WI 1 •k♦. 5/6"THROUGH BOLS® - ~ 2 x 8 HEADER W/t2° - ♦ 4 2x8HEADERW/12• 12"OZ.STAGGERED PLYWOOD FLRCH FLATES - _ - - -.- - - PLYWOOD. FLRCH PLATES - - TOPE^ ttlNG 1 , _.-.- - 1 - a - I • 7.0.ROWNOPENING" STRUCTUKAL TIMBER BRACKET - . / SE 4612-THROUGH BOLT TO 7 N WALL z " - 5/8'1YPE CEILING AND 51/4'X14'LK %SHEETROLK IN .. _ •. e - r SHAFT _ _ _ p •5/6'rME X SHEEIROCK IN CEILING AND -" .: - -"�' •, '• WCOR SILL PAN FLASHING WITH GCORNERS.A .• ♦r HAFT INSTALLED PERMANUF UIDEL - A - . - x TYP AT ALL WINDOW OPENINGS 1 'r' • _ _ AC(URER'S INES. 5 . • PROVIDE BLOCKING AS • - + . REQUIRED At BRACKET A AG VVCOR SILL PAN FLAMUNG WITH VYCARNERS.INSTALLED PER _ ICYNENE SPRAY FOAM INSULATION BETWEEN - - � t FAALLRERR IDELI G6� TYP.AT ALL WI OPENI • - STUDS AT ALL IXIERIOR WALLS.M, w - - 1 ILYNEHE SPRAY FOAM • ICE 6tYATER SHIELD BEHND STUCCO SYSTEM • INSULATION BETWEEN STUDS AT + ALL EXTERIOR WALLS.IYP. t " ASPHALT ROOFING SHwA.ES T.B.D.OVER. CEb WATER SHIELD OVER 6/8"COX FIR- - HOME SLICKER STONE 6STUCCO NOUSEWRAP . _ ILE6 WATER SHIELD BEHIND PLYWOOD SHEATHING ♦ —�12"DUKOQC. f STUCCO 5Y5TEM. - ' + - ICYNENE SPRAY-IN INSULATION TO CULL B-GOAT STUCCO SYSTEM 'j,'. DEPTH OF ROOF RAFTERS a.. "' _ _ f _ , HOME SLICKER STONE 6' - ADJUSTABLE1607COPPERDRAIN ,. 6ENJAMIN MOORE AURA WATERBORNE I -STUCCO SEWRAP '• m©(,B(yIBBp ArchitBCI511Tc. OM ' _ 3{OA1671XLA SYSTEM • IXaSLOP HODERW/Vmw As REQIAR O FIAT FINISH PAINT OR EQUAL Crain Garage 2%B HEADER W/12'PLYN/000 PLATES I / • .. .. FLAT FINISH11MO RE AURA09 EQUAL y. 1602 COPPER FLASHVIG F I BENJAMIN MODRE AVRA WATERBORIIEr F 2-THICK 5LUE-STONE CAP SLOPED FOR . - POSITIVE DRAINAGE _ I - ` 4•iHX;K NATURAL STONETO SR ON 160ZCOPPERFALSTNE- -/p {, FOUNDATION SHELF' - - I ♦ FOUNDATION SHELF BTONE TO SR ON CMU "/y9 SOUtII Main Sheet - MASTIC DAMP-PROOFING ON CORNERSCenterville,MA .. 4 " - MASTIC DAMP-PROOFING ON CORNERS'. :� • c i C ".; :: SIMPSON 5/8•TITEN ANCHOR BOLTS SIMPSON 5/8"TREN ANCHOR BOLTS._ -. • , + T.O.SLAB(HIGHEST t"COMPRESSIBLE pot R.O.WALL • _ _ .-_ ,_,-,__- TO.FOUNDA710N WALL `WALL SECTION ---_•- - - -.-•-.-.-•-.-.-•--_ 6"CONC.SLAB ON GRADE ; t2•COMPRESSIBLEFILLER _ /6z6W2.1xVfLIWW.F OVER YSAND TOYER OVER �. 4: 'd-^a I I 6- o M'Q •d °' • /YPIGABn RIER)COVELr B"COMPALIEO GRAVEL -. I MORTAR NET >, o p���p'C�i: p � :p���-p,, I I ( LED �Q7ZJ,�� TZ 'o>? I 'eD: >?:U"° !eA.. B 1$•15"^ tl;? MORTARNET. 1, 2010 T p • y),�{wy' j FOUNDATION WALL SEE 510 Y r I FOUNDATION WALL:SEE 61.0 v y October 12,GO1 0 / DATE: Tuesday STAINLESS STEEL TIE5ACKS WITH PONDER ACTUATED STEEL ERR(ECKM N POWDER ACTUATED FASTENERS I1ECI(MANN OR P HOHACTUATEDNN FASTENERS(HECKMANN OR �' I HOHMANN 6 BARNARD)( 1 HOHMANN b BARNARO) � _._.�I-._.:._._.i INTERIOR GVPSUM WALL BOARD WI I I ' •. .. GRADE AT REAR I - i t I GRADE AT REAR . 2 COAT PLASTER FINISH �, _ _ _ - - ELEV_6'-0" - I I I - - - - - - -' ELEV.9'�' Catalano Architects Inc. ICYNENE SPRAY FOAM INSULATION BETWEEN - 2W STUDS AT ALL UMPIOR WALLS.TYP. 5/8•CPXPLYWOODSHEATHING I j I I 115 Broad Street CONTINUOUS ICE 6 WATER SHIELD 2110 (ALTERNATEWATEK AND VAPOR PROOF PAINT) Boston,Massachusetts 47 HOME SLCKER STONE b STUCCO HOUSEV/RAP I�. I I fats mi hne 1 le 617-338-6639. orlN1ROCK •• FILLED CELL B"CMU SHELF . 3-COAT STUCCO SYSTEM ♦ - °' - 5ENJAMIN MOORS AURA WATERBORNE - I j j I •b' , FLAT FIwSH PAINT OR EQUAL j - - 1'A.FOOTNG ... . - i.0.FOOTING I •'6"DIAM.PERFORATED PVC PIPE _ TY'. WALL SKETCH L'} SURRAUNDEDBY6"MN.B/8 a Section @ Rear CRUSHED STONE /� �® �ectlon lw Garage. BaySCALE:3/4 1'-0° . SCALE 3'11=I'-d' ' It .. , r - - - _ .. $ r ^ ♦ {. a VARIES ;1/j"Llr/4;'L C1 CROWN &CASING CZ CROWN C3 CROWN M1 PANEL TRIM M3 SILL TRIM SCALE 1:1SCALE 1:1 SCALE 1:1 SCALE 1:1 - - _ • a L • ©Catalano lucAitects Inc. Crain Garage 749 South Main Street Centerville,MA EXTERIOR PROFILES SCALE:1' DATE: Tuesday October 12,2010 a Catalano Architects Inc. ' 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338.6639 B1 BRACKET B1 BRACKET FRONT VIEW M2 FRIEZE BOARD SCALE I:1 SCALE is SCALE I:1 _ _ ATM FDLSXED FLOOR_ ______ _ ___________ ------ ----------- _—__ _ _ ____ ________- k _— Typ l Aephalt Shh Matc lgb( h E .q Hoaw*,, - —- - —_ — -— — -- _ Wding Pope,—5/8'LO%Pywoad—WO 9oHbed - Raf.,5laaerWTo5trvciurnlRafCero y r _ . _ _ .. ♦ , 18 ox Land Loath � • t y A g -,`� ! .. s . ' `r - ♦ � -• ... - a . • n. -; � - r LopPar FleohMe and •w .. a. Hemmed Drip Fslge a • + - . `... ^ .. AdJuetebk t6 os 1nm .. .....•......... V toarea Copprr Sbpe to DreNm RequNed /4' r w/Mncr Lock AIt to FaeUa - • - Y n 11 We L . J/b" i 1 , 5/8' 1) / t 4" 1 ♦ 15 .. • 5!S'Loum Softlt 9oard ' •''�L .. •. Mfl0 PWg end Maack Roo Roagh S— mvn - FNlah to Rant of Beam Mt ♦ _ 4 AC Envy - - • Eave Detail @ Front Overhang t .. ' 1, LaaarmncWlndow(Sao SchednN) _ . - t.. •. _: • 16 of coppar Fbehlrg aver l¢dWater ShelM,• , � � T"i ,, ♦ ', ` ... � .«e', ". w. Lom:Nuoao SbtkNg h SeBAdherW Fimhing Ld4rc m • .. t - -Ea.Rafter through Sheachbq r TyplaN 5hingbovar 5 .� f AWater h - /S'LD%Flywvaad 5h shan9 over - - ♦ . - • - E - adO Rakers Th,wgh Sheechhg - � , '• - Ba1Vil TO Scud®FxteMr Wag - - .t a ,• _ r. , - ` t • - o - '' c ♦ O Catalano Arcwtew Inc. 3 w Crain Garage -- ----- ------------"---- ------- -------- --------------- h Main - 749 South M n Street --- • '- ♦ - _. SEB Adhered Fleehing L011erQ . \ thatch EUaUng lbum)wer _ Centerville,MA Ee.RaherThrough Sheaehhg r - r Ice& . Shy over 5/e' CD%Pbmm-d 9d0 Rafts _ •. r, 39Jolet `' F�hl"am - HemmdDHpEdgP EXTERIOR DETAILS n• -- --- a a SCALE:3' _ .1'0° _ .a DATE:'Tuesday October 12,2010 t .. Loppar Droln . r • i 5/a" Sbpe to Drain ae ' •- N Repulred ^• w/MKer Lack - `—w Catalano Architects Inc. - ATTIL FMf9XED FLOOR 115 Broad Street + Bf Boston:Massachusetts 02110 telephone 617.338-7447 facsimile 617-338-6M9 <.1 v4rowe soeac eoare Eave Detail5m2 - SGHbv Rake CO Redlue �, l . . Mphnk Shingb(MOWS 11'-1 8" a - ExkUrg HousGpveF Typkal Aaphak 6hingb(Match U.,I Hwoe)wer OulMing POper wer Building Poperoier5/8"CD%PywooA war 2x105GHbed % RafYotro . Refter Sbterld To 5crue Ml RAfWM 16—Lead Goofed ATTIC FINISHED R _ _ _ _—_ ___ _ ' • _ _ _ _� _—_ _---_ • Copper FUohing and _________________— ____ ,L_—___ „ —___ Nemmcd Drlp Echo f N Iw 16 os Lead Coated / - `. 3C—Scratch.Brown I •� . copper Fleshing and ♦ i dFkn h)SWwo— HemmodDripEdge - i r •i .. .- .... .. .. - Goly 1—MetalLoch I . r i /////n/ eve BWWIrg Poperwer L3 i .. / a U� 5/B•CD%Pywnod over tx ly Scrapping wu _ Wawproof Membtnm '. _ •. and Fbahing IerW Waced le peer ': A a6 saewanlm�ynne. 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TOPFINMHED I I - Dormer Rake Detail Eave DetaiI @ Front Overhang .. - _3 .. 2x6 Pr Inte.Nr - . . � _ � Rough Sawn Gbar �I ; I - � • _ - , � ' Trim(Beyond) Carriagouee e H I ` (( %e 1 , > _ ©CataWnD AFCMtfCLS Mc. -Head Detail @'Garage Door.(Typ) Crain Garage SCALE 3 -0. - BLOCKING AT SILL , AS REQUIRED k 749 South Main Street BULLNOSE TRIM • - MA Centerville, -. .. .., SHEATHING ROOF "• SHEATHING INTERIOR TRIM ; - �. t9 T •t. 7OR11 EDGE EXTERIOR DETAILS DATE: Tuesday October 12,2010 t,t t - -: __ • • COATECUSTOM LEADP COPPER HALF ROUNP . ki 1602 COPPER FLASHING t .. • A F - � HANGING GUTTER .. AT LEDGER /��ya� 2%10 PT LEDGER W/ STRUCTURAL - ' } . 'ICE&WATER VO�ieIalnO Architects Inc. 5/B"THROUGH BOLTS TIMBER t' - - e '• SHIELD 012"O.G STAGGERED - - `1 STUCCO FINISH 115 Broad Street 5/e"n Ru-Bo T Boston,Massachusetts 02110 I COUNTERSUNK AT BEAM - 5Y5TEM I 4%4%1/45TEELANGLE ` '� - ` , telephOne617-338.1447 % 60Z COPPER facsimile 617-338-6639 n LAGGED TO RIM JOIST - _ • : HEAD FLASHING ...... :...... f _ UGH OPENWG TIMBER-THXU STRUCTURAL UMBER BRALKE7 6xf PROFILED AS INDICATED ° I BOLT f0 P05Y IN WALL SEE 4/61,2-THRU-BOLT TO POST -_- IN WAU.AND BEAM ABOVE Y A tl ybalcony Connection Detail _� yTr�, Dormer Eave Detail F • .LEV 43'-01" � 411 12 a ♦ i k ' • ..- r• ,S ,a. i w +2 ' - PO OZ LEAD COATED }• 7 ` • r COPPER STANDING • - • ROOFING . • • - t '.C#BUILDWG PAPER 'r 3/4-COX PLYWOOD • '- DO RAFTER 012"O.G - �.. FLASHING 6 DRIP EWE_y - • . . p - - 9 ROUNDED DEN IL .W FRIEZE BOARD _ ♦ I - - +' 41f8 RED CEDAR HEADER BOTTOM OF HEADER ELEV.40'-3 Vr . ` ©Catalano Anef netts Inc. '2 y • « A - • _ - I - - �12 Stondi"Seem CoPPor Roof Crain Garage • T RED CEDAR PR0.1EC110N PIMM Eo.(C3) . y I I 749 South Main Street Centerville,MA Red Cedar ProfJod Beam ErM ` t NATURAL CEDAR LOWER v I - I Rrd Cedar FM Baard TC.5eL I -Rough9 Red Cedar ilmber • - - PROFILED WOOD SILL I I ELEV=37-Z° - - - -� i I RcdLednrarvxm MISC. EXTERIOR ` - WAT R 5HEILINGAND IBIL 'DETAILS ` WATER SHEILD UNDER SILL I n I - 16 OZ. MSTUADSCRIBESTO f SCALE:3/4° c t'-0%1 1/2°- VV • . RA STUDS SCRIBED TO I -• • 1 , ' RADIUS AS INDICATED M CLEAT I I • DATE: Tuesday October 12,2010 CwNnuaue 3'1L3"RD ReA Cady, 2%RIPPED Pf PLATE.BOLT 5111,Sbped for P-ILI.Drelnago • . _ TO SHOE6 RAFTER 6ELON/ \ 515A5" I6 oe.Co Flaohin ' 5wepx PLYWOOD \ I FV� 9 SHEATHING I' " - t �.Y Catalano Architects Inc. ' 16 OZ LEAD COATED COPPER FLASHING ICE 6 WATER SHIELD - 15 UP WALL OF CUPOLA I ....: — \ ...... ........ —— ——— ————I———————_ Boston,Massachusetts 02110 3/4"COX PLYW00D ——— —-——---———— telephone 617=338 6639 SHEATIiING _ e TYPICAL RAFTER W/ _�.`——— A ——-I-— • i ICYNENE INSULATION \ .. — - — ———- . . _ _ • - 0 \ wl ------- --- ---- I -----__ —— 1 \ -�---- - ---- --------- Dctail Section 9 Cupola Cupola Elevation 5® „ se .. s r� .. • _ • y: ." .. - f- /� c \\ / /tea +' �� � .. .. "` ' i i v .. / y ,\I --— —------- -------.-----------'�//�\ / �. I \1\ ,'/I, - ( �// ' // • ' - - t� ®Cemleno Architects Inc.J — -/ ---= \\ 1 / _ �. Crain Garage ELECTRICAL LEGEND: .-. ' ', i ..,. 4 / ,. ' .y - / \ - • / NOTE:All WallplauG&Switches-to ba'Oecora'by tmjwn. .. >:. i 749 South Main Street wp�Rp[ae Centerville,MA .• _ / _ _ - \ I \ / � � HaN:'sN[cfied Rarcpteela b.atltl.�Nmeruut) • f — =.--— ----.------- � i " O42 Rxcpcack ec fqun[°r Height ' FIRST FLOOR \\: / s 1 ELECTRICAL ihne-WySMwh SOALF:1/4' = P-0' L_ F ,, 1 I r I 1 m , ® DATE: Tuesday October 12,2010 - ' - - I ,. _ / +. _ _ •. }'.:.( 1lBAlllumin»bn BDOB Bevil Square Thrcleee w/FtlDI-MIC Holdrq(aB00&IO-C-fuD4A-IC-12G1� R WETReeee9fA DamAB—wa[loc°Uon R VN: Ind G°IaUEduWn AA Y.CAMRGV412'Apv.tu,c Glaselit°DounMgM. 1 • � \ / - _ � LM.g meumN FbWrc.TBD.by(Imc.mr Dcslgrcr) y,p I ,-g -� I - \ / • wall5care.T.BD.by(ImeMrOcsyrcr) Catalano Architects Inc. L-____----__i r--------------------------- ----\ 115 Broad Street ' I Boston,Massachusetts 02110 1 - He)Iry FkWro•T.B.D. - 1 '¢ telephone 617-338-7447 1 I ®i5 aB'Fluorcecen[Llghtmg Fkwre facsimile 617-338.6639 1 ; � Ru<eerA ERV , [------------------- _ • _ w ® smog cee�mr . • ® Data Port. . First Floor Electrical Plan ' ImD ■ s II \./ �'I�"�1 +®Go.sge DoorapeneNLlgM " t' • , k '7 .. ,' • / , _ N 4. a R ZS im \ -!'-. -®Catalano Amhheeis Inc. ,� ;, ^ \` \ i j //• ELECTRICAL LEGEND: ' Crain Garage \ / --------F,---- , ♦\\v / rySj - - NOTE:All Wall plates&5whzhas to ba vwora'by t eNton. I ———————— ——— ——— -------------------- ❑' �o / .pupa,Receptscb -749 South Main Street swkchcdRecepacb ae.;�. Centerville,MA / � 0e2 Reccptecb e4 CaunuF negne I I SECOND FLOOR a a a ® s ELECTRICAL / . x•`. - ' L_ 1 ` / I -Th—Wy."iwit h di. '— • 'dbr --- ---- -- VV rl 1 r reephou a aurn DATE:"Tuesday October 12,2010 ' 1 - �=(.-ueI,IllvmireGen D00G 9ael Squors nmelceaMFLIDI-A-K tbuNng(R9W6.1D-L-FL�OI-A-ID-i20V) 2-C 2d ----- 2 C _ — t ):.(�tWhwPc WU.Evrol l 4LoU AIC Rv•,Cg4rgM:RG4 TAprtro Ga»Ie 0w4M1 _ Y'( fciF.g maum,ad Fbwre.i.eD:h'tlntcMr Reyw) Catalano Architects Inc. £o — r: P E w resu s ume tFmm 5os h s.wmo) 115 Broad Street wN[N Feiwre-r.9.D: Boston,Massachusetts 02110 ®T5WF—U0Wh FW1 _ telephone617-338.7447 facsimile 617-338-6639 • � .Reuseed ERv - . - .. _ ® Smote Detrcrar - r , • 0 iheriwstas Scnem p, �_2nd Floor Electrical ` ©�-� D�•� ' . , aL;(] Ls.ban 1.bnwMe 0euccor. �1w2- ' - ` .BLS®� Geroge Doa-Opcncr/Llghc •- T.O.OUTER WALL Y T.O.CONCRETE PIER - _ NOTE:APRON SLAB T.O.FOOTING _ y STONE / THE APRON SLAB 15 70 SLOPE IN ONE DIRECTION•AWAY FROM T.O. \\ _ GARAGE. tLtY_ T.O.SLAB(HIGH PT.)= W-O" T.O.GRADE BEAM= 1961/2' ADDITIONALLY,THE APRON FIN15HED STONE 15 TO SLOPE FROM T.O.GRADE BEAM A HIGH POINT AT THE CENTER OF THE GARAGE TO A LAW POINT AT THE OUTSIDE CORNERS OF THE GARAGE,FOLLOWING ELEV=id-21/2" - / GRADE. / / POINT A-AT INTERSECTION WITH GARAGE SLAB(POINT A),THE - / /// / �� \ ���� " - • - _ TOP OF THE FINISHED STONE 15 TO GON515TENTLY=71'-21/2" T.O.CONCRETE PIER ,_`/ % T.O.APRON 5LAB • / ACP055LENGTH. ELEV=13'-93/4" / \` �� / ELEV=77-d' � // • ... .. POINT BIC-AT INTERSECTION WITH DRIVEWAY,THE TOP OF .._- / / / - • - ' FINISHED STONE 15 TO SLOPE FROM A HIGH POINT(POINT B)_• L '/ % 11'-O"TO A LOW POINT(POINT C)=10'-9". TA.CURB ' / �, - T.O:FOOTING / / ,w � ELEV=11-. THE ADDITIONAL SLOPE SHOULD BE CREATED IN THE MU05ET. . "Db� I I T.O.FOOTING - r \ T.O.O.GRADE ADE BEAM Tw/ / ELEV=6-d / / T.O.WALL _ \ / , • �' j ELEV=IT-9" - TA.FOOTING T.O.CONCRETE PIER ♦\ T.O�STOPIE� � - / / ♦\ /ram` / / % / = - _ \ ELEV=11'0"a' /%1 1 ,/ - ELEV=ll�3/5 _ ♦\ �/ //�\`\r���// // T.O.GRADE BEAM / / / I T.O.SLAB I / T.O.STONE ���- - _.-T_ ,. F (HI P I L'LEP1T- = ,R �l / T rye - / / / S' - ELEV=11'-9„ • /�/ ELEV=13'-93/W' r it - �' / / COH a"z./. �� • T.O.OUTER WALL - //♦( %/ �--- I"- ----- I ---- -k`- -- 1 so-,pe5iab 1/4^/' OG CO/ / / FooC Awp•from .AT - T.O.0OUTER SHE .i _ ____-- --^------- -� .._�♦_ \ � /j y ''T.O.CONC,PIER SHELF T.O.GARAGE 5LAB 15 I..",- - . 4c S / = r a / T.O.GRADE BEA _ \ F`/o v / / _ \ -' ELEV=it'-6" r I I - T.O.WALL ELEV-id-51/2 ..;, oo , J --------C,- T ' " `-/ T.O.WALL T.O:SHELF s a d lrz, -1. / / T.O.FOOTING I I' T.O.APRON 5LAB �S'�6 / \ - i \ '` 1 - `- -__ ELEV=71'-0' - - / n. "a•.�`v/ i _ ( '.'S �/ ,. / T.O.SHELF j i i T.O.FOOTING T.O.STONE - / -1, I' _ - ----- 4, s° 12 - E[Ep-7�TIT'— _ L^ / / I _ - / T.O:SLAB SHELF®ENTRY '- T.O.WALL I I I o \ '. •� % ---------_-I _ s 1 6"'C rio Slab M Grade W/;- ELE7_n-9'_ I 1 6x6W2,111W2.1WW.F - _ I •..Over 2 Sand Layer- m \ H594x /4'Fwt Up • I) I Over MIL Yapor:parcier N m o I \ I 1 Over B"compacted Gravel epee 1 r (Typical T-Shout) o S - i N� rill r -- ------------ ----------T.O.5LAB 1 ^ I ^ (HIGH POINT).. I / - x _ _ 11,01, ELE I3 CONCRETE BLOCK SHELF n� • �Foundation'Detail @Entry SEE SECTION A4.1 - • - .e - .. - ♦\. Y r:: ^. ,y' - `®Catalano Arhitects Inc. Crain Garage \ DASH DUNE INDICATES Foundation flan EDGE OF STONE GAP AEOVE , `/r��`� \\ \ •• /� , ;��`,.. I x .. J—saLErm^—ry �HADEDAREAMCATEs 749 South Main Street F%(ENTOFNATURALRNER ,+ \�� ,/ '/ / E%NEOELOW CAP.T00E _ �� e,MA • `\ET AGAINST CURB / ♦ /'- .hen ° ALIGN5TSIDEFAAD 'FOUNDATION PLAN WI1F10Uf51DF FALE ! �♦ // �\ ` / • i �,' ` /. + .r OF STUDS - // / ID R05A D - / d .GEDARnM R - . T.O.VE5TIBULE 5LAB{LOW-PT.) .,:\ _ _ _ =LtY=11'-1" �!. '/ \� \ I : ---- NA LRWERS roo / ' / SCALE.1/4' '1'-0'.3/4' 1'-0' - _ —_-- ' ./ \� SETAOA1NWC / DATE Tuesday October 12,2010 ` — EDGg6p STONE CAP TO ``� NG STONE BY /' / 1. - \ . T \�♦' / �, -----r- 'I K Cataiano Architects.Inc. i1NE OF FlNI5HED 96X0 - ♦ > ") • .�\" . ' ..!. • i FLOW STONF CKF r 15 Broad Street ------ -- _ .. Boston,Massachusetts 02110 • • OF FINISHED I \ telephone 617-338-7447. e a LINE •• T.D. BnBULE SLAB(HIGH Pr.) —nNE DAnDN L ' facsimile 617-338 6639 �\ / \ '- ;.'] .... .. :. ... .. i TA.GARAGE 5LAB(LOW Pf.) ---/' 'Slab/Stone DetaiF@ Entry Framing.Detail @'Entry' � .31d 1TJ STRUCTURAL NOTE- 'WHEN ATTACHING SHEATHING TO FRAMING: 8p NAILS @ 4'O.C.ALONG ALL PANEL EDGES / 4 8p NAILS®12"O.C.IN FIELD OF,PLYWOOD ' - STRUCTURAL DESIGN LOADS 12 _ /. • - • - ry ..f. f .1. -Deadloads ' '. • ,. - T ).•.. ' r / (A) Weight of building components' r - .1. Live loads (A) Typical floor—40 PSF - • , 6B mro. Balconies econd Floor f Storage— 100 PSF F (C) S Storage— r / IN Roof snow ;Ils=1.O Ce=1.0;Ct=1A: „' »oad-25 PSF plus drift 1. P9� ' 3: Wind loads-Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, / ' a Exposure B;Importance Factor=1.0, - End Zone Wall pressure--25.7 PSF;End Zone Roof Pressure=20APSF Int.Zone Wall pressure= 17.6 PSF;Int Zone Roof Pressure=-14.OPSF s Heioht" Ad'ustm� entFactor: IntVVall Psf) End Zone WalllPsfl'' a- \ 3O 1IXl - 1 6 2 t f sVO (25 psf used for Design of Main Wind Force Resisting Systems)' ` H554%4XI9 Bracket Elevation POST UP ANO DN n ~ _ . / STUCCO OVER METH. LATH OVER VAPOR •' .- .t ' i,. ` " .Y/ - OARRIERCO OVER S/S° \ % COX PLYWOOD SHEATHING , ';y 5,\` • HS54 x4x1/4 " _- • . _. ` .• • - 'i . POSTUPANDDN .• - - SET IN LOCATION i a / • ., POST ON • �'� i ,� nssaxazva Posy ON `L+ •\ �� % -- • ro " 2xt0 RIM JaST.. _ ' 2xl0 RIM JOIST \ \• � GWB UELOW I V4 2 L' BLOCKING A5 RFA CIL CL » VEKM ADM WI IS- [x117 "L 1/4'x 17/B LVL '\. .. • ° � 2%2 4 ' F I . � 1]/ / ( \ •\' H554%4Xi/4 POET DN s 1 - l '1 - -' - , --ITI, 3 I (2) x DST )z TON I ( 14•J, - H65 4%4 z Ira I, -\ I I 16•0 1B•p - - - ®Catalano Architects fm. .. POSTUPANDON / \ I i f4'JI JI - '.flan Detail @ Bay ". w - . 4%4 POST — _ _ f4•f II ®1 OL.— —— —_ \ M 4% %V UPAND DN i g; iUP Crain Garage HEADER H 5 a v4 I 749 South Main Street rs, Centerville,MA 4N» N \\ - _ • .� 151.OPE STONE SHELF FOR N554%4%U4 POST DN i 4X4FO5T UPANDON III I I I t I » , ,: SECOND FLOOR H554%4 X 1/4 I11 ® FRAMING PoBT UP AND DN 14'i 0 SCALE:1/4' = 1'-0',3' = 1'-0',1 1/2'= 1'd 1 I I I I I I II5 \ - E%PosEo soup RED tEDARnMeER - H554%4%1/4 P05i DN DATE: Tuesday October 12,2010 - (2)2x6P05TD - \(2)2%6 POST DN • - 4 I . . - FACE OF STONE BELOW' _ __ A ,< 4x4 Ufi TO - _ • \ a n ^• /►�•y� P05iM WALL Oe �•0 PROFILED 6%6 \ - • I '®O O.®: VO�Ylano Architects Inc. PT BRALKET : FACE OF STONE CAP THROUGH BOLT®2' ' 4 10 I I SEE 4/SI2 3 2 x&. \ 2XB'e O.G.STAGGERED 10 f , - FACE OF FINISHED 5TI1000 .115 Broad Street bx4 O. O K - - d a •.. .d�,tii s'a. LFd..... '.i:�r)Ekut+`Y 1 R.' xl/4 STEEL ANGLE I de i6°0 TOP OF DEC -I ) FRAMING 4x4 LAG TO + ty' 2110 EL22-405/B' PROFLLEDH(e d , Boston,Massachusetts 47 JOIST HANGER(TYP.) POST 6• SIMF50N STRONG-WALL �^ \ factelsimile mile 61ne 17-338-6639 �BPAGKET GARAGE PORTAL SYSTEM . 6X1� 2X10 PT LEDGER 5/B' SEE 4/512 k% r 44 THROUGH BOLT®12' O.G.STAGGERED . 6.6 Pf POST UP - 4X4A145rEELANGLE 6' AdJx�ent - • I. -. MORTISE AND TENON ' TO BEAM BELOW r Second Floor Framing 'RCP' Balcony Framing Sketch Plan'Detail @Front Corners. " 1 ® 1 �(ryY r rW STRUCTURAL DESIGN LDADS r / 1. Dead loads rz zx \ as (A) Weight of building components 2.,. Live loads I floor 40 F \°a Al Typical oor— PS " alto ies and roof decks-60 PSF • - x m IC)x Second Floor Storage-100 PSF (D) Roof show I a -25 PSFpl s drift # / Pg=35psf;Is=1.0;Ce=1.0;Ct=1.0; 3. Wind loads'-Per Mass.Building Code and ASCE7-02;Wind Speed 120 mph, • r \` "End Zoe Wall pressure-5.7 PSF End Zone Roof Pressure=20APSF r C Int Zone Wall pressure= 17.6 PSF;Int.Zone Roof Pressures 14.0PSF,. / Height Adiustment Factor Int Wall(Pslf End Zone Wall(Psf) 0'-30' 1.00 17.6 25.7,: a a (25 psf used for Design of Main Wind Force Resisting Systems) 51MPAl11YPE M-1° (3)2X6 POST DOWN ' � ` ��%�T 4 ` ` a • � ` � ', ' , • 5E15MIC 11E5.T14. �� - -41 ''��''' \ \ " H554X4Xt/4 - �• n - �t i POST D04N1 � ., 1 •. f � ItOO II 2., RA .+ • '� �, t. I .I I I ,A• t.l I I 1 1 .tr�we�t. Rs H5S4X4X1/4 P05T DONM FROM I > /'! - •t ' - RVCEE TO MOX22 - IR .p 1€ •�- ®Catalano Architects Inc. . 13 I I I 1 1 I I I 1 1 I 1 I I I I I _ � � _ • - 1 I I I ^,I I I I I f I 1 I I' �.f •I. ` Hssazaxva 1' ro5roowN I I I II I I I •I I I. I I Crain Garage I I t.. I I I I I I I I I I I 749 South Main Street - Centerville,MA xs • T—. FIAPM ROOF FRAMING PLAN z:o F Rs t ot. - .e .. , a t DECK BELOW ♦ r - _ 6EE 2tm FLOOR - • FRAMING PUN ,:5 r - DATE: Tuesday October 12,2010 _Catalano ArchitectS Inc. Boston,Massa husetts 02110 telephone 617-338.7447 facsimile 617-338-6639 . • W ROUGH SAWN RED _ • - - ♦- CEDARVENEER 'W/LOCK MITER TYPICAL • •. r • r • _ • 6X6 NOMINAL PT COLUMN - • • SIMPSON STRONGTIE Y �61 s - a 400 k S IF< - ♦ ` - PB566 POST 0BASE -.EMBEDINiO CONCRETE' ,' _ .• COLUMN OPER RMFG INSTALLATION r . IA /T , • STONE CAP - f - - TA.COW.COLUMN ' t ♦ IU4'THICK STONE OVER II/4• l •n ELEV.,W-93/4' .. • _ SUB.SLOPED PER FOUNDATION I " PUN ICK 1 YE I V4'STONE(TB.D.) ' LUTE OF FINISHED STONE AT I?LOMPRE551BLE FILLER ' ' - OVERIV4.IHICKMUDSET I I - - M051 EXTREME SLOPE 4°(MIN)CONCRETE SUB W/6G ` > LINE OF FINISNEU STONE AT ' I ' VERTICAL RE-BAR IN CONCRETE j T.O.FOUNDATION CURB LEAST EXTREME SLOPE WIAIMn.4 W.W.F.O MIDHEkiMT E eY'1— B=1T ELEV-IT -S" f AGAINST FOUNDATION WALL I I TA.INSIDE CURB TA.FM5HE0 STONE —- — — TO.GARAGESLAB LONEST Pf. _ __ TA.GARAGEBUB(LOWW-r P� _ - - T.O.FINISHED STONE(LOW Fr.) '+ ° • '_ _ _ ____............. • - - •• I ' r .... - -... T0.W511BULE 3LAB(HKiM Ff.) T 111.FINISHED BTONF T :G I I I�•�.�•-._.---'_ 4•CONCRETE SLAB WI&6. �._._.__._._. .,. 'no b a- • •. - 44 WIA WIA W.W.F.0 MIOHEIGHT I!I n EI.EVv IO-1012" _o_._-._- TA.APRONBUB ♦ ,� Q< a - .�S TO.INNER WALL®SLAB - 1SEEPOINJ �- _ ♦ O '4 TA.OUTER SHELF _ T.O.STAB SHELF 'r • t TO.OUTER WALL 61 SLAB o N} :oA•75'� N�' ar ,` �' ELEV.VARIES ♦ °AP ♦I I 1 8. o 5�d' • ' + 'r•. + w• •O • HORIZONTAL RE BAR AT TO L � __ fA.INNER WALL 4 4 BOTTOM CONT.®TOP AND , - BOTTOM.AND MIDDLE.TO TIE. ! ♦I .g ♦ya I' /�C�aYY j - • ` BOTTOM I' I I 2°TUFF N DRI WATERPROOFING/ INTO FOUNDATION WALL AT I j 5n° I - - 2'TUFF N'OPJ WATERPROOFING I INSULATION SYSTEM - e-COLUMNS BEYOND i G" ,( C5®t8'VERTICAL 15 HORIZONTAL RE-BAR FROM AND INSULATION SYSTEM - ° EACH FACE - GRADE BEAM TO BEND AND •1 BA.GRADE BEAM ,� .J I I TIEINTOWALL ATCOLUMNS -. .J j---- VERMAI.LY I V.t II5®IB`VERI'IGAL: .24'LONG A'5 DOWEL O 18" r - - v a r ! 45 HORIZ 0 TOP.BOTTOM - I ♦I' D5m12'EAWAY` V YTUFF N'DRI' I. I I ' EACH PALE AND MIDPOINT CONT. "p, I , �^.C5 RORIZ®12"O.C. - j AS SLAB SLOPES.MAINTAIN R Y WATERPROORNGAND A 1-, CONSISTENT BA.GRADE BEAM I I + in C VERTICAL BAR CONTINUOUS ♦: HEIGHT:ADJUST TOTAL DEPTH b ° INSULATION SYSTEM- .:o° I I I- - I NT5®?HORIL . _ Y TUFF N'DRI FROM FOOTING.HOOK I I t5®IB°VERTICAL • OF BEAM FRAM MAX OF V-9°TO WATERPROOFING AND HORIZONTAL REINFORCING IN • - c I .I I ♦I ,,.I , EACH FACE EACH FACE ALTERNATES DIRECTION - j i I '` '0 8. - INSULATION SYSTEM OUIEREINF CEMENT NNER - - ♦' 9e` •+ 'WALL REINFORCEMENT - rq0. I FROMFL BARTIN.HOOKCONTINUOUS ,... . IL „ C5511RRUP5— a.Ni FROM FOOTING.DI HOOK .. T.O.FOOTING' -.w� • ♦ ♦ P • �& ♦I 2OMM OF ANDWAL - -. r O� p o- _ - - ' ALTERNATES DIRECTION v - �- � VERTICAL BAR CON11N110U5•" �Y -'L• '1A.FOOTING = __ 00T1'OM OF WALL D.FOOTING _ FROM FOOTING.HOOK-' •.:. ♦ LLSP='T^DTPG>— .. 8. .VERTICAL BAR STF7v T�DF'—�P— _ • I g' ALTERNATES DIRECTION .e - ` CONTINUOUS FROM • - (3)A5 REBAR(LONGL)® _♦ ` p.T •yQ v. , L - BOTTOM OF FOOTING - � _ .f a.LINE OFfOUNDATION WAIL AT �. J FOOTING.HOOK• o lZ" 1f q ' A y ^ COLUMN,BEYOND; I -0 `�.� .� ALTERNATES ..'I- `•Oa =J > •`.� ♦• (3)A5 REBAR(LONGR)®. . > _ .®BOTTOM OF f00PNfi •• �' - -. BOTTOM OF FOOTING '> r - .• .. - [' DIRECTION t To, .. _ , - r• o: ` qM •• 2 �, 1'3T/B, ..:2.-g. t - .".: .' V0, (LGi 6ABOTrOM 5' • # - • I -` OF FOOTING Section at Entry Vestibule 2 Section at Garage Door 3 Section at Column - SCALE 3/a" T-O' SCALE:3/a"=1'-0' .P - • - .i'`, i'• ♦ - ____ ___�STONE CAP ABOVE!' y' - - :• 4"THtCK OLM-STONE CAP SLOPED FOR - T - . r<:� r`. : • •. - t ,e',: - POSITIVE DRAINAGE T.O.FOUNDATION WALL I' '! I • - - - VERTICAL BAR CONTINUOUS r ` • • 5 - EUSTOMERIC PUSHING AT STONE LAP I I !. I' - °FROM FOOTING.HOOK _ - - • N W rONC.SLAOONGMEWG,GW?I,W2-1 •. . . ' HATES DIRECTION • j W.W.F OVER Y RIGID INSULATION OVER Z' - SAND LAYER OVER 6 MIL VAPOR BARRIER • 4 OVERB`COMPACTED GRAVEL BASE MrICAL I } ; I •• ' .. , - - + • ♦* . . THROUGHOUn 6CIETEFlEKD ,. 5/8`X?EPDXY BOLT "I - • - (HIGHEST PC1Nr)R.O.WALL L____ NATURAL RIVER STONE SET - t?COMPRESSIBLE FILLER - - AGAINST FOUNDATION WALL OcatalawAmhiteMim a Qy��xvag�p a THICK NATURAL STONE ro SIT oN . •' "n))l5�'�,a Y} b. FOUNOATION.SHELF - ���� I I 6 Ilan Detail @ 5tone Crain Garage -+ / • 1 C5®18'1£R1.ANDHORIZEACHFAGE. SCALE:11/2"=1'-(I .. 7 + I INNER FACE EXTENDS INTO CURB GRADE AT REAR 1 ' 749 South Maio Street ELEV_B-0- ` - ` ' Centerville•MA • I °.O ;(` LEDAOWH AWN RED - • - • W/LOCK MITER rYPRAL ' Foundation Details - ♦ _ .i -I °8•'° 16X6 NOMINAL Pr COLUMN HATE CONT"HUOUSKE-13 FROM FOOTING.ALTER + •, #. PROVIDE ROOK OUGH SAW14 DGE AT • SCALE:3/4` ''1•-0",1 1/2 1-0' - . .. > • I. a ! ALL EXPOSED SURFACES(TYP) , DATE: Tuesday October-12,2010 .PAGE OF STONE S ` VENEERBELOW r STONE GAP BELOW _ TA.FODTNG ` Catalano Architects Inc. `b (3)ITS HOPoZ AT BOTTOM OF FwnNG r . 115 Broad Street Boston,Massachusetts 02110 telephone 617-338-7447 facsimile 617-338-6639 4 NOT USED 5 Foundation Detail, Typical i'ian Detail @Cedar Column 5CALE:r 1/2"=1'-I '. TOP NAILER:2%RIPPED 10 FLANGE WIDTH.SECURED W/ire DIA,CARRIAGE BOLTS:STAGGERED z{YO.G 5/8'HOLES FOR I2'BOLTS w/WASHERS. . STAGGERED 070'O.C. 3/4'T3G AOVANTECH SUBFLOORING .2 K WOOD BLOCKING __ I SECURE 2K BLOCKING ^ . PANELS-NMLED AND GLUED ' _y - _ TO FLOOR STRUCTURE A5 PER 2.RIPPED11RANGEMDIN ' I I ,( 2-3/4"OHSBOLTSIN a MANUFACTURER'S INSTRUCTIONS STAG ERED Z-"OI CARRIAGE BOLTS {I NORIZ SLOTTED HOLES . i - snYGGEREDz-D^Dc. • J ..—..—�r _ . � - -..—... .. ..— — — 5/8"HOLES FOR I2"BOL75 w/ ..—..—. — — .— —. — — — —. — ,, WASHERS STAGGEREDO. 1'<"O.C. 5/&HOLES FOR I/Z`BOLTS / 14"TJI ILO JOIST STEEL DEAM-SEE 'w I I - ' WASHERS STAGGERED — STRUCTURAL N.AN6 —M'LVL . FLMR.FRAMING FrJK - r 1rZ,BEAM WIMM TOP F.ATF, - ..—..— WASME /yGGEREOD 0� —. ..—.._.. —..— ..—.. .—..— _..—.. ..—.. —..—.. WELDED TO COLUMN w/ ..'e..—...— .. ..t •o-_..— VV SHOP FLLIET WELD. 314•HOLES(1 PER SIDE) 3/8°5TIFFENER EA 1 5/6•%6"%T EACH SIDE FOR--.AL ALTERNATE 4 SIDE CT FACE. HOTS:ALTERNATE i0 BOLTED CONNECT WITH 1/4" - CONNECTION-USE 6Y '07 CAP> FILLET WELD IN SHOP 12'k10`a BEAM WIDTH TOP PLATE ...«•„ - _...,.,.... ,.. ...».,.,. , P FIE D D TEELDEAM TO r � i LATE. l WEL 5 WELD COLUMN w/ OPTIONAL BOTTOM NAILER: '' ° ' TO CAP PLATE W/114•FILLET WELD ON 3/4"HOLES(2 PER SIDE) I -IA"SHOP FILLET WELD. , PLYWOOD.CVf70FIANGIMDTH. - THREE SIDES. NOTEALTERFOR i/O e0l1ED SECURED w/1/2"OLA.CARRIAGE BOLTS, r - - ,. w + i CONNECTION-USE 69c6'ki2'GAP STAGGERED 2'-O"O.G - PLATE,FIELD WELD STEEL BEAM' I " STEELCOLUMN - . NOTE:SEE FRAMING PLANS FOR - .:•• TO cnv FnrE wi va^FILLET I BTEEL COLUMN NOTE:SEE FRAMING PLANS,FOR - MEMBER 517JNG ' ON FOUR SIDES d MEMBER SIZING NOTE:SEE FRAMING"5 FOR> e MEMBER SIZING. TYP DETAIL OF TJI, STEEL BEA & LVL AT FLOOR 1 M 2' TYPICAL STEEL END BEARING DETAIL w/ BOLT PATTERN - 3 ;1',.,.!TEEL,11EAMTO STEEL COLUMN CONNECTION PATTERN 11/2"-V.1. I IVY '129�4•TAG SCREWS _ - a,RIPPED TO FLANGE W1D111 ' GLUE&NAIL 3/4•SUBFLOOR • 2K RIPPED TD FIANCE WIDI}1 GLUE 6 NAIL 3/4"SUBFLOOR 1- - ON TOP ' 2a RIPPED TO FLANGE WIDTH TO JOIST FLANGE,STEEL SECURED w/COUNTERSUNK I2"DIA TO JOIST FLANGE.STEEL SECURED D Z-O'WCOU TERSUNK • 3/4'T6G ADVANIELH SUBFLOORING BEAM TOP PLATE d LVL BEAM TOP FATE 6 EL 1 i7 ? �� t2'DIA,CARRIAGE BOLTS PANELS-NNLEDANDGLUED- SECURED w/COUNTERSUNK I2'PIA. - CA Z rOL. STAGGERED z-0'O.G TO FLOOR STRUCTURE AS PER CARRIAGE DOLTS STAGGERED 7-0.O.G - _ MANUFPLNRER5 INSTRUCTIONS EAQ151DEOF WEB ____ _ • L5 VW LONG 1 - - - ,,, (ONE EACH SIDE) - O ) t/4"SHOP FILLET WELD 1-JOIST HANGER . > w/(3)3/4"DIA; ®" — @ t, I - W/12"RETURN AT TOP 9• ' THRU DOLTS EACH LEG , SOLID WOOD BLOCKING �— ,i (TYPICALANGL' • } - _ a RIPPED FROM LYL'e - - r.- . ' l� — c Y BOLT SPACING - 1 L 312"x 3 M.5AG6.612"LONG SEE.DETAIL•11PICAL STEEL END BLOCKING ATHANGER /'.^ 1,[•• S" * - C (1)EAGN SIDE w/(2)3/4"Dlh LUfFUNGE AND WE0 A5 .. BEARING DETALL W/BOLTPATtERN" * + o- I: • I THRU DOLTS EACH LEG I REQUIRED r "2S/8"O THRU BOLi5024'04. ° I.411/C' 1 _ (2)3/4•DIA THRU- - - ` - - • - LVL ,. BOLTS w/WAS IR V4•THICCWELDED U-MANGER 1 .,,..,-..,..,,.,,......,,.y,....,.�.-.,.,-__... ...,-.,..v...,......,,..- ....«...,..... •OPTIONAL BOTTOM HAILER: srm (T�) + CUT AS REQUIRED 3/4'PLYWDOD.CUTTO FLANGE WIDTH :S _ -SHOP WELDED BRACKET. R CKKEGOIVMN _ SECURED w/12"DA.GRRIAGEDOLTS. ST t/4•FILETWELDS(TYPJ ION VIEW - SIDE VIEW • - - _ y STAGGERFD Z- O.G x - 5ECTION VIEW SIDE VIEW STEEL COLUMN ALL Los Na E LPF 10BE 3n5•cDNnNuous NOTE:SEE FRAMING PLANS FOR ' NOTE:SEE FRAMING PLANS FOR NOTE:SEE FRAMING PLANS FOR T sllOv FILLET wELDs t+' - MEMBER SIZING , MEMBER SIZING - r MEMBER SIZING - - STEEL PLATES TO BE U4• .NOTE SEE FRAMING PLANS FOR THICK " - - • MEMBER SIZING - 4 TYPICA�11 O STEEL BEAM DETAIL 5 TYPICAL STEEL BEAM TO LVL FLUSH CONNECTION 6 TYPICAL LVL BEAM CONNECTIONS'-. 7 1 STEEL-STEEL FLUSH CONNECTION .a r 11T - . - - � - -, _,: .. � � - ., - m CBFelano Arch¢elTs Inc. STEEL w > • - OPENING=BEN - « - • _ M1N011T1PLU5 I Crain Garage • - - " MULTIPLE-PLY ' - 749 South Main Street j LVL BEAM SINGLE LVL BEAM 4 - I # Centerville,MA j BUTT JOINT WOOD POST I' - LVL BEAM e LVL BEAM - r t P 1117 - (4)51W VIA THRU DOLTS ° _ - - F 1 STEEL'U'(M LONG)WELDEDTO Structural Details C j ® G .i. O j COLUMN w/3/16"SHOP FILLET WELD (4)5/5°DA. I (4�/8"DIA. 'I' 1 STEEL"U"(U"LONG)WELDED TO i - m h SGALE:1 1/2'= 1'-0• THRU DOLTS I _ THRU BOLTS '1 I- COLUMN./3n6"SHOPFILLETWELD - - DATE; Tuesday October 12,2010 / D D 1 STEEL LOW MN j •• . 14'STEEL ANGLE OR I /4°STEEL ANGLE OR 1 'V'BRALKET 1 T'BRACKET I 1 1 V WOOD BEAM " STEEL COLUMN CONNECT BRACKET TO ' I 1 w . I WOOD FOST- COLUMN./3/16"SHOP NOTE:SEE FRAMING PLANS FOR 1 51MPSOIJ STRONG TIE Catalano Architects Inc. i MEMBERSIZING - - FlLLETWELD j l RC POST LAP I , i 115 Broad Street Boston,Massachusetts 02110 NOTE SEE FRAMING PLANS FOR - telephone 617-338-7447 MEMBER SIZING facsimile 617-338-6639 TYPICAL LVL TO STEEL P05T CONNECTION TYPICAL SECTION-LVL TO STEEL COLUMN CONNECTION TYPICAL WOOD P05T-WOOD BEAM CONNECTION S R g - 10 2w2 I/YxtO'NW BASE PLATE.WELD TO 1/4-STIFFENER PLATE. �„� ] -+ - COLUMN w/ BOTH SIDES w/3/16°FILLET WELD I I _ c • V4"HLIPT WEIR H55 COLUMN 1 MO LE N LENGTH F PUTS .. WOOD COL O O O- (OR)3W HOLES FOR 5/6'EXPANSION ANCHORS• eLENGM FOR SUP- r ' .FcPORTOF TVp-BEAMS .�. STEEL fAI.UMN(BELOW) STEEL COLUMN BASE PLATE (2)3/4"HOLES FOR - 2X NAILER V29AO'kW BASE PLATE -5/8'BOLTS - 12'THRUBOLT (INTERRUPT AT I WELD TO COLUMN w/1/4^FILLET I- STEEL COLUMN " 1PERWM ECOLUMN FCOLUMN)' ® ^. I 'I - _ I.. + 2 PER 9"WIDE COLUMN - - - 12'k]k BEAM V/IDTH i ` iS COLUMN 4-5/6"THRU BOLTS- - I I TOP PLATE L 2X2XV4"WELD TO BEAM ...L•' ° 1 5/4 HOLES r I OPTIONAL PLATE I I f v" ' **13111.1.1L,11.FT WELD AT TOE c °PLAN y i 21 NAILER I I ' i'' 4 LENGTH FOR SUP. t r•' 4 FORT OF TWO-BEAMS L 2)2)Ol"WELD TO BEAM NOTE:CONTRACTOR HAS OPTION TO USE 1 (INTERRUPT AT COLUMN - I STEEL r I t/4"SHOP FILLET WELD w/3/B`FILLET WELD AT TOE _ I/4°FIELD FILLE(Y.ELD AT 00111 ENDSIAROUND COLUMN_ AND ELIMINATE BOli6 _STEEL BEAM 14/SH4FILLET WD AROUND COLUA41STEEL BEAM ()5NIO STEEL COLUMN(BELOV/) I OR ANCHOR BOL15V/ STIFFENER PLATEBOTH SIDES W 3/16-FILLET WEIR - 3/4"NON-SHRINK GROUT12'4PER GORW/DER a 'SIDE' I " TOP OF FOOTING OR FOUNDATION WALL COLUMN - ' PLAN ' - - ELEVATION - BASE PLATE ' TOP PLATE 11 TYPICAL`WOOD P05T TO 5TEEL BEAM CONNECTION 12 TYPICAL 5TEEL POST TO STEEL BEAM CONNECTION 13 TYPICAL•BOTTOM AND TOP-PLATE DETAILS .T _ (2)2X RIPPED TO BEAM WIDTH.SECURED WITH(2) s • L6SU21OHAN6ERS- ° INFILLM310CXINGASKE(7D COUNTERSUNK 12'THRU BOLTS.STAGGERED 2'-0'OO. - u USE LS5U210-2 HANGERS - - • ATOOUBLFRAFTER50R: • - - + (1)L90 ANGLES PER SINGLE RAFTER AND ♦ 51MP90N HI SEISMIC HE' • ( (2)L90 ANGLES PER DOUBLE RAFTER • s `SIMI*SON H2A PE ° • • l • ,. - /• - i ONE SIDE®EA.LVL 4 y. •<G. 2x10 R00FRAF 1 BLocKM�ZXG-LBELOW OBOLie� • • t - L' !C�S - „ (W'2 5/8 DNA.LAG BOBS) 41 - (2)2X RIPPED TO BEAM v y 3 N (�® WIDTH,SECURED WITH(2) BE ONBDEnM BOLTS.STAGGERED z-0,D.0 NTp�s "C 12)2Xe r T Q�C' 1 • ^ LPG BOLT TO BLOCKING ^. • a • .�O' - M&AOSIEELBEAM - BEAM/ONTON/LA SAND. ` e - •\O - !.• • \,� WIBx405TEEL BEAM y•" o f ell r—CL OF F09T I N ' • • •x�ry�p-+p/t BLACK SOLID W/12"DIA THRLL80LT5 n , ° +1�'E� Q.OF POST 2-3/4'0 H5 BOLTS®EA �_ FLANGE OF YAO. I - W10 X 33 5TEEL'BEAM ' . I (BEYOND) I � I W_ 10 X 33 STEEL BEAM A , 12"PLATEx9°x8' I I 12"PI,AYE x6'KB° PLATE x S"x B' I 2-3/4"H MS BOLTS 2-3/4"0 HS BOLLSI 1/2°PUTEx O''x8' 2-3/4'IDHS BOLTS ° 2-3/4'O HE BOLTS- , - - iK'SHOP FILIETWELD I I 1l4'9110P FILLET WELD' a " 1/4'SHOP FlLIEf HELD I - I' I/4'SHOP FILLET WEIR AROUND COLUMN '. AROUNDCOLUMN AROUND COLUMN ' AROUNDCOLUMN I I • H554x4x V4"STEEL `y H554.4x V4"5TEEL • H554x4x V4"STEEL a HSS4x4x V4"51EEL - - + + , • _ - COLUMN(BEI1W!) I - I COLUMN(BELOW) - - Y COLUMN(BELOIh I . - _ ( COLUMN(BELOW) • . . 4 .1 .. A ' - • ^ ®Catalam Architem Inc. 14 TYPICAL RIDGE REAM CONNECTION AT RAFTERS 17 RIDGE BEAM / HIP /VALLEY CONNECTION � o� o 'Y ^er o, 'O P Crain Garage x \\} \ o�°d o u 749 South Main Street ,(o Centerville.MA 0 X w .. - _ ( •\ b%O \ (2)2X RIPPED TD BEAM'. WIDTH,SECURED WRN(2) \ COUNTERSUNK IrZ rHRU _ ' - • t S. '\ \ i •;'0 o \ - BOLTS.STAGGERED2'-0'O.G INSIDE FACE OF CONC.CURB - _ ) !A! .}( \/ / 3 ♦\ Structural Details H.55.4x41A/4 COLUMN - y a l • / \ /\ 'Q o \ \ t . L j - TYPICAL 2XI0 RAFTERS // \ / \ '\ '- EDGE OF CUPOLA ABOVE - 12^ • / \ '\ .I / \ - - SCALE:1.1/2'= V-0'. IPPED TO BEAM INSIDE FACE OF LONC.CURB 1., - " - _ T ' A' l \ WDTH,SECURED WITH(2) ♦ DATE: Tuesday October 12,2010 e • ,. 51MPSON M25A TIE / // \\ \ \ COUNTERSUNK I2"THRU , t _ _ ___________ A.... / RD Le OBOLTS.STAGGERED 2'-0"O.G kFE PLATE wl5/4' _._._ _ , ._ __. ONE SIDE EA LVLo �H:5.9.4 1/4 ILIMMI, ANCHORISOLTS ORANCHORS ._ ____________ STEEL PLATE WEB .o dx' Catalano Architects Inc. s &.OL,(ING PWIO BELOW e LINE OF OVERHANGING STUDS -�.r. \�•_• ��•�•�•�•�•_i•�` 7�� I \\ 2-2X8 BOLT TO OLOCKING NI I i 3/0 BASE PLATE W N4" Q Q \ O O O O ; \ VW 3-5 8 I LAG tsars 115 ssac Street l ) EMBEDDED ANCHORBOLTSOR \ ,Boston,Massachusetts02110 - I I EXPANSION ANCHORS _ - I \ \ I / \ + ■ .telephone 617-338.7447 --- -- ; -- I I I I I facsimile617-338-6639 LINE OF OVERHANGING STUDS 7A6°X.%V PLATE \ ' � _ l OUTSIDE FACE OF CONC.CURB r\ ,' � • ------ OUTSIDE FACE OF CO CURB - • i I - ' . - FLANGE WEELD To FL AAf GEE] \ 1 51MPBON HIO-25EISMK TIE IS TYPICAL BOTTOM PLATE AT FDN WALL &211=1,1OM•PLATE AT FDN. 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MA!?i[S ?6A3�V) 11 FH WAtf? i I.4kE '7PW1 Iff MIYE^ -- I 4 f ICE +jON' / DF 11f1lAL , GI' � ►•1AI1; �� J � �fA���' OUMF E 499, DA v E L IN1 ibf . 6:JG; ILii Lil{E - �!`GK 1YIf r.Nf F, Ir+ME 7 L A ;r_1 A?7'IIYA: - I NAIW G1i7 ! +��- I _ _j WJ►1 v dJl: LI.. ft1JYl0i uIpr4dflAf16 f-' Af MkPrrAAj II! WAfE¢ 144.E A-5A5 I flLi�rC - VAGUUM ! rum rsut'b:' flffl►JU 14 (YPIGAL ,7E6K fWE 4Y5*EM PIN6 DIAGRAM I Tf6r flf'E flVff V%4111N1 99fW16, PkvfSU14 frpEV[Il r F � r'AfEW MW UVVili I F".aM Gift MLII ' Ati (\ NAIK IINf ro' t - JGcD;uAk;Gr r"f4f' D MSf9. 41]G1VAI .!fIF -Orr'IOrJA;,-:EkrE� -_ �iF Fi : U[Ai YA1VE I ff� Q `iKil,r•S� 1 -- ---- I �LZN GF,yWT ' I- - - - - / 7C'JCN :INFf h DAVID \ G\v NAt�J rated / f; (0?' C Al k L) ► . \ r \! l I %� � V BERG �, r• j p NO 90290 `- - — - -- * pEfUiZAI .•wE vALvE !y f�0' !� GrA2Y T���.r```,/: li f�ltJ Tr?E r✓16`EI' ,5 .I�I:� N :) �Fscr�N`LF,NG<� ! 0 Ferrari Guszite Pools PA I a e r a w -1 aj i d a t i i be r i c I i g h t s a i i d 13 X I i WAater Valve '(Icat.1011 V`fucl (J ra c 1 1: 11 fo r the [Xc k, A re a A, A. -I ; C r, t t, f) I I Kxx) I I ... f i ran for & 'I, S N<t lo- CA-16ce -)ply wid \Vater,!�tjpplv- for "Vemporary 1, encing I *jw revwwed (,in d agreed i.,�n the ioct'itiom (# Fill /ierms _11-i ��edOhOVT, Oft / Understandthat I i MY ,.' N, - t( rie ev tw_)re, ot fiw��e 1(-�wafiwfs twv res�ull C )SI and will he far dw. ............ f ,IV rl S' p r OWNER ELEVATION Wet down concreto 8W, at iesst twee daffy for 7 days. Own0r10 determine (x*rect ttieyaw_n asrx)teKI c)r esiablt,,Oed Do not turn on pool fight when pool is empiry On Oxcavatx)n day Do not use nAbw hose when " pool as rt woll mark plaster No grading unless spw:tt4x, FILL OR STONE Brought to lob by addendWn. Pool area to be ferx-ed per County or (010rdinMas, gem to be sett ciosint; arw! self latchwV by ownw. �- -.1 L. V 0 � Ic V.-A t A GENERAL NOTES. 1. Elul, gas and tence work by others. 2. He&W ven&V by others 3. Up to a#1 hour pool excavation allowance 4. AddWKWW Work by addendum only. GENERAL SPECIFICATIONS SIZE Zai x �Z DEPTH 3' to 8'- SQ. FT. 90(3 -.-PERIMETER Ito VOLUME 3Z, C>00 LMACHINE -_ TRACTOR ❑ -BACKHOE ❑ STUMPS # LOADS # FILL AWAY D.O.P. ❑ GRADING YES EA NO [] HRS. RAISED BEAM ft. 6" ft. 12" LIGHT # 50 0 1 10V fq 12v ❑ FILTER,5�Ik - SIZE PUMP zS,c jh" - 12vC V SIZE DIRECTIONS SKIMMER # L 11/21' 0 RETURNS # -S 11/2" POOL CLEANER STUB CLEANER MAIN DRAIN.w/H,YDRO VALVE `AV,S SEPERATION TANK YES ❑ NO ❑ HEATER BTU NAT tg PRO Ej OIL IN 0 OUT M HYDRO THERAPY SPA 8 JETS —SIZE YES NO f!F,, —SKIMMER -0 MAIN DRAIN llrx,S SKIM ❑ NO El LIGHT -ilj_5 11 0V 12v El AIR BLOWER YES NO 0 COPING r4,� TILE BOARD SIZE COLOR LADDER STEP RAIL fig,4 F-1 INSTEP ___ CHLORINATOR \--( V: C- kfLf_ TIME CLOCK ROPE RINGS w/ROPE & FLOATS 13 NV_A DECK by: by: —FENCE ELEC. by: TREES by. - NOTES C_ 9-N*kV- '(%,V Savo 1W " L C I I DRAWN SALESMAN I DRAWNBY ECI CHKED AWBY Nam A,% 9 I..X Address (a --'—'wj City ke State Zip Code + Res. Phone:-- Bus. 3-11 -14 Permit Irtsp. --- Job # CERTIFIED PLOT PLAN YES 0 NO ❑