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HomeMy WebLinkAbout0080 CROSS STREET go ass Sf. / � 9ie^'' ,..,,"fM,�^n'n .. . .....a...°. `pF.►�►oh�o� Town of. B arnstable BARMARS- E.p Regulatory Service's MASS. 0 i6,q. �0 Building Division pTFO 39.a. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 } Inspection Correction Notice Type of Inspection 3 Location Fo d A n 5 S S—': C--r• Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: o r Co J C, yt,� a-t�c— � t C7a-t2 11� 5 �o I 0c� �a � _ �- �S t�n7' -ref -F-� G�G�t< ate e -`E�? -2 6�cP LC?Y�72 ° �f 1�1 79,C/M(/J 672� �d7V� 1./� `) a f Please call: 508-862403S"for re-inspection. Inspected by Date //� // �� � � � � � � � „� �^� \ _ �---- W � a ---_, �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 3 Map ParcdPa Application V/0� Ttz� #Health'Division Date Issued �� v Conservation Division ��� ' ���/� .. Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation /Hyannis Project Street Address T�4 G�D6-9 67—. Village lJf Owner / CiC/LS . y �/�� � Address Telephone ` Permit Request 3 �'E� �.E !�/16 j7i7,,J4 ��ce 4 '30ZfWC04 f cd ', ..��Tzl� � s�) ��T��i �� /��l�uyT7.c��' l�A���✓T Square feet: 1st floor: existing,2360 proposed 3712 2nd floor: existing 1177 proposed ,#J Total new 7�•✓ Zoning District QQ ' _ � �� c y n� Flood Plain � Groundwater Overla � Project Valuation ® 000- Construction Type-/4�7_ eld_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W" Two Family ❑ Multi-Family(# units) Age of Existing Structure Ae Historic House: ❑Yes gNo On Old King's Highway: ❑Yes gNo Basement Type: YFull m Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) (P/a 0- Basement Unfinished Area (sq.ft) Lle Number of Baths: Full: existing new J� Half: existing new O Number of Bedrooms: existing 4 new Total Room Count (not including baths): existing new - First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other Central Air: igYes ❑ No Fireplaces: Existing 'J New Existing wood/coal stove: ❑Yes ONo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑e ' ❑ new size_ Attached garage:A existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Selo Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ By Commercial ❑Yes ❑ No If yes, site plan review# �F`0 Current Use Proposed Use APPLICANT INFORMATION Am__;t� (BUILDER OR HOMEOWNER) Name Telephone Number Address P01C ' License# ADS 7 Corrr�r, I' OZto35'' Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1 '/fin' SIGNATURE DATE fZA�!` r e FOR OFFICIAL USE ONLY - Y t APPLICATION# DATE ISSUED - MAP./PARCEL NO.. ADDRESS VILLAGE '> OWNER t DATE OF INSPECTION: .� f r FOUNDATION' FRAMES ( k ftqig6 � fill k INSULATION'91V o t/l&A kc FIREPLACE 2 ELECTRICAL: ROUGH FINAL f, PLUMBING: ROUGH FINAL -- GAS: t -ROUGH FINAL ;'FINAL BUILDING h !l Rho - tSri ®K l cc Rs,� r DATE CLOSED OUT Y ASSOCIATION PLAN NO. Th.e Commonwealth of Massachusetts Y i Department of Industrial Accidents Office of Investigations 600 Washington Street . t Boston;MA 02111 sy www.mass.gov/da Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/OrganizatiorAndividual): Address: City/State/Zip: C071QUIr" Xelt DZ4�vi' Phone # : Are you an employer?Check the appropriate box: Type of project(required): ]. 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. 'X. 'Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h 9. Building addition No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions f oficers have exercised their 1 1. Pmin ions 3.❑ I am a homeowner doing all work ❑ Nbg repairs or addit P myself [No workers' comp, right of exemption per MGL 12.❑ Roof repairs insurance required.] t c..152, §1(4), and we have no employees. [No workers' 13:❑ Other comp. insurance required.) *Any applicant that checks box#!]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 submil a new 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 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: Gam►/�/� Policy# or Self-ins. Lic. #: 6Pf,,!57Jt/ 3-^0'17(PM7�—2 "lo Expiration Date: ! L� Job.Site Address: ,Fo 6W s-e City/State/Zip: C�i 17" 02� 14 , 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 MCL c• 152 can lead to the imposition of criminal penalties of a fine up to $J,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the-Violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certiVY tin the pains penalties ofperjury that the information provided above is true and correct. Si natur UarGr���d Phone#' Official use only. Do not write in this area, to be completed by city or town official City or Town: PermiULicense# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector L6. Other Contact Person: Phone#: hformadon and fnstruc 0-P Massachusetts General Laws chapter 152 requires-a)) epnploycrs to provide workers' compensation for their employees.. Pursuant to.this statute; an emplo))ee is defined as ".,.every person in the service of another under any contracl of hire, :express or implied, oral or written." An employer is defined as "an Individual, partnership, association, corporation or other legal entity, or any iwoor ore of the foregoing engaged to a joint enterprise, and including the legal representatives of a deceased employer, Or receiver or trustee of an individual, partnership; association or other legal entity, employing employees. However the owner of e dwelling house.having not more than Ihree apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do`maintenance,-constntclion or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be decmed to be an employer." MOL{chapter 152, §25C(6) also states that "every state or local licens8mg 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 conunonweal[h nor any ofits political subdivisions shall entcfinto any eonlract for theperfofthance ofpublic-work until acceptable evidence ofcompliance with the insuranec requirements ofthis chapierhaye beenpresentsd 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-coniractor(s) name(s), address(es)and phone number(s)along with their cerlificate(s) of Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees other than the insurance, 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 Departmcni of IndustriaJ Accidents for confirmation ofinsurance coverage. Also be sure to sign and date th-e affidavit. The affidavit should be returned to the city or town Lhat 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,workcrs' 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 al [he bottom of the affidavil for you to fill out in'the event the Office of Investigations has to contact you regarding the applicant. Please be,sure to fiillin,the penni0license,number which will be used as a.reference number. In addition,an applicant that must submit multiple permil/license applications in any given year, need'only submit one affidavit indicating current policy information(if necessary)and under"Job Site-Address" the applic.ani should write"all ]ocattons in ___(city or town),"'A copy of the affidavit that has been.officially stamped or marked by the city or town rn'ay be provided to the that a valid affidavit is on file for future permts or licenses. A new affidavi 1p�ust be flied nut each a licant as roof - lure PP P. co ven year. Where a home owner or citizen is obtaining a license or permit not related to any business;or mmerct aJ ,e, a(i dog license or permit to burn leaves etc.) said person complete is NOT required to this aJFfidavii. III ;: The Office of Investigations wou ike lo�ilikyonrin a�i*a�ee €orb-0 ^nPratinn and should y4Uhaye any questions, plcase`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 InYestigations 600 Washington Street Boston, MA 02 1.11 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Fax 9 617-727-7749 Revised 4-24-07 www.inass.gov/dia RightFax C2-2 9/9/2010 6:09:21 AM PAGE 2/002 Fax Server ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/09/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(fes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder In Hsu of such endorsement(s). PRODUCER CONTACT NAME- PHONE FAX HORGAN INS AGCY INC (A/C,No,Ext): FAX (A/C,No): 44 BARNSTABLE RD B E-MAIL ADDRESS: PO:BOX',2SO ^.. PRODUCER HYANNIS,MA 02601 CUSTOMER ID#E 28XBF INSURER(S)AFFORDING COVERAGE NAIC 13 INSURED INSURER A: CONTINENTAL CASUALTY COMPANY NSURER B: A I ENTERPRISES,INC INSURER C: INSURER D: PO BOX 2056 INSURER E: COTUIT,MA 02635 INSURER F COVERAGES CERTIFICATE NUMBER:: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW'HAVE BEFJI9SSUED 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 HERON IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR -AUDLSUB POLICY,EFF QATF., POLICYEXP DATE_--, TYPE OF INSURANCE .. �K Ql lllltl6E 'I Y1WY),;`: :.111110 HYY1�!(. f.:': LIMITS LTR r E•SR .... .GENERAL LIABILITY ,r EgGH OCCURRENCE $ COMMERCIAL,GEENERALLIABILITY, L; :.„.�" . ' -DAMAGE TO-RENTED' $ CLAIMS IaADE' OCCUR:`"' PREMISES(Ea occurrence) •MEDEX R(Any ons person) r $ PERSONAL&&ADV INJURY $ GEN'LAGGREGATE'LIMITAPPLIESPER=r GENERAL AGGREGATE $ POLICY PROJECT LOC PRODUCTS-COMP/OP AGO $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO "" LIMIT(Ea accident) ALL'OWNED'AUFOS," BODILY INJURY `' $ SCHEDULE AUTOS (Per person) HIRED AUTOS :; [: BODILY INJURY $ (Per accident) NON-OWNED AUTOS = PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ "EXCESS LIAB CLAIMS-MADE - AGGREGATE $ DEDUCTIBLE $ RETENTION'$ ?: $ WC STATUTORY LIMITS OTHER WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY YIN UB-0276M742-10 0 7l1&/2419 07/1812011 E.L.EACH ACCIDENT $ 500,000 ANY PROPERITORIPARTNERIEXECUTIVE N E.L.DISEASE-EA EMPLOYEE $ 500,000 OFFICERIMEMBER EXCLUDED? - (Mandetory T:$ If yes desalbe under.:. a`.. L DISEASE POLICY LIMI 500,000 DESCRIFTION OF OFEt1ATIDNBIielow DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIRESTRICTIONSISPECIAL ITEMS ' TH15 REPLACES ANY PRIOR CQ wicATE issues FOTIm`CERTTPICATE HOLDER AFPECTW(3WORKERSCOW COVERAG& CERTIFICATE HOLDER CANCELLATION _ DENNIS&SUSAN AUSIELLA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES.BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF;NOTICE WILL BE DELIVERED IN ACCORDANCE 80 CROSS ST WITH THE POLICY PROVISIONS: AUTHORIZED REPRESENTATIVE CO=,'MA 02635 Dennis Chookaszis ACORD 25(2009/09);' 1909-2009 ACORD CORPORATION. All rights reserved. 'ES-6h6t t�b ��e V 4 Irt Project Title: Architectural Innovations Energy Code 20091ECC Location: Cotuit,Massachusetts Construction Type: Single Family Building Orientations" Bidg.ffaces'O'deg.from North Conditioned Floor Area: 800 ft2 Glazing Area Percentage: 15% Heating Degree Days:. 6137 Climate Zone: 5 Construction Site: O"er/Agent: Designer/Contractor 80 Cross Street:;. ; Architecural Innovations,Inc Colony Insulation,Ini; Cotuit,MA PO BOX 2065 28 Jonathan.Boume Drive Cotuit„MA 02635 Pooasset,MA 02559 508.428-4219 608-563-6049 Compliance:0.1%Better Than Code s • Ceiling 1:Flat Ceiling or Scissor Truss . 450 Job 0:0. 16 Ceiling 2:Flat Ceiling or Scissor Truss 150 30.0 0.0 5 Wall 1:Wood.Frame;<t6"o,c. „14 Orentationi Front Window 1:Wood Frame:Double Pane with Low-E 68 0.310 21 SHGC:0.50 - Orientation:Front Wall 2:Wood Frame,16"o.c. 252 21.0 0.0 13 Orientation:Back Window 2:Wood.Frame:Double Pane with Low-E SHGC:0.50 Orientation:Back Watl 3:Wood Frame,16"o.c. 370 21.0 0.0 18 Orientation:Right Side Window 3:Wood Frams:Double Pane with low-E 60 0.310 19 SHGC:0.50 Orientation:Right Side Wall 4;Wood Frame,16"o.c. 260 21.0 0.0 14 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 22 0.310 7 SHGC:0.50 Orientation:Left Side Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 800 30.0 0.0 26 Furnace 1:Forced Hot Air 95 AFUE Compliance Statement The proposed building design described here is consistent with the building plans,speacations,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requiremeplip lispd in the REScheck In clion Checklist. Flame-Title;' ' If 1419natula Date Project Title:Architectural Innovations Report date:08/25H0 Data filename;C:IDocuments and SettingsUUNE.colonyWy DocumentslRESchockWctr8.24-10-8OCroasSt-Cot,lxk Page 1 of 5 TOO[8 uOIZV'IfISNI AN0100 LTT9b99806 %V3 tZ:OT OTOZ/2Z/80 REScheck Software Vomion 4.3.1 inspection Checklist , Ceilings—,. ❑ Celling 1.Flat Ceiling or Scissor Truss R 30.0 cavity nsulat w. Comments: ❑ Ceiling 2:FIat.Celling or Scissor_Truss,R{30.0 cavi insulation Comments: Above-Grade Walls ❑Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑Wall 2:Wood Frame,16"olc.;R-21t0 cavity Insulatkin:'; Comments: Q Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16",Q.c.,R-21 0 cavity.insulaton,: Comments: Windows: ❑Window-.l rwood Fr4m6 Double Pand with Low-E,U-factor:0.310 For windows without labeled U-factors;describe features: Vanes—Frame Type Thermal Break? Yes—No_. Comments: Q Window2:Wood.;Frame:Double.Pane:with:,Low-E,,.V,:factor:.0.310 For windows without.labeled U-factors,describe features _ #Panes Frame Type Thermal Break?_Yes_No J Comments: ❑Window 3:Wood Frame:Double Pane with Low-E,U-factor:0,310 For windows without labeled U-factors4escribe features::, Vanes—Frame Type Thermal Break?_Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: Vanes—Frame Type Thermal Break?—Yes No Comments: Floors: ❑ Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.95 AFUE or higher Make and Model Number: Air Leakage: Q Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or.otherwise sealed with an air barrier material,suitable Mm or solid material Project Title:Architectural Innovations Report date:08125110 Data filename:C:1Documents and Setdngs\JUNE.colonylMy DocurnentslRESchack0ith-8-24-10-8OCrossSt-Qlt.rck Page 2 of 5 ZOO NOI,LVUSNI AN0100 LTT9t92905 %VA VZ:OT OTOZ/5Z/80 Alr barter end sealing exists on cgmmon waifs b@twesn weI(M9 units 4m a @lior yrslls, @hjnd to slsilowers and_in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)swIed with a gasket or caulk = ::between the"housing and the interior wall or ceiling covering. Access:doors.separatingcondtioned:from-unconditioned.apaceerdweoWe!tstOpped;ar utated:(qut_irwulati4g:(;cmpresslon:or; damage)to at least the level.of. on,q ;eurr0undir@}surfaces-_ytlhere,loose:.flll.lnp4h.49R 9Wsts,4 0aflie;gr retainer is installed to maintain insulation application. Wood-buming fireplaces have gasketed doors and outdoor combustion air: Air Sealing and Insulation. O Building envelope air tightness and insulation installation complies by either 1)a post rough in blower door test result of leas than 7 r. ACH at 33.5 psf OR 2)the following items have been satisfied (a)Air barriers and thermal barrier Installed on outside of air permeable insulation end bresifs or joints hi the air barter are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped calling/soft is substantially aligned with insulation and any gaps are sealed. (c)Above=grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air bonier. (d)Floors:Air barter is Installed at any exposededge'of iiisulahon.`` ;;, (a)Plumbing and wiring:Insulation is placed between outside and pipes,Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown..insulation.extends behind piping and wiring. ft::Comers,headers,:.narrow framing cavi4les,:and_rim joists are insulated. (9)Showedtub on extericr wall::Insulation,exists between showeraltubs and:exterioc wall:•s Sunrooms; i ❑ Sun►ooms that are thermally.Isolated from the building envelope have.amaximumfenestration U-factor cif:0.50 end.the maximum iskylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope i requirements. Vapor'Retarder: Q Vapor retarder is installed on the warm4n winferside'of all'non=verrted frarned callings;Walls'a►d'floors;or it has been,determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation ale provided. Comments: Materials Identification and Installation Materials and equipment are installed in accordance with the manufacturer's installation Instructions. Lj Insulation is installed In substantial contact with the surfsce.being insulated end In a manner that schlevis the rated R-value. i Materials and equipment are Identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing Us-factors,and heating equipment efficiency are dearly marked on the building plans or,specificaflons. ..::.. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are Insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are.3ubstantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,maedcs,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment andior fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam, Where a partially Inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 64.0 cf n(8 cfm per 100 111:2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler endosure):Less then or equal to 96.0 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. Project Title:Architectural Innovations Report date:08/25110 Data filename:C:1Documents and SettlngsWUNE,colonylMy Do umentslRESchadclArch-8-2410-80CroseSt-Cot.rdc Page 3 of 5 £00 X011V'IRSMI AN0110D LTT9fi99905 XV3 29:0T 0TOZ/SZ/80 (8)Rough-irt total leakage.test with:air:handler tnstelled;,t eas;than or equal to 48.0 cfm(8 cfm per 100 1112 of conditioned floor area) when tested at a pressure differenfial of 0.1 inches w.g. (4)Roughen total leakage test without air handler Installed Less than or equal to 32.0 cfm(4 efrn per 100 ft2 of conditioned floor area). :!5'. Temperature Controls: Lj At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at TO degree F for the heating cycle and 78 degree F for-the coollingcyels ;: Heating=and Cooling Equipment Sizing: Additional requirements forequipmentsizing are indLtded:byart:lnspodion-for cornpilanee,whh:theinternational:Resid"aI Code. L3 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC CommIerdal Building Mechanical and/or Service Water Heating(Sections 503 and 504). Clrculating,Service Hot Weteir Systems', Circulating service hot water pipgq are insulated to R,_,-2. Lj Circulating service hot water_systems Include an automatic or accessible manual switch to turn off the cvcuiafing pump when tie system is not in use. Heating and Cooling Piping Insulation: (] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees Fare msulated tic R Swimming Pools: ( .._.:Heated swimming pools have an on/off heater switch. (] Pool heaters operating on;natural gas or,LPG hpve anleleptrQnic,pllo4llght L] Timer switches on pool heaters and pumps:are,present . Exceptions; Where public health standards require continuous pump operation. Where,pumps operate within solar-an,d/or waste-heat-recovery systems. L1 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum Insulation value of R-12. Exceptions: ,-.. . ,.�..., Covers are not required when 60%of the heating energy is from site-recovensd energy or solar enertry source. i Lighting Requirements: L] A minimum of 50 percent of.the lamps in permanently Installed lighting fodures'can tra categorized as dnj of the folktwing: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per waft for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and< 40 (e)60 lumens per waft for lamp wattage>1 40 i Other Requirements: . ! Snow-and Ice-melting systems with energy supplied from•,the servlrzx to:a building shall include autornatii eontiols capable ofehtitting off the system when a)the pavement temperature Is above 50 degrees F,b)no precipitation is failing,and cj the outdoor temperature is above 40 degrees F(a manual shutoff control is also Pe sly requirement'c'j. Cartiflcate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insuiatiart R-values;window U-factors;type and efficiency of apace-conditioning and water heating equipment.The certificate does nol cover or obstruct the vislbli ty of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Architectural Innovations Date filename:C:Wocuments and SettingsWUNE.colonyft DocumentslREScheckArch-8-24.10-SoCross$t,Cot.rdt Report em p�q 25/10 f+00 f N0I1V1If1SNI AN0,103 LTT9t99909 %V4 9V OT 0TOZ/9Z/90 I i �f_ r i 1 Project Title:kchitachir'ai Innovadons'` Repot date:08/25110 Data filenarns:Mocuments and SettingMJUNE.00lorw)A y Documents%RESchedt1Ar -Got rck;, Pege S of 5, . I 500f�j NOI!Vlflg!4I XAog6b : LT 9�94809°'%V� -9,z,OT OTOZ/5Z/80 �J( 20091ECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wait 21.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 0.50 Door gil .. Forced Hot Air Furnace 95 AFUE Water Heater. mame: Date: Comments: 900 f j NOLLVIMSNI AN0'I00 LUMS808 %VA 99:0T OTOZ/9Z/80 i Massachusetts Department of Puhl:e S l Board of Building Regulations and Standards. Construction Supervisor License License: CS 50457 Restricted to: 00 PETER M POMETTI PO BOX 2056 COTU IT, MA 02635 Expiration: 4/19/2012 C'nmmissinnrr Tr#: 21436 BdWA- �\ HOME IMPROVEMENTCONTRACTOR Registration: 109606 Expiration.. 9/21/2010 Tr# 274229 =Typec>Private Corporation A I ENTERPRISES INC.. PETER POMETTI 140 LITTLE RIVER R0:';;. COTUIT,MA 02635 Administrator I— A � Town of Barnstable Regulatory Services l,LRTl6TABi.� • . uAss $ Thomas F. Geiler,Director, d ►`� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us office: 508-862-4038 Fax: 508-790-6230 Property O-V Yier mgst Complete and Sign.This Sectlori, If Using ABuilder I, / IV�.rLG-� 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) Signature of Owner Da l � -?7,4LS Print Name If Property Owner is applying for permit please complete the Homeowners License,Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable �� of TIC ropy o .. „• • T Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main.StreetHyannis, MA.02601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOh7EOV NER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT"MAILING ADDRESS: city/town state zip code 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 whc. does not possess a license,provided that the owner acts as supervisor_ DEFINITION OF BOMEOwNER ". Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached sttuctures accessory to such use and/or farm structures. A person who constrycts 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 be/she shall be responsible for all such work performed under the building permit. (Section 109.l.l) 71he 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/sbe understands the Town of Barnstable Building Department MIDI mum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homcowna 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 hilt to do such work,that such Homeowner shall act as supa-visor." 4-any homeowners who use this cxcrrrption art unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supavisors,Section 2.15) This lack ofawarcness often rosults in serious problems,particularly when the homeowner hires unlicensed parsons: In this case,our Board cannot proceed against,the unlicensed person as it A•ou)d with a licensed Supervisor. Tlic homcowncr acting as Supervisor is ultimatc)y responsible. To cnsurc that the homeowner is fully aware of his/her rzsponsibilities, many communities require,,as part of the permit application., that the homeowner certify that he/she understands the rrsponsibilitics of a Supervisor. On the Iasi page of this issue is a form currently used by several towns. You may care t amend and adopt such a foml/cerbfieation for use in your corranunity. Q:for7ru;homccxcmp1 � W16 E*W, 162 12, -EX/ST1NG J AY ESA/T FOUNDA 710N 01 LOT 22,056f S.F. 56.9' o EXrsnNG 04 l FOUNDA 776WS v� 66.8'1' ,2 � \ \ ` \ _ of � 1 — P' Scale:l = 40 x 0 20 40 60 80 100 FEET. FOUNDATION PLOT PLAN { , PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A 'BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #80 CROSS STREET, COTUIT, MA SCALE 1" 40' DATE 11/15/2010 " PREPARED ,FOR: REFERENCE MAP 33 P CEL 29 DENNIS & SLT c ' " rq SIELLO DB 10507 PG 28.8 DANIEL HEREBY CERTIFY THAT'THE STRUCTURE` A. SHOWN ON THIS PLAN IS LOCATED ON THE . U OJALA Cn GROUND AS SHOWN HEREON. No.40980 off i�5 5W M sa-samo' F ��OFE W g\o�U ti down cape engineering, Inc. I I; f k C/l//L ENGINEERS ------------ ------------ ----- LAND SURVEYORS 939 Main Street - YARMOUTHPORT- Mass. DATE REG.. LAND SURV OR n('F Y1r)—r)&. 10-063 MP.DWG Assessor's yp and lot number .....Z�... z�. [.�../.................... CF"It HE TO Sewage Permit number ...........................................w. Z BARNSTABLE, i House number :............................................................ rasa >' 04 039. 9� MF'f a` TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION;FOR PERMIT TO ........I)V6b........d6v .................................................................................... TYPE OF CONSTRUCTION .......G.t&X). ........ ........� x.L"�0 ........................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location / '............6a�r-�......�...�................`.Y. ...................!... .......................................................................................... ProposedUse ..... 1X •.�� .....� P% i La( .....................................................................................I......................... 1 ZoningDistrict .....�....................................................................Fire District ....�. ..........................?......,..................`....................... .. Name of Owner .1/0� �.. { !„ f(U................... .Address 1�?. Name of Builder .!..r� ..e..........Address ....... �?. :..r ...rl.C) Name of Architect � .>r. /`G... s.... ... /6� �`�J�<<... /, � �......... .... ..................Address ..,.. ...... ........... .. .......... .................. Number of Rooms ................... ................. ....Foundation ....... ww/v Exterior ......�i�/ ././G�.... ° U /r� --....,...................`...........Roofing ................................................ t r Floors � ....Interior ...... J) �-- _..............................r........ r............................ ......................................... Heating �7/"fix'. ...!�(/ +7 ..r.....� 1t�.Al42� x,n, Plumbing AIPM ...........::. .................................................................................. r � r �µ,..me.,.... Fireplace ....................................Approximate Cost ok�..Pg Definitive Plan Approved by Planning Board --------------------------------19-------- . Area .......................................... Diagram of Lot.and Building with Dimensions Fee �Q ~ SUBJECT TO APPROVAL OF BOARD OF HEALTH f, 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . . .............................. Construction Supervisor's License ..��.�.��.............. MacMILLAN, DON A=33-2j9l No .2.7.7.9.1... Permit for .ADD...TO...DWE.LLI.NG ..... .. ..... ....... ....... • Single Family Dwellinq ... ....................................................................... C(iatijb.Cross Street PLI.............................................................. Cotuit ............................................................................... Owner ....Don MacMillan .............................................................. Type of Construction .........)�-KAMIP.................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ..Apri.1...23, 1.9 85 Date of Inspection ....................................19 Date Completed ......................................19 r Assc�o�ap and lot number ............................................. Sewage Permit number ...:....................... :7. ,� { Z 2KR33TADLE, i House number .............. ... s:..... :} SEPTIC SYSTEM �39Ar co em TOWN ,OF BARNS ' fiTZITLE 5 AND 4ENVIRONMENTAL TOWN LAT, E BUILDING INSPECTOR APPLICATION FOR .PERMIT TO ...... . /v TYPE OF CONSTRUCTION ......:Ul- D.......,...... ...�./ ..��.C. ....................................................... ........ i ...........................19.1 S TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /�,, P Location .............. . .�-5,��.......�..7..................4.N...�l�.:.s ............:..............................................:......................... ProposedUse .... .... .........................'.................................................I......................... ZoningDistrict ......................................................................Fire District .............................. Name of Owner .liv•.. �1'!!G�{,. ......................Address (Q /kl�'"� � ...b.( `1 Name of Builder f LG( .C� /. ..t........:'.Address .......L W fC���.. Name of Architect 1�. - tl...CO./.. ...�B..I ..........Address .. ' .ge. /l! NW/1, —Al I.,......... Number of Rooms .................../.......................:....................Foundation ..:.. ...: . � ,Hof...cf�....��ff �....5�1..!�...�.'�.. ... Exterior ....... .. .n L'................................ Roofing .... . . .. ....... ..` . ................................................... .1........... ��......... '�- Floors � (� Interior ....... fw �L . .. ......... ............................................................. JQ. ................................................. Heating .... 0 ..V.....l// c.Plumbing ... � h ..... ....... .................................................... .... .. �.J.�1.;�.d�. ��. C. 2 Fireplace .......J V.0.............................................................. Cost ...... ............'................. ....T..:....... . Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ...v......................... e SUBJECT TO APPROVAL OF BOARD OF HEALTH r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGSQ� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ............................. .Construction Supervisor's License ......... .. � MacMILLAN, DON No ....27,791 Permit for ..A,DDI. ID.N. ............. ..... S I.G.gIQ...EaMi ly....Dotelling.......... : Location .,....G,mas...S.treet................. g .... .............Cots.i.t.......................................... f f Don MacMillan Owner .................................................................. Type of Construction ..._:F.rame........................ ....... ....................... ,Plot ........................ Lot ................................ Permit Granted ......April...2 3�." ....19 85 qb r Pate•of Ins ection �" 19 p Dote Completed i c R ^ ee F ssor's Office(1st floor) Map Lot ` - Permit#servation Office(4th floor) Date Issued Board of Health(3rd floor)(8:30-9:30/1:00- 2:00) - Fee moo. d?j /Engineering Dept. (3rd or House#1 oF"�►q� Planning Dept.(1st floor/School Admin. Bldg.) r BARNSTABLE. •. Definitive pproved by Planning Board 19 e v rED N11d�' TOWN OF,BARNSTABLE, Building Permit Application 6Z' /Proje ddress C lf OS S S T - / Village (' (! J F 7 / Owner B yv )t9 , G G L Address .Telephone / Permit Request f_ � C Total 1 Story Area(include 1 story garages&decks) square feet e} � Total 2 Story Area(total of 1st&2nd stories) square feet S5 Estimated Project Cost $� , Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial / Residential Dwelling Type: Single Family ,/ S Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information /Name o-1- 0 0 OL Telephone Number � -- - /N S b �, 7` p � 3 l� 37 201 Address E r-'a A T It �1-0 VA/ r 4 L � � 6 License# = O �T�J� JV c� .t� Home Improvement Contractor# - 030 F7 Worker's Compensation#✓ lT�� �� 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 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY - - i PERMIT NO. #9463 DATE ISSUED August 1, 1995 i MAP/PARCEL NO. 033.029 ADDRESS 80 Cross Street VILLAGE Cotuit, MA 02635 = OWNER Donald J. Mac Millan - -DATE OF INSPECTION: FOUNDATION FRAME INSULATION -FIREPLACE t ELECTRICAL: ROUGH FINAL ,PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT " ASSOCIATION PLAN NO. f 11:02194 ii:02 $817 i2i i122 .aa.� /� 1�oIju-no/2WPaNt o f Mamachade& ... - ..Uc f�ai1`insnl o�.�iu�wGia�.,/vccidaw 600 Wa lox S&d . V lmdA 0Zf f 1 : James i Campbell Laos�on, aeeac , C=missidner Workers' Compensation itmnmce Affidavit ✓ . with a principal place of111 `+'OR t�4 0 ,9 ? do hereby certify under the pains and penalties of peryury, that: () I am an employer provid'mg workers' compensation coverage for toy employees world this Job. t4 Insurance Company Policy plumber ra O I an a sole proprietor and have no one working for me in any capacity am a sole proprietorqW0;jjje iitIj;:g mXrkZ w (circle one) and have hired contractors listed below compensation policies: Insurance ConrpanylPoGcy Nut Contmator � 2- 61 fi Contractor huim=ce mpany/Policy Nuts Contraaor Instuaace Company/Policy Nut O I am a homeowner performing all the work myself. I�adtssrnd t.4at a cot:r of this s=te:mm will be forwarded to the OMM of imesdprions of dw DIA for coverage vattioation and ftt fair cave.Fe s rami ed under Swim ZSA of MGL 152 Can lead to the knpa"on of a Mimi pcnatfM CCcaadae of a tine Of up co S1,500•a• yea:s, imvisorram as well as civil penalties in the foun of a STO P WORK ORDER and a the of S 100.00 a&Y agues me Signed this day of r7 Ucensee/Permittee Building Department Llc[MU sing Board Selectmen Office Health Department ;. COMMONWEALTHOF t n' }y �k� MAfteCCt1USETTSER ;r r ;` 9 HP .0 EH T NTRKTOR EXPIRATION DATE RNO strio106�486, 01 I11 /1995 y TYPg� �IDUA{. ;fir zv'�. RESTRICTIONS :;? . � E.xplrai6 /28/ ate �� 9� * NONE �; t , ,� � hr istzen� a;�t. ��tucrioa �" I • �� � ��� �►Y,��i>�' gip,, :�-� _. �,�:., � 7�yyJ �-��� � ''-" ! f ^PHOTO(BLASTING OPR ONLI��. 'rADMINIIMP 001, HEIGHT: 2 01, THIS DOCUMENT MUST BE `CARRIEDONTHE PERSONOFf� � `THE HOLDER WHEN ENt�, ' - �`d'aAGED IN THIS OCCUPATION.�y k The Town of Barnstable �} Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA aiwi Office: S08 790-M7 Ralph Ctt>sua F= 508 775-3344 Building Comte For office use only F Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,mod on,cmric swn, improvement, removal, demolition, or construction of an addition to any pre-editing owner oavpicd building containing at least one but not more than four dwelling units or to struc tmms which are adjacent to such residence or building be done by registered contractors,with certain comptiotts,along with other tuquimcuts I-ype of work: R F /0 ` A C E R ®d r f Est.Cost ,--Ad&=of work: d C X o S 5 7 �owner-Naznc: 119 ® A h M, C ate of Permit Application: I hereby certify that: Re&=tion is not required for the following reason(s):. Work cmduded by law ' Job wader SI,000 _Bnilding not owner-ooarpied Owmpullingomp=ft Notice is hereby gh-en that: OWNERS PUU ING THEIR OWN PERMIT OR DEALING WITH UNTtEGIS'TERID t:ONIRACtORS 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 Owners name To t C Date 0 "2 ima. WHILE YOU W=REOUT M Oj of V Phone Area Code Number Extension TELEPHONED wo oo�PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message ' Operator AMPAD 23-021-200 SETS �� EFFICIENCY® 23-421•400 SETS CARBONLESS. N T rn� _0 PROPOSED EXISTING ORIGINAL HOUSE TO REMAIN PROPOSED .0 j ADDITION ADDITION o O N o Z a In u_ a � FW J CONTINUOUS RIDGe VeNi J W ~O ASPHALT ROOF 9nINGLL9 a Q Q u TINUOUS RIDGC v T MATCH IX19TING CON O o {){yV=O N ASPHALT ROOF 9HINGIES I W 6 m F ¢PROPOSED O 12 = 4. ANDERSEN STORM - DOUBIe-nUNG VnNoo—OpvS Q B I U CASING AND 9nUTIFR9 1 T0 MATCH IXI9nNG SOFFT D[TAIL5 AND TRIM FRONT WINDOWS MArcn MaN House 2ND FLOOR GLG. AND STO RM ORM wATCn G ® ® ® DOUBIE.nUNG TANDwINDOwS DOUBIP-HUN WINDOWS ® ANDER9CN STORM WATCH CA SNUTTpR9 TO MATO1TQI IX19TING Tim O ® IN ® CASING T ® ® ® ® GC TO MATCH IXISnNG 12 Q Q `q10 SECOND FLOOR SECOND FLOOR ALIGN WITH EXISTING I.I. —ALIGN MTh EXI5TING wHlre CEDAR snmGlrs T IXAT9 O o MArcn IXLSnNG ENTRANCE LANDING CORNPX BOARpS NFV+SCP.EB!®IN PORLn TO MATCH IXISnNG CUS it I I 11111111111,1111111111 q I �g F.T.EQ—Y TOM SGRFIII5 WEEN 3O'%6'b'6 PANEL O © © O © CASED IN 1..MSPAPACED POSTS DOOR FIRST FLOOR Q FAMILY ROOM/NAL. I t E%ISTWG uVING ROOM FLOOR PROPOSED IMPORTANT FRONT ELEVATION ANY CONSTRUCTION THAT INCREASES UVING SPACE 1�a =r-0' BEYOND 1200'SQ. FT. PER LEVEL MAY REQUIRE THE ;NSTALLATION �DF ADDITIONAL SMOKE DETECTORS, Z a NOM,A SEPARATE PERMIT IS REQUIRED FOR THE NSTALLATION"OF SMOKE DETECTORS—THE ELECTRICAL — —————————————————-- ;ERMIT DOES N07 SATISFY THIS REQUIREMENT. . —T ROPOSeO 12 IXPN+DED ROOF ANDERSEN STORM—f- g DOUBLE-HUNG WINDOWS TO NUTGn ex19nNG ' CARBON MONOXIDE ALARMS 0 2ND FLOOR Cl-C. MUST gINSTALLE(I PER U MASSAOWETTS BUaDfIVG CODE Z Q 0-a w - IIII C ® G 12 STORM WATCH - _ I O OOUBIE-HUNG AND PICNRe w SECOND FLOOR W1NDOW5 W/CASING ———— TO MATCH IN 5TING - - ----------- -- I a cn Ml —ENTRPNCE LANDING I I Lul � I 11 O F W — Q 'I'll 1 1 1 OH I D OH \J I j W © © © © © © �, © I I'I' J I — BACK BEDROOM/DINING J ~ FAMILY ROOM/HALL i 1 I I Repute IXIST.wows 1 IIII III © I — V! Z I FAMILY ROOM/HALL W N Q ER15TING LIVING ROOM w5nG DOOR �. I i l /A 0 VI �. Z c O EXISTING GABLE c w PROPOSED PROPOSED EXISTING HOUSE PROPOSED EXPANDED 4' PROPOSED GABLE a Go LL SCREEN PORCH ADDITION 2ND FLOOR ADDITION REMAIN AS IS GABLE ADDITION EXTENDED PATIO ADDITION BEYOND w a PROPOSED DATE: 08/23 1 2010 RIGHT SIDE ELEVATION SCALE: AS NOTED I/C 1'-0, - DRAWING#: .a Al - 7 U) MARVIN WINDOW&EXTERIOR DOOR SCHEDULE O N KEY ROUGH OPENING W x H ITEM C STYLE NOTES 'T^ Q PROPOSED EXISTING ORIGINAL HOUSE TO REMAIN PROPOSED cmN mo m O 38-3/8'%68-7/8- CN3230 DOUBIP-HUNG COTTAGE WINDOW IMPACT RESISTANT O O W NO © 33'X77-I/8' CN3260 CASEMENT WINDOWW/TRANSOM IMPACT RESISTANT ADDITION) ADOPTION 0 Z'r a In 4 R E © Z 37'X 77-118' CN3GGO CASEMENT WINDOW W/TRANSOM IMPACT U515TMT BEYOND j O 34-7/16'%62-112' CN2868 FRENCH DOOR IMPACT RE5157ANT Jw U Q U O 34-7/16'k IB' C UCA TRANSOM IMPACT RESISTANT Qa Qr 40 O 30-3/8-X 56-7/8' CN2424 DOUBLE-HUNG WINDOW IMPACT RfN5TANT © 61-5/8-X82-1/2' CNS06B DOUBLE FRENCH DOOR IMPACT RESISTANT LINE OP PROP.GABLE - lJ j_ O O 26-3/8-X 60-7/8' CN202G DOUBLE-HUNG WINDOW IMPACT RE515TANT W O m PICTURE 2 ~C UR O 62-3/B'X 60-7/8' CN6055 PICRE WINDOW IMPACT RESI5TAN7 8 LINE Of MST.GABLE� ®SECOND ftom V O 26-3/8'%56-7/8' CN2024 DOUBLE-HUNG WINDOW IMPACT RESISTANT O 50-3W%56-7/8' CN4854 PICTURE WINDOW IMPACT RESISTANT I I 11111 11 a O 111 111 1 61-5)8'%B2-I/2' CN5068 FRENCH DOOR SA IMPACT RESISTANT 2ND FLOOR CLG. 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By GENERAL PSTRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE:, SHEARWALL HOLDDOWN SCHEDULE: 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: SECOND FLOOR HOLDDOWNS MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE '^PLYWOOD-(EDGES BLOCKED) � (1)-CS S COIL STRAPS W/(Y lOd(SHE x 3"LONG)NAILS WHEN WHICH IS BASED ON THE 2003'INTERNATIONAL`RESIDENTIALCODE. ROOF WITH(I)TSP CONNECTOR AT 32"O.C. PROVIDE(9)-IOd x f}.NAILS I - - - � TO THE STUD AND(6)-IOd NAILS TO THE DOUBLE TOP PLATE. � Sd COMMON OR GALVANIZED 60X NAILS @ 6"O.C.EDGES AND O STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP �`-� 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE 12"O.C:FIELD. END LENGTH AT EACH END OF STRAP OR(30)8d(0.131 x 2 L �1 0 CONNECTOR TO D APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT ) 1"LONG) WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REQUIRED WHEN USING H2A CONNECTOR PER NOTE 7,"ROOF FRAMING NAILS WHEN STRAP IS APPLIED DIRECTLY TO.2X-FRAMING FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". Lf"PLYWOOD-(EDGES BLOCKED) MEMBERS.(17"MIN.STRAP END LENGTH AT EACH END OF STRAP). DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS - 8d COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT W Q AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR THE 2.EXTERIOR WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO 12"O.C.FIELD. - EACH END OF STRAP. (IF STRAP IS LOCATED AT EXTERIOR WALL, h( Q DESIGN OF THIS STRUCTURE IS 110'MILES PER HOUR WITH EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE (lj CATEGORY'C'. COIL STRAP W/(14)IOd NAILS(7 NAILS AT EACH END OF STRAP)WITH A - IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE PLYWOOD- EDGES BLOCKED) SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE STRAP "+ CKE STRAP CUT LENGTH OF I8 THE CLEAR SPAN ACROSS BOARD. sD1 ( ) O d COMMON OR GALVANIZED BOX NAIL 2" AROUND THE HEADER BELOW. PROVIDE HALF OF THE REQUIRED 3.TtIE CONTRACTOR 1S RESPONSIBLE FOR CONTACTING THE LOCAL 3 8 S O.C.EDGES AND �I STRAPS TO SPACED AT 32"O.C.(EVERY OTHER STUD).STRAP 1S NOT � @ - BUILDING OFFICIAL FOR THE STRUCTURAL-FRAMING INSPECTION(S). IF REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. CS 16 COIL STRAPS - 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE NAILING AT EACH END.OF THE STRAP.) FTl. U THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE TO BE APPLIED OVER PLYWOOD SHEATHING. 3"NOMINAL OR WIDER AND NAILS SIIALL BE STAGGERED. Fri W W I. COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL - CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRST FLOOR STUD AND WALL PLATE TO FOUNDATION SILL O v)'-THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SI'IALL - PLATE WITH(1).TSP CONNECTOR PER 16"O.C. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2,AND 3 LISTED INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE- - - ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2}"). r l - A� VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE V FOUNDATION HOLDDOWNS:. THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR .PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE USED AS A SUBSTITUTE. - INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE FOUNDATION. - - GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S - - NO REVISION/ISSUE DATE EXPENSE. HDU5-SDS2.5 W/SSTB24 e'DIAMETER ANCHOR BOLT W/CNWi 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE COUPLER NUT BETWEEN SSTB24 AND r THREADED ROD INTO - CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN - HOLDOWN. POSITION SSTB24 W/ANCHORMATE TO ACCORDANCE WITH CATALOG C-2009. IT 1S THE RESPONSIBILITY OF THE - FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PLACEMENT. MANUFACTURER'S SPECIFICATIONS. � - PROJECT ADDRESS: 80 CROSS ST. 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL 5.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION SCHEDULE: - COTUIT,MA INSTALLED IN ACCORDANCE.WITH MANUFACTURER'S SPECIFICATIONS. HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION TO FLOORRIM BOARD ROOF FRAMING CONNECTIONS: L=1_o^TO 4'40 (1)LSTA 9 (1)SP4* L 4'-1"TOW-O (2)LSTA 9 (2)SP4* WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD - 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE � * - - � L 6 1"TO 8'-0"� (2)LSTA 12 (2)SP4 RIDGE WITH(1)LSTA 18 TENSION STRAP AT.16"O.C.STRAP TO BE _ Q.. (3).-16d COMMON NAILS PER 16". - - INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON - L 8-1"TO,10'-01, (2)LSTA 15. (2)SPH6* ) - NAILS TO RAFTERS.(REFER TO DETAIL�I-RF) L 10'1;;TO 16'-0". (2)ST2122 - -.(2)SPH6 - �; (4)-16d COMMON NAILS PER 16". - 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF. 'ALTERNATE:Tk1E,CONNECTOR SHOWN FOR THEJACICSTUD TO SOLE THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR.'CONNECTOR TO BE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO READER. ATTACH CONNECTOR WITH HALF OF THE L, L, F - 3 -SIMPSON SDS25312 x 3 WOOD SCREWS PER 16". - DIRECTLY T 2X TOP PLATES ON OUTSIDE ACE F WALL.APPLIEDN C O O 0 a z - ALTERNATE:USE I H2A FROM EVERY-RAFTER TO WALL STUD BELOW. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS A - O _ T THE SECOND FLOOR RIMFOUNDATION _ -O S CO 00 BOARD OR .RIMB ARD. TSP CONNECTOR PER NOTE t, WALL FRAMING UPLIFT CONNECTIONS", CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER. } [CONNECI ION TO CONCRETE FOUNDATION - RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS R. ATTACHED DIRECTLY TO FOUNDATION STEM WALL R CONCRETE LAB. 1 -"- -' - - -•-` S O CO C SLAB. WHERE THE ROOF RAFTERS CONNECT DIRECTLY TO THE FLOOR BOX USE H8 CONNECTORS FROM THE RAFTERS TO THE FACE OF THE RIM NOTE: - _ SILL:PLATE CONNECTION TO CONCRETE JOIST.. - F„ r �. •"A - - llIA.ANCHOR BOLTS AT 32" D.C. - O A.HEADERS FOR DOORS AND WINDOWS T HAVE l H CONNECTOR AT O SC n� 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE e"DIAMETER A307 1 M C K-E N Z I E EXTERIOR WALUFLOOR BOX AT THE ROOF WITH ROOF SHEATHING STEEL ANCHOR BOLTS WITH 3"x 3"x}"PLATE WASHERS WITH 7" - LEGEND: -ENGINEERING NAILED TO THE BLOCKING AT 6"O.C. PROVIDE'V'NOTCIi IN BLOCKING B. HEADERS 4'4"AND LONGER REQUIRE(2)JACK STUDS AT EACH END �..MINIMUM EMBEDMENT INTO CONCRETE. ' TO PROVIDE ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE OF THE HEADER. ` _ - CONSJLTANTS ATTACHED DIRECTLY TO DOUBLE TOP PLATE OF THE WALL OR RIM JOIST W/(1)RBC CONNECTOR. C.PROV IOF(I)A23 CLIP ON TIIE TOP OF ALL HEADERS AT EACH END OF. - - U �j SHEARWALL TYPE - 1279 MILLSTONE ROAD - HEADER TO THE KING STUD ADJACENT TO THE OPENING. - - BREWSTER,MA 02631 _ .. 4:PROVIDE"2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT TILE - - - p(774)353-2144 EDGE OF THE ROOF'SHEATHING. ATTACH SHEATIING TO BLOCKING W/ D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF O SHEARWALL GRIDLINE f(774)353-2142 8d NAILS AT 6'O.C.'RIDGE BLOCKING IS NOT REQUIRED WHEN - THE WALL,WITH(3)I0d NAILS TO DOUBLE TOP PLATE AND(4)-I0d NAILS SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR - -TO KING STUD. FOR CS 16 STRAP SIZE REFER TO NOTE"£'ABOVE.FOR SHEARWALL CONSTRUCTION: STRUCTURAL RIDGE BEAM. _ - FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO O - SHEARWALL HOLDDOWN TYPE � , - THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE W' 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X ' '�KJ , ABOVE. STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) Q� MARK�• \ FLOOR FRAMING CONNECTIONS: O SHEARWALL IIOLDDOWN RA V. G E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED'ABOVE 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C. USE(12)-16d IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NAILS AT EACH SIDE OF MINIMUM 4 FOOT LAP SPLICES IN TOP PLATES. SHEARWALL I.ATTACH DOUBLE TOP PLATES OF EXTERIOR FIRST FLOOR WALL TO THE OPENING. SECOND FLOOR RIM BOARD WITI1(1)LTP5 CONNECTOR AT 24"O.C.OR W/ • � 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE 3 (2)IOd TOE NAILS PER 12". F.SILLS FOR OPENINGS LESS THAN 4'4'WIDE REQUIRE(1)A23 CLIP AT - AND BELOW ALL OPENINGS IN SHEARWALL. PERFORATE SHEARWALL: CONTINUE PLYWOOD ABOVE TI4E BOTTOM OF THE SILL PLATE TO THE KING STUD AT.EACH END OF AND BELOW OPENING WITH NAILING ACCORDING TO ��. THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS ATCLIPS AT EACH SPECIFIED SHEARWALL TYPE.- o�F THE SILL PLATE ND OF THE SILL PLATE ON THE TOP AND BOTTOM OF SI'IEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR - #OF KING STUDS REQUIRED AT WALL OPENING - 's�'/tJ�AL F�G SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST - K , - FLOOR SHEARWALLS. - 16 5.REFER TOIiOLDDOWN SCHEDULE FOR TIE DOWNS ATSH EA RWALL ENDS. - -. JOB#:10-095 SII EET: 03/30/10 NONE SCALE:' ECT ' FF 1 REUD w z Q o ^ � Q MODEL NO. . DIA. MIN.EMBED. MIN.REBAR LENGTH SSTB16 5/8 12 Sol' 2x4 WALL 2x6 WALL - - BUILT-UP CORNER STUDS SSTB20 5/8 16 58 STB24 /8 20 66" H o (PER DETAIL. 1 ) - 6"O.C. 4"O.C. 6x6'DOUG FIR POST 6"O.C. 4"O.C. S 7 ST628 . wF ': - - 7/8 24 74" . `J SST834 - -7/8 28 - 82" ++ ++ + + + + SBIx30 1 24" - 96" ++ � + + SSP HDU HOLDOWN `NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND HOLD DOWN + + a HOLD DOWN (@ 16"O.C.) o LOCATED 3 TO 5 DOWN FROM TOP OF FOUNDATION WALL + + + + PER SIMPSON MANUFACTURER'S SPECIFICATIONS. (PER PLAN) ++ ++ (PER PLAN) PLAN VIEW ELEVATION VIEW - PLAN VIEW ELEVATION VIEW NO REVISION/ISSUE DATE 4�,14 #4 REBAR• � � SSTB HOEDOWN ANCHOR3"TO 5" REBAR dn _ (PLACE SSTB ARROWNOTES: NOTESDI TOPA ANCHORSILL1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWSANC PLATE - F DIAGONAL IN CORNERANCHOR BO � - �- � � U � OF I6d(0.162"x 3.5")NAILS AT 6'°O.C..FOR 2ND STORY SHEARWALLS. OF l6d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS.' - _ - z, APPLICATION) (PER GSN) � c d � �" - � PROJECT ADDRESS: 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS .2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS- SSTB HOEDOWN ANCHOR - EDGE DISTANCE OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR-IST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST STORY 80 CROSS ST. - 1.75 FOR 2X4 WALL SHEARWALLS. - SHEARWALLS. COTUIT,MA MIN.REBAR 2.75"FOR 2X6 WALL " 2A HOLD DOWN C� PLAN VIEW 5„MIN. I BUILT-UP CORNER xD EXTERIOR BUILDING CORNER wF END OF SHEARWALL ROOF SFEATHING ROOF SHEATHING - - EDGE NAILING- - -ROOF RAFTER _ LSTA STRAP @ 16"O.C. 2X BLOCKING BETWEEN / PER PLAN ` (PER.GSN) RAFTERS(NOTCI-1 FOR - VENTILATION IF REQUIRED. ROOF SHI-LSTHING - REFER TO ARCFIITECTURAL: EDGE NAILING _ PLANS FOR MORE INFO.) (7)-I OD@ EACHD mus . +-{-++++ +++++++ /-DOUBLE 2X TOP PLATE ��AA �Y ROOF RAFTER PER PLAN.(REFER !vf C K;E N,Z(E SEL'ALTERNATE TOARCIIITECTURALPLANSPOR -- ENGINEERING RAFTER DIMENSIONS AND SAVE, CONSULTANTS XBELOW OF RAFTER PER PLAN DETAILING) - H2.SA(INSTALL PRIOR TO E:ATTACH OPPOSING RAFTERS BLOCKING AND PLYWOOD 1279 MILLSTONE ROAD GE BEAM OR RIDGb BOARD DOUBLE 2X TOP PLATE SHEATHING)ALTERNATE: - �2X STUDBREWSTER MA 02631 COLLAR TIE AS SHOWN. RIDGE FI2A - r(774)353�2144 STRAPS NOT REQUIRED WHEN USING A BEAM ATSP(INSTALL PRIOR TO f.(17433d 1)12�k«p COLLAR TIE. (IF SHOWN ON PLAN) RBC(INSTALL PRIOR TO PLYWOOD SHEATHING) WALL SHEATHING OR ON NOTE:NOT REQUIRED IF J - 'TOP OF DOUBLE 2X TOP H2A IS USED AT EVERY PLATES,PROVIDE 90' - O MARK A. STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TOBLOCKING> RAFTER. ter , R-F] HRFme ENDE 10B#:10-095 SHEET:. DATE: 03/30/10 S I a - SCALE: NONE. A - OPTION#1 7 ) HEADER SIZE A B ♦. i E F G C L=1'-0"TO 4'-0" (1)LSTA 9 (1)SSP (1)FI8 TOP/BOTTOM (I)A23 (1)A23 - PER KING OF EACH CRIPPLE STUD C (1)SSP NOTE:FOR HGADERS LOCATED "'"k4 `4: y{.-•'"� ,r., `$i' '�, w+ 6'-0" (2)LSTA 9 I A23 2 A23 L-4 1"TO O ( ) • PER IA IES,S BELOWDOUBLE TOP ' PLATES,STRAP HEADER TO SEENOTE'3' (1)SSP TOP PLATES WITH Ip CS I6 4 L=6'-1°TO 8'-0" (2)LSTA 12 - PER KING I-SSP PER EACFI (1)A23 (2)A23 PER 16"WITH(4)8D NAILS E E - KING STUD +4+o EACH END OF STRAP.BEND `' (1)SSP (SEE NOTE W) STRAP OVER TOP PLATES L=8'-1"TO 10'-0" (2)LSTA 15 - PER KING (1)A23 (2)A23 AS REQUIRED. ALTERNATE:ATTACH EACH ``•,2 � �.. ,�; L«1� **1�1 RAFTER TO HEADER WITH 4141 1ty : HEADER(PER PLAN) - (1)SSP- (1)A23 (2)A23 (1)H8. �(]I' L=10'-1"TO 16'-0" (2)ST2122 PERKING - - A A OPTION#2 w HEADER SIZE �A ® © 0. OF © Ql O WINDOW OPENING . _ 1�1 Cc. W/O81D6 .(I)SSP (1)A23 (-I)H8TOP/BOTTOM �. .. L=1'0"TO4'_0" (1)A23 Q� EACH END -. PER KING � � OF EACH CRIPPLE STUD ^w/ ' W/5 SD NOTE:FOR HEADERS LOCATED - I--I L=4'-1' TO 6 0" EACH END PER KING I-SSP PER EACH (1)A23_ (2)A23 DIRECTLY BELOW DOUBLE .F Fi - 2-CS 16 SEE'NOTE'3' ( KING STUD TOP PLATES WITHPLATES,STRAP (1)CS 6DER 0 - ^� NG TOP 1-'a W/(6)8D 1)SSP . L=6'-1"TO 8'0" 'PER KING (SEE NOTE'4') - (I)A23 (2)A23. PER 16^ D OF STRAP. A.NARTBEN Q - - _• EACH END EACH END OF STRAP.BEND (2)-CS 16 - --- STRAP OVERTOP PLATES - 1 \J 1-1 W/(8)8D (1)SSP L=8'-1"TO 10'-0" PERKING (1)A23 (2)A23 AS REQUIRED. EACH END ALTERNATE:ATTACH EACH W W s, (I).SSP RAFTER TO HEADER WITH B B L=10'-1"TO 16 A" (2)ST2 F22 PERKING (1)A23.:. (2)A23 H8. r{ NOTES: i L HEADERS 4'-1,,AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. NO. REVISION/ISSUE DATE D O 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. - - - CONCRETE FOUNDATION WALL 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-I6D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) 4.CL[P NOT REQUIRED WHERE SHEARWALL HOLDDOWNIS ADJACENT TO OPENING. - - 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TES NOT SHOWN FOR CLARITY- - - 2 FRAMING @ WINDOW OPENINGS PROJECT ADDRESS: 80 CROSS ST. - COTU[T,MA DOUBLE TOP PLATES OF WALL CONSTRUCTION NOTES: 1)WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS,POSTS TO BE ATTACHED TO CONCRETEFOUNDATION WITH(2)-}" - THREADED ROD WITH SIMPSON SET EPDXY WITH 10"MIN. (2)1 1"X 9}"LVLS W/}"X 9"STEEL PLATE EMBEDMENT. 2)FLITCH PLATE BEAM TO BE CONNECTED VIA KNIFE CUT INTO TUBE STEEL COLUMN.FULL WELD KNIFE CONNECTION. _ `—KNIFE CUT TUBE COLUMN KNIFE CUT TUBE COLUMN + TO RECEIVE FLITCH PLATE TO RECEIVE FLITCH PLATE 3)CONTRACTOR TO VF-RIFY ALL.DIMENSIONS PRIOR TO - FULL WELD CONNECTION FULL WELD CONNECTION CONSTRUCTION. - STEEL TUBE POST - M 1/C K 1 7.)C J"n3".j'•TUBESTEELPOST ,. ENC�I�L'EIEV�ING ► CONSt iITANTS ' 1279 MILLSTONE ROAD - - V.,8" }"BASE PLATE r BREW STER,NIA 02631 P(774)353-2144 j f(774)353-2142 6"x 8'.¢1"BASE PLATE �� _�✓'�--_^ 0 �� 9 'oc� BARK A. yGN IY P�BE il. c r M S T E �i SSfONAL �N ' I STEEL MOMENT FRAME(NOT TO SCALE) rEao-095 3onu S2 SHEET: F SCALE: -NONE Poi � LV- �_/ �lec.�^� ►wistr� Yam"' �� Y r� 6 SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE IZ3 LEGEND GARBAGE DISPOSER IS NOT ALLOWED MARKED WITH MAGNETIC TAPE OR Schoo/ PROVIDE 20" MIN. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. St o -- 99 -- EXISTING CONTOUR DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD ACCESS COVERS TO FIN. GRADE PROVIDE INSPECTION PORTS TO C'ptuit X 99.1 EXIST. SPOT ELEV. USE A 440 GPD DESIGN FLOW \ TOP FOUND. EL. 17.5' WITHIN 3" OF FINISH GRADE 99 PROPOSED CONTOUR - 18.0' MINIMUM .75' OF COVER OVER PRECAST 31.0' Z 0.0 -32.0 Bay SEPTIC TANK: 440 GPD (2) - 880 2% SLOPE REQUIRED OVER SYSTE PRECAST H-10 err She//(n 198.4] PROPOSED SPOT EL. USE PROP. 2500 GAL. ST/PC COMBINATION RISERS (TYP.) TH1 TEST HOLE LEACHING: PROP. TEE 4"0SCH40 PVC PIPES LEVEL 1ST 2' 29•O' P/ne i 9e Q° ---Locus . , .. 2� SLOPE OF GROUND 4.72 SF/LF x 4' LENGTH = 18.88 SF PER MIN 8" DIAM. STANDARD QUICK 4 INFILTRATORS IN FIELD COVER ; 28.57' c �Q� UTILITY POLE CONFIGURATION PROPOSED 440 GPD 0.74 GPD/SF = 595 SF LEACHING 2500 GAL °°°°°°°°°°° " 0.67' / :; ° o00000000000 oc , FIRE HYDRANT SEPTIC TANK/PC ° °o°o°o°o°o°o oC 28.0 Y REQ'D COMBO 28.77' 8.60' SPLASHBLOCKS UNDER INVERTS NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING j (SEE DETAIL) 595 SF/18.92 SF/UNIT = 31.5 UNITS (OR 400 SF MIN s" SUMP 36 STD. QUICK 4 UNITS 21•9' Nantucket MIN. 12" INT. DIM. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 36' X 11.33' Sound MIN. FOR NEW CONSTRUCTION) 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) THEREFORE, USE GRAVELLESS SYSTEM OF (36) O O O O O O• O O O O O C COMPACTION. (15.221 [2]) ACCESS FOR ROUTINE MAINTENANCE *THE INSTALLER SHALL VERIFY THE O O O O O O O O O O O O �--- LOCATIONS OF ALL UTILITIES AND ALL STANDARD QUICK 4 UNITS IN FIELD O O O O O O O O O O O O US MAP �O O,�O�O�O,\0,.\O�O,�O,�O O� BOTTOM TH 2 EL 6.1' INSTALLER MUST FOLLOW ALL BUILDING SEWER OUTLETS AND CONFIGURATION OF 4 ROWS OF 9 UNITS EACH PROVIDE MANUFACTURER'S SPECIFICATIONS FOR ELEVATIONS PRIOR TO INSTALLING ANY NO GROUNDWATER ENCOUNTERED PROPER FILTER INSTALLATION NOT TO SCALE PORTION OF SEPTIC SYSTEM (�N96 SLOPE) ( 1 9t SLOPE) ( 1 X SLOPE) 36 UNITS x 4.73 SF/LFX4 = 681 SF > 595 SF (OKAY) PHYSICAL SIZE 11.33'X36' = 408 SF>400 ASSESSORS MAP 33 PARCEL 29 O.K. LOCUS IS WITHIN FEMA FLOOD ZONE LEACHING NOTE: 500t GAL. RESERVE A13 EL. 12, B AND C AS SHOWN MA FOUNDATION - 21 SEPTIC TANK/PC 102 - D' BOX 5' FACILITY PROVIDED IN PC ON COMMUNITY PANEL #250001 0018 D APPROVED DATE BOARD OF HEALTH ALARM AND CONTROL PANEL DATED 7/2/92 TO BE INSTALLED INSIDE ` BUILDING. ALARM TO BE ON INV. IN 14.0't \ SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE AP DISTRICT ZABEL FILTER RESOURCE PROTECTION OVERLAY DISTRICT FLOAT SWITCH ALARM ON (A1oo) 14' TEE SLOPE TO DRAIN BACK OUTLET TEE W/EXTENSION WEEP HOLE NORTHEAST CORNER OF LOT LIES WITHIN SETTINGS: 1500 GAL. MI . PUMP ON THIS SIDE CHECK VALVE ESTUARINE PROTECTION DISTRICT •` 5" WORKING RANGE 6" OF BAFFLE MYERS SRM 4 TOWN OF BARNSTABLE CHAPTER 360 ARTICLE 1: o 8.50 5 - 6.8' SUBMERSIBLE 4 10 HP PUMP I, - #1 PUMP OFF 12" SYSTEM (OR EQUAL) AREA OF ENCROACHMENT WITHIN 50' BUFFER ZONE: SEPTIC TANK TO C. BANK (100' TO 81') x 3.54 \ �Y/c Nif-G0 (ON BLocK) SF PATIO: 25 SF OFtOE �•• 4 DOSES PER WORKING RANGE)AT 110 GAL. PER o00000 0000 00 0000 RANG SF BEDROOM: 66 SF e / 6' a� BAFFLE-•••-•.. '94 300 SF OF MITIGATION PLANTINGS PROPOSED 7.38 #3 #2 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) 0 �1--^ TEST HOLE LOGS TEST HOLE LOGS TEST HOLE LOGS TEST HOLE LOGS TCB 8 �2 / 10.67 BPNK ENGINEER. ARNE H.OJALA, PE, PLS, SE ENGINEER: ARNE H. OJALA, PE, PLS, SE ENGINEER: DANIEL A. OJALA, PE, SE ENGINEER: DANIEL A. OJALA, PE, SE TCB 1 149 TCB 9 P F O SjA x 12 WITNESS: DAVID STANTON, IRS WITNESS: DAVID STANTON, WITNESS: WITNESS: IRS DAVID STANTON RS DAVID STANTON, IRS 14.98 SO DATE: 9/13/10 DATE: 9/13/10 DATE: 5/21/10 DATE:---7/21/10 1 \ PERC. RATE = < 2 MIN/INCH PERC. RATE = < 2 MIN/INCH PERC. RATE = < 2 MIN/INCH PERC. RATE = < 2 MIN/INCH TCB 10 - CLASS 1 SOILS P# 12873 CLASS I SOILS P# 12873 CLASS 1 SOILS P# 12873 CLASS I SOILS P# 12873 \ TCB 7 12.02 #1 2.88 6 ELEV. a ELEV., 7 ELEV. a ELEV., 1 ELEV. 2 ELEV., 9 ELEV. 4 ELEV.' 8.0 15.9 " 4 � " 4 4 �, 4 4 17.2' 16.8 17.7' 17.3 Q 31.0 Q 31.0 Q 30.0 Q 30.0 Q Q Q Q I x 1.79 A LS A LS A LS A LS 2" FILL 17•5� 6" FILL 16.8' x 12.04 i 6" 1OYR 4/2 1OYR 4/2 6" 1OYR 4/2 1OYR 4/2 A A I B B B B FILL FILL LS LS 29. 3 LS LS LS LS 1OYR 3/2 1OYR 3/2 x 3.28 \ 30. x 3.34 ! 1 OYR 4/6 " 1 OYR 4/6 1 OYR 4/6 " 1OYR 4/6 30" 30" 6" 17.2' 12" 16.3' I 24 29.0 26 28.8' 24" 28.0' 26 27.8 5.58 PROP. BATHROOM2 _ x 22.34 16 2.1 EXPANSION 04 TRANSECT 6-1 2.76 B B B B % LS LS LS LS $ 10 WIPE WALKW A�!'AY .5q� 10YR 5/8 10YR 5/8 10YR 6/4 " 10YR 6/4 L T 74 /3 48" 13.2' 48" 12.8' 34" 14.9' 38 14.1' N ��� x 33 74 2 '0 6t S. 33 � •� ROCK WALL AT HEDGE � / C C C C C C C C 30 1 7 ��� 14 .40 5_1 40 PERC PERC PERC PERC / S 4a" DIM 48• BOTT Al? N CO N �t x 1 -1 24 GAL 24 GAL PROP. VENT WITH CHARCOAL FILTER C, 3 PRO 4 N N 9.54 01 •19,• 9-89 �' 4 MIN• MED. SAND MED. SAND 4 MIN. MED. SAND MED. SAND C/MS C/MS C/MS C/MS AND BUGSCREEN (FINAL PLACEMENT BY ADD CONTRACTOR WITH HOMEOWNER EXIST. 1, CONSULTATION) 32 0 LA H H4 L Y DWEWNG i Q,g t 3 �`� m� 2.5Y 5/6 2.5Y 5/6 2.5Y 5/6 2.5Y 5/6 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 4.18 0 356" 4 x 4 TOP FNDN. = 17.5' / 1 IST WN / 120" 21.0' 120" 21.0' 120" 20.0' 120" 20.0'128.4" 6.5' 128.4" 6.10' 126" 7.2' 128" 6.6' METAL COVER OVER BRICK 14" CEDA 5 S�AR � UNED PIT- FILL AND REMOVE 24" 1• NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ABANDONED YARD HOSE LINE x 2 EV R EN EVERG N BRICK 1 0� 2 9 ` i 2.97 6 PATIO / PROP. 1 ADDN. a� 13.16 3 �P8.30 / � 1 14. 4 12.92 3 24 � 1 1 . p x 1 2 4 7 � / EXIST. � LO 7 PATIO ENGINEER AND INSTALLER TO CONFIRM x 34. 32. x .3 19.65 IMn '`ry HOLLY 10. 5 3 6.07 SUITABLE SOILS IN AREA OF SAS PRIOR TO .88 INSTALLING ANY PORTION OF SEPTIC SYSTEM 32 6 W t 'o # 4INSTALLINGHEDGE TH k/ 4�� p I PROP. PORCH •� 33.0 , 7 94�16• 3 64� 3 (CRAWL�P. x 15. 6 SITE PLAN GARAGE 1 �' 300 S.F. OF AREA TO BE PLANTED WITH 1 �g ` NATIVE SHRUBS IN CONSULTATION WITH x 3 1p0. VE GREEN 20.08 0 y PROP. , CONSERVATION STAFF (HATCHED AREA) OF 32,.E x .67 COV'D p 0. 21. 2 .07 ® ENTRY EMO EXI . ST W x 3.74 O O 4 ; AREA / 1� (<9 2 5' REMOVAL OF UNSUITABLE SOIL REQUIRED DRAIN\ 20 / `T EXIST. N < 10% 21 8% 6.55 NOTES 80 CROSS STREET AROUND PERIMETER OF LEACHING FACILITY, 3 T 1 \ DOWN TO SUITABLE SOIL LAYER. REPLACE _ o WITH CLEAN MED. SAND, TO MEET 5 28 \ 1 .8 Op x 1 .37 1. DATUM IS NGVD T U I T SPECIFICATIONS OF 310 CMR 15.255(3) �' x�39 .36 N AREA , \ 1 2. MUNICIPAL WATER IS EXISTING \ x so 22 8350 G% ` ` z.9 k 9.14 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PREPARED FOR PROVIDE APPROX. 74' OF 40 MIL TH 2 13 5 23.22 x 1.6 0 LINER AT 5 OFF PERIMETER OF 2 � � / � x t; 25 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS DENNIS & S U S A N A U S I E L L O SAS. TOP AT ELEV. 29', BOTTOM AT PAVER DRIVEWAY 21.37 140,p4 �^ ^ x 6.21 # 12 TO BE AASHO H-LQ EL. 25. \ o � 6, x t o.3 SLEEVE 2" PRESSURE LINE FOR 10' EITHER 1 .94 402 1 12.05 g 10.53 5. PIPE JOINTS TO BE MADE WATERTIGHT. DATE: J U N E 1 , 2010 SIDE OF CROSSING WITH WATERLINE 12. 11. 8 \ 2 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH \ \\ ,�7 20 8 310 CMR 15.000 (TITLE 5.) REVISED: JULY 26 2010 \ N �l \ 10.43 h PROVIDE SUPPORT AS NECESSARY IN AREA BENCHMARK: USE AREA DRAIN \ 1�.40 �ROt+ �f ' O 1 R/��. 1� REVISED: AUGUST 27, 2010 OF RETAINING WALLS AT ELEVATION 19.75' \ aSSs 3. 0.82 �yI ' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO srR BE USED FOR LOT UNE STAKING OR ANY OTHER REVISED: SEPTEMBER 7, 2010 (MOVE SAS) 17\ ��r ice ! 11.50 PURPOSE. REVISED: SEPTEMBER 14, 2010 (400 SF SAS, ADD NEW TH'S) CAUTION: GAS UNE. NOTE: GASUNE IS IN AREA OF 4. ' �47- 8.01 x� 7.65 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Scale: 1"= 20' \x " REMOVE AND REPLACE, MOVE PROPOSED SEPTIC TANK 69 ` 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED METER. CONTRACTOR TO 11.99 WITHOUT INSPECTION BY BOARD OF HEALTH AND 0 10 20 30 40 50 FEET COORDINATE WITH NATIONAL /x 7.60 PERMISSION OBTAINED FROM BOARD OF HEALTH. GRID. 11.16 11.48 10.92 Pg� 3 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG ��G / DIGSAFE (1-888-344-7233) AND VERIFYING THE off 508-362-4541 x 10.48 Pg� LOCATION OF ALL UNDERGROUND & OVERHEAD UTIUTIES fax 508-362-9880 �SHOFiyys �SHOFMgo:l. Q ~" s y -` Ems- PRIOR TO COMMENCEMENT OF WORK. P UAiVIELA.�4 N a DANIEL ` �3 53 0 . downca. e.com 'o o/ s 10.46 OJALA fj'• o q A. m �. \ � � 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE own cQpe engineering Inc. CIVIL " OJALA �' x 3 REMOVED 5 BENEATH AND AROUND THE PROPOSED 1 .46502 �. No. 40980 LEACHING FACIUTY. Civil engineers �01 TES O� 88 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND land surveyors n-NLj-- .'01u �s$/ONA wti _ RV - REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. 3. WETLAND RESOURCE AREAS FLAGGED BY HAMLYN YARMOUTHPORT MA 02675 0-0 6 3 . CONSULTING 10-063 MP.DWG