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HomeMy WebLinkAbout0082 HUMMOCK LANE �� ��j�ir��o� .CcI�� / � � �. �, ,� a i y TOWN OF BARNS.TABLE BUILDING PERMIT APPLICATION Map Q:5_3 Parcel Cad Y Application # Health Division P Date Issued lv` Conservation Division Application Fee Planning Dept. Permit Fee I�' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address cl y m m o r k 6 M e Village Co-ry)r Owner Ane Gou Address SO tYyMMuGk Telephone S'C� " �/Zf3 - e,3 Co TV'7- i Permit Request 91) 4Ap/n�h • (>A) ' Cfioiy e- Vkf&A) 61 ki A? /,o�r-f elk, p Sdraew 01-1 ?-A Akio Square feet: 1 st floor: existing 61 YSproposed 26382nd floor: existing 1 73(oproposed I Total new Zoning District Flood Plain Groundwater Overlay Project Valuation D QUO Construction Type W C;7> FZamE" 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 4No On Old King's Highway: ❑Yes XNo Basement Type: Full •Crawl AWalkout ❑ Other Z� -►L JT �4 ;d Basement Finished Area (sq.ft.) Basement Unfinished Area (scj fit) Ex_ j�� Number of Baths: Full: existing_ new Half: existing new s Number of Bedrooms: � existing Onew C'WWY1"J ads �oC ?IS u,I Total Room Count (not including bath;): existing knew h;- First Floor Roo Count- C N • Heat Type and Fuel: A Gas ❑ Oil AElectric ❑ Other Central Air: /q Yes ❑ No Fireplaces: Existing New / Existing wood/coal stove: kYes ❑ No Detached garage: ❑ existing new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:>1 existing ❑ new size _Shed: ❑ existing ❑ new size Other: Moy hest/ de, ac4ed rwry h oh Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 011o If yes, site plan review# Current Use eS/ 17 &W-r /14-1- Proposed Use ;FE5 i y &-,VT7 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 6`7 Telephone Number ~SO B s Address 4 r�c,x �e,e- 40e- License # 0 A WA Home Improvement Contractor# 2 2- Worker's Compensation # 7 23-U 13 T g-_4-5_41 150 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C/•)-Uc)SSO- SIGNATURE A 2 4 DATE f FOR OFFICIAL USE ONLY l APPLICATION# ' DATE ISSUED I` MAP/PARCEL NO. r ADDRESS" VILLAGE OWNER r t DATE OF INSPECTION: I FOUNDATION; jj o FRAME -rwt SOIL INSULATION N FIREPLACE ELECTRICAL: ROUGH FINAL 2 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. Tow-)a- 0f Bar table Regulatory Services - ` ' `� Thomas F. Gmler, Director Building Di-?iSIOn 'Lomas Perry, CBO, BuEding Coxamissioner 200 Main Strcet, Hyannis,MA 0260I . �rw.fown.h arrLsta b 1�ma.us t) p -Of5ccc 508=862403*8 Fax. 508-790-623C PLAN REVIEW Owner Map/Parcel: ZF PrajectAddr�ss ��' Buildez- 6-.`,1 C A \7L � The fDLfowirzg itarsL were noted Orz reviewing. 1r4 � ow � f cy w IDD I` 70 'If Regiewed by: Date: _ V _- DepwtnentvfindustrialAcciden r - Office-of Investigations-= - - ---- - - - - ` 600 Washington Street B0st0r7,•M4 021.11 www.•maga ss v/,#a tt Workers'Compen In sation surance Affidavit:Builders/Contractors/EIectricianis/Pluinbers Applicant Information PIease Print Legibly -Name(Busmessbrganizaflon/TndM&4: •tze- C &U, -,Address: City/Sti W_Zip: U/ k1�0tI7(-#NA- Rhnnt-k :_5 i� c 06 I-laS79. Aj��L�a employer? Check the appropriate box: Type of project(required); 1. employer with 4. []I am a general contractor and I , employees(full and/or part-time.),* have hired the sub-contractors 6. 0 New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. []Remodeling slit and have no to ees These sub-contrctors have P � Y 8. 0 Demolition working for me in any capacity. employees and have workers' comp..inS�tranr•ej 9: []Building addition [No workers'comp.�insi,Tance � . required.] 5. [] We area corporation and its' 10.0-Electrical repairs or additions 3.0 I am a homeowner doing all work officers have,exercised their 11,0 Plumbing repairs or additions ' myself. [No workers' comp. right of exemption per MGh 12.0 Roof repairs insurance required]t. c. 152, §1(4),land we have no employees. [No workers' 13.0 Other comp insurance required.] . j r *Any applicant that checla box#I must also BU out the sxtion below showing their workers'co- wmg cnsalion o- ti info tmatio mP P cY n. t Homeowncis who submit this affidavit indicating they am doing aIl wojk and then hire outside contractors must submit a new affidavit indicatingsue :Contractors that then ' b. k th>s box must attached®additional sheet showing the name of the sub-oontCactors and state whether or not those entities have to amp yeas. If the sub-�onhactors have to es must provide their workers'�P 5'e they P :comp,policy number.. I ran an employer that is providing workers'compensation insurance for my employees.-'Below is the policy and jab site. information , �p Insurance Company Name:_-/ %Z Policy#or Self-ins.Lic.# `J� / / ��� Expiration Date: Job Site Address: �iY-Ct2�IL City/State/Zip:_eO77//�' f' Attach a co of the workers' compensation oli declaration a e(showing the.policy number and expiration date). Py' P P �Y P g ( g P X 'Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criri final penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day ag m st the violator. Be advised that a copy of this Statement be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do herebycerti er the fy p penalties of perjury that the.informadon provided above is true.and correct. Si line: Date:.. d by Phone Official use only. Do not write in this area,to be.co.znpleted by cityor town 001ciaC City or Town: '. Perrnitllicense# , Issuing Authority(circle one): 1.Board of Health 2.BaUdingDepartment 3. City/Town Clerk, 4.Electrical.Inspector. 5.'Plumbiug Inspector 6. Other Cant�ct Person: Phone#. Regulatory S.er-vices 6 was.�, Thomas F.Geiler,Director ply Bnilduig Division Tom Perry,Building Commissioner 200 Main Sheet,Hyannis;MA 02601 www.town barnstable.ma.us Office: 508-862-403$ : Fax: 508-790-6230 Property Owner Must Complete and Sign This Section ,If Using A. Builder I, AI'-, 6,;oj I� as bwnet of the subject property hereby authorize' rtD, ►" cJ { to act on my behalf, in an matters relative to work authorized by this building permit : (Address of.Job) t Pool fences:grid 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 b Print Name Print Name �? ZO Date Q:FORI a:OWNERPERMLSSIONP00LS 62012 . - i 1 V Ty it Ux .Ucu XL13 t-A.It7t%-, 'THE r Regulatory Services gAgN�rwRr.Ye Thomas F.Gener,Director a Y Building Division pTFv" Tom Perry,Binding Commissioner 200 Main Street, Hyannis,mA 62601 www.town:barnstable.m&us . '. Dice: 508-862-4038 . Fax: 50 90-6230 LICENSEHOMEOVe'NM EXEhTPTIOI� PIease Print • DATE: JOB LOCATION: number street vil] e "HOMEOWNER.,, name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extende to include owner-occ ied dwellin `of six units or less and to allow homeowners to engage an individual for hire does not possess license,provided that the owner acts as supervisor. . DEFINITION OF OMEO Persons)who owns a parcel of land on which he/she resides o inter to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures cc ssory to such use and/or faun structures. A person who constructs more than one home in a two periods not be considered a homeowner. Such "Homeowner"shall submit to the Building Official on a form acc to le to the Building Official,that he/she shall be re onsible for all such work performed under the buildinge t (S tion 109.1.1) The undersigned"homeowner"assumes responsibility for c mphance with the State Building Code and other applicable codes,bylaws,riles and regulations. The undersigned`homeowner"certifies that he/she rstands the Town of B table Building Department minimum inspection procedures and requirements that he/she will comply with aid procedures and requirements. Signature of Homeowner Approval of Building Official k Note: Tbmc-family dwelling containing 35,000 cubic feet or larger will be required to c mply with the State Building Code Section 127.0 nstraction Control HOMEOWNER'S EXEMF•I'ION The Code states that "Any ho eowner performing work for which a building permit is required shall be exempt the provisions of this section(Section 109.1.1-L=s' g of construction Supervisors);provided that if the homeowner.engages a person(s)for ire to do such work,that such Homeowner shall act supervisor," Many homeowners who this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing onstruction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires untic sed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The bomeowner ac" g as Supervisor is ultimately responsible To ensure that the meowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify at he/she understands the responsibilities of a Supervisor. On the lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a forni/certificationfor use in your community. Q:forms:borneexcr pt i Generated by REScheck-Web Software Compliance Certificate Project Title: Anne Gould Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: . . Compliance:15.5%Better Than Code Maximum ILIA:367 Your UA:310 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly; Area or - or •• Perimeter • Ceiling:Flat or Scissor Truss 1400 42.0 0.0 39 Wall:Wood Frame, 16in.o.c. 2771 40.0 0.0 101 Window:Wood Frame,2 Pane w/Low-E 414 0.300 124 Floor:All-Wood Joist/Truss Over Uncond.Space 1400 30.0 0.0 46 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 2009 IECC.requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name:Title Signature Date Project Title:Anne Gould Report date:03/05/13 Data filename: Page 1 of 4 s Generated by REScheck-Web Software Inspection Checklist Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑Ceiling:Flat or Scissor Truss,R-42.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-46.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-X0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ 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 film or solid material ❑ Air barrier and sealing exists on common walls.between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. 0 Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit 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 barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)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. Project Title:Anne Gould Report date:03/05/13 Data filename: Page 2 of 4 I (f) Corners,headers,narrow framing cavities,and rim joists are insulated. c (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: 0 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-f actor of 0.50 and the maximum skylight U4actorof 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Ll Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ll Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: 0 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. 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1, 1/2 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). 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 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: 0 Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Ll Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. 0 Timer switches on pool heaters and pumps are present. Exceptions: Project Title: Anne Gould Report date:03/05/13 Data filename: Page 3 of 4 i Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj 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-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: , Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement`c'). 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) r } r Project Title:Anne Gould Report date:03/65/13 Data filename: Page 4 of 4 } 2009 IECC Energy Efficiency Certificate 2 Ceiling/Roof 42.00 Wall 40.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 Door MAN Heating System: Cooling System: Water Heater: Name: Date: Comments: i e L | . - . f 11= w'rI-11 EXPOSU== )� °° "ND ZONE ' up ���� ' 77p»[~ . /° '�48\-[ ` wn ' `~��� / `^ / �� Checklist | �� '�` ^ ' ` Wind Speed gust)----'' ----------'�--^---�------------]1D h � � - ' � ' Windna ----------------=------- -------------- ''�� � ---- ' � - ' , ' - , A8�l~���° ' Number of Stories -------------'—'----- (F�ure --_-- - o�heu ��2 ahohoo - - � ' ` � 1212 Roof Pitch ---------------.--.---..--. (1gunelV) --..-----^.^����1� Mean Roof Height -------------------�:- (�nure2)-';--------.����fi � 3� ' ' 4) �� � � 0Y Building Width, VV --------',-----------� (Figure ' -----------. ��"/�- Building Length, L ...................................... ....................(Figure 4)`-.................:.......... 580' Fl /A ��� / 3 0 1 Building Aspect Rmdu (UW) -------_--_---.- (Figure ' -------`--�-. ___�� � � '?F �4�� General compliance with framing connections?.................. (Table 2) ........................................................ ^ ° ' 1_� 'Vi Ck A'21 V:14/' - Type of Foundation ............ -------------' (FigureS)---_------' Foundation Anchorage ' Proprietary Connectors Uplift. -------------'-----__--./Table .........................U = pK Lateral--'-.--.'_-.------_.-_-... �abka3)-_-----.�----'L= ' pK Shear . ` '` � ��b� 3) S = pU ------ -----� ---� ------- (Table -/-.-- ^ �� 5/�a� _ 6/8^ Anchor Bolts ' ��' ~' - Jd* ^J// ��U/ �� ^ i BobSpacing -----------_--.'----. (Table�� +/'^--------'.'...�� n ' Bo� En�bedment-----------�-`-'---. (Figure G)............................................ / in, -__- ' Washer Size ' - '� ' . - � /Figuro5>_.-'.-�� �n� x�� in� xV�-n�th�k ----�-��''-----� ��---- � � ` ' �� �r ---- ��� . _ Floor framing member spans checked?...............................(/RCorWFCM)....... ........... ---- Maximurn Floor _____------ (Figure G\-..---------.����ft. � 12.' � CD ist Setbacks , ` K�axhnumF�or Opening ' . ' '. . 0 Supporting Loadbeahng Walls or5hea-nwaL-��---. /F)guna 71'�'�----.�--.---'��_h. �d �� ��� ^ ' ��aximumCan�|everedFloorJuk�s . ' L. ` 8uocx�dn8 ' knor -.-_-_ (Figuoe8)-'_------_--- -fL 5d Floor �d EndwoUm--------'---',�----� (RguraQ)---------,---'--''.- ' F�urSheathing Type----'-I�'------..---'.��`' (09Cor N/FCM)---.'.--.- FkmrSheathing Th�kneaa_--_.'----.-----.-- 0RC -------^ n. Floor Sheathing ing.��.�--._-',�---/-----�\Tab�o/��/�/��/"* ph�m��� �n`� | ' Wall Height � ' LoadbomhngVVm�-_'�i-----_---..`---- /F�ure1U\--------.'..-����ft. �i0/- n8VVo|bs ----_ ---------... (Figure 10) .......................--.'�/��ft. :520' Wall Stud Soaung----'—.-.���------~_---' (Rouno1CA.��.�-----`- in� �24" o'c. � ' ` . - r ` Wall Story Offsets ......................... ...................................... (Figures.7-8)........ ................. ...... 'in. d X7-!E.R1.10 F11 t��� - Wood Studs Loadboahn8 Walls.............. --- (Table S).....................2x &ft. in. No Loadb h VVaky ���|eG) 2x � ' V0 � »� in. � "' ~~ ^ - --- ` -- ` ------- -"-' f++ -~� ---- nj U / 1(2, U � f ' ;..;tYl•�'',^�, -;C: .q .;... .� a .ri ) r. ��>!"h..��'"�:`;`�ly,•��1l.�x�±lth5 ,.;r... t ... fF,•''. t l,,rr.?t v ,4''t �.. 5,�,.�,� � � Nv fcM y 1 c� I�t x l S L�r I c.�.r� (�o�� S41, i! WWI Bracing Gable End Walls WSP Attic Floor Length............-...... .......... (Figure 11) ft. >_W/3 Gypsum Ceiling Length................. ........... (Figure 11)..........: ..:.. - ft >'0.9W Double Top Plate k Splice Length.............................. ....•. ..... (Figure 13) ..1 66.f ... .1 b .... .. Splice Connection no. of 16d common nails able 6 P ( ) .............. (T ) .......:.......................................... Loadbearing Wall Connections " Uplift. (proprietary connectors _ , P (P P ry )...................................... (Table� .?,r.�,�c ,,....... ........, ..U _ lb. - Lateral (no. of 16d common nails) ................................ (Table 7) ......, .......................:................ . Non-Loadbearing Wall Connections U lift. (proprietary connectors A P (P P rY )......................... .:(Table 8) .. .... Lateral (no. of 16d common nails) .......................... .. (Table,8 Wall Openings Header Spans (Table . 1.Z3G ......... ft. -_in. <_ 11' —> S�L 2............. Sill Plate Spans....................... .I................, ... (Table 9) ............ ft in. < 12' i Full Height Studs (no. of studs).................................... (Table 9) ..........., :Connections at each end of header or sill „ Uplift. (proprietary connectors)............... . .... (Table 9) lb. Lateral (proprietary connectors) ....................'........ (Table 9),,............................................ lb. Wall Sheathing Minimum Building Dimension, W 30� r- ' SheathingType ...... able 3a�7 ".............. YP .... .. ... ......... fT 3 A.,...... .... . � Edge Nail Spacing (T ) '...................... able 10 ....,,.... m. Field Nail Spacing...................... .(Table 10) .,.�...... �2 in Shear Connection (no. of 16d common nails)... .....'(Table 10) .......... .:....... ... .•........... - Hold Down Capacity................... ..(Table 10) =lb_. Percent Full-Height Sheathing.... ....... .,..(Table 10) ........................... Ltr1r _ Maximum Building Dimension, L= ,3 -b �°2. 1,'.4 U = Sheathing Type :....................................... ....:... .... (Table Yf)1�f.17 ..,....:......:............. Edge Nail.Spacing cin ..... in. w -• pa g.,.....:........•.................,.:,...........'(Table 11)......:.....,..............,....... _� Reid Nail Spacing .... able 11 2 in. pa g............ (T j � Shear Connection (no, of 16d common nails)" (Table 11) .................................... Hold Down Capacity....::.. (Table 11) _'1b. Percent Full-Height Sheathing.:.: ......:.. ............... (Table 11) ,...:.... - Wall Cladding 2ND 5 I!o'_ Rated for Wind Speed? . .. ................................................................................................. Roof framing member spans checked?. ........... (1RC or WFCM)..................:................. ...........:.......... Roof Overhang............................ ... ............ (Figure 19) ....*...................... ft. 5 2'or.U3' Truss, I-Joist, or Rafter Connections at Loadbearing Wails - Proprietary Connectors Uplift. .... (Table 12) �... . ...... U Ib. Lateral ...... (Table 12) ......... L.=��5lb: 2� ` Shear .................. ..........., .... ......... (Table 12)14 ...��.(PJ...=...... S= Ib. Ridge Strap Connections-Tension:......................'............ (Table 13)CA.4t.TI9.S..0 OR.T - pff Gable Rafter Outlooker.... ......... ..............•......... (Figure 20)..........i'.. A' ' ft. ft. 52' or L/2 Oubooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............................... .................................:....:.. (Table 14)...... ...:. .....:. _ �. Ib:', Lateral.................... ......... (Table 14) . .............L= lb. 'oof Sheathing Type ..:.................,....:... . .........I........ (/RC or WFCM)............I...... . .... • roof Sheathing Thickness ............ ����oF•Mg��c ...............................................k... d in. >3/8" wsp Roof Sheathin Fastening............. 2�. .. HBLE '5. ......•• (Table 2) .�Q( . ....� cuDt►o a STR00Tl1RAL n No 34774 0 G 9FGisTEP�i 9 S810NP& I of .� Bd EDGE W6? GE 1 —�T e INTk.RMfAIkTti^ ' ( .I d�����,T�fP•.- t��iMb�,TYP.-� � MIN, WSRATTACHMENT � 0 KOT To SGAi.E T-OR VERT• . 1kQ"A0;Z 1Z. lkTTACA MBNT - NOTES: Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. u. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top memberpf the double top plate. , iv. On two story construction,upper panels shall be attached to the top member of U)e upper double top' plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist'and lower attachment trade to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment e , co-ti omG �sTs I• I•i I•( ' •I 000 F2 II -� WSP g—EA�Nc� .. WSP ATTACHMENT - _ IG L # QRIZQWTA►L GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information, see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, Pc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code;latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced o/c,or in concrete piers w/ Simpson ABU-series base: SPACED 2'o/c for slab-on-grade construction(i.e. Garage,Basement,etc.). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf f n Sleeping Floor=30 psf Decks and Balconies=60 psf a Wind Load : Criteria used for 110 MPH Exposure B,unless noted otherwise 3. Structural Steel (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: a. All new timber framing: Spruce-Pine-Fir No. 2 with Fb=1000psi, E=1,300,000 psi,or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL): All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi, Fv=285 psi, Fc_pei-750 psi, Fc-Par--2900 psi. Note that Microllam and Parallam maybe used interchangeably. 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional Provide shop drawing sub'mittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co. shall be handled and installed per manufacturer requirements,with all nail holes tilled. with the size nail as specified by mfgr. or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: - Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32 larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers. All nuts shall be retightened at completion of job. 7. Blocking: 4 a. Blocking shall be solid blocking,2x minimum,and full depth of member. I b. Stud Walls: provide blocking at T-0"o/c, maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. M c. Nailing Schedule: t Solid Blocking to Bearing 2-8d-toenails ea. side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges'; attach plywood edges to this blocking 8. Nailing,Schedule: I(AOFMA�y, r All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. ay�� qOy Multiple Studs - 16d w 12" staggered MI Gu, a. All nails shall be common wire nails. 0RUCTUR CUDILO OILO b. Sub-bore where;nails tend to split wood. S No 34774AL y 9. Headers less than 4'4'.use 2-2x6;all others pe`r MA State Building Code'Fable 550324, any(2). M I C H Ed'K'DIL'0 "P.E`. �Z- S�ONAI� Consulting Structural Engineer '123 Cottonwood Lane, CenteMlle, Massochusetta 02832 Drown By: MC Date: Drawing ��� 1 Scole: AS NOTED Rev. 0Co' _ S K— [T� File`"Nome: Project No. 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL RRACINO METHOD FIGURE I NARROW WAIL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation . i {. -- Extent of header(two braced wall segments) - - Extent of header(one braced wall segment) /Top plate continuity is i i —� required per R602.3.2 1 s+ a *, �• Sheathing filler*. I I• � � �;�` '. �f ._�. if needed , mi , Y} I_I'� r%;,F' aYa i z• _ w r T to 18'(finished width) l` i� t,«' 16d sinker nails Fasten sheathing to header with 8d common ': _ (0.148"x 3-1/4") „ a c nails(0.131'x 2-1/2")in T grid pattern as shown 4 „�r r u in 2 rows @ and 3'o.c.in all framing(studs and sills)typ' F �� # 3"o.c.' , mr I� / lip= M 1,000 Ib.header=to-jock-stud strop—� (' Tk 3�1:+� '",� r,; ° `1,000 lb.header- ^« on both sides of opening11. �� �,,. to-jack-stud strop e' (install on backside as shown on g I'I , w' r� ,, on both sides Max. «� },� Side Elevation,Ref.No.LSTA24) ."f p , t'� r€�+ f' of opening(Ref. height 'v s� ln No.LSTA24) e 10. Min.(2)2x4 typ. " c If panel splice is needed it sholl Braced wall ; 11 o, 3 a` ti« occur within 24°of mid-height. g �+;; W 3/8"min. la• R602.10.5 , , Blocking is not required. thickness wood 1. h a M Min.width based on 6:1 No.of structural panel r t - 2+ r+ yt +. ��s is sheathing height-to-width ratio:For jack studs e r�,1�. t .r example:16*min.for 8'height, per table• s) 20"for 10'height,etc. R50T5(1&2) ; t' •q 9 p 'r I •` t., i•41 Min.2"x2'x3/16°plate washer Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Note: This narrow wall bracing segment meets ' the minimum requirements for wall bracing FIGURE 2 r ' (ricking loads to the plane of the wall) The budding designer should determine what spe EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) � cific detdils are necessary to provide a complete ___---—. .__ti_.__... ._._.�._...- _ _.._.�, .... load path fnr using this bracing in the structure At corners,connect the 16d nail of 12"o.c. two walls together as outlined in this detail to provide overturning' / Orientation of stud may vary restraint. Gypsum,when required, % installed in accordance with IRC Chapter 7 --Wood structural panel G. 6 " ' („nchu�tin tiuli.•r�i�\'r - License,CS-009013 GREGORY M CAULEY ,,; 33A BAXTER AV f W YARMOUTH NIA •Commissioner 05/11/2014 , Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet (991m3)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocatic-v of this license. For DPS Licensing information visit: www.N:ass.Gov/DPS m (9/e »za�a�aenl(/a�C i�u�cre�ri�el/� L\—. Office of Consumer Affairs&Business Regulation 0ME IMPROVEMENT CONTRACTOR egistration: 173822 Type xpiration: 11/19/2014 Individual GREGORY M.CAULEY GREGORY CAULEY 33A BAXTER AVE. W.YARMOUTH,MA 02673 - ar ', Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without s• a tre , W1 t E(MM�DD/YYYY) ACORP. CERTIFICATE OF LIABILITY INSURANCE PRODUCER (508)997-6061 FAX (S08)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 439 State Rd. ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW. P.O. Box 79398 N. Dartmouth, MA 0274WWing INSURERS AFFORDING COVERAGE . NAIL# INSURED Gregory Caul ey 60 5aftMarsh INSURERA Arbella Protection .Insurance PO Box 63S INSURERS: Travelers Hyannis, MA 02601 INSURERC: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN 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. !R D UL TYPE OF INSURANCE POLICY NUMBER MOM Y RATION LIMITS GENERAL LIABILITY EACH OCCURRENCE : 1 000 00 X COMMERCIAL GENERAL LIABILITY DJUMrA TO RENTED • .100 00 CLAIMS MADE rX OCCUR MED EXP(ay ampw.on) III$ S,O9 PERSONAL A AOV MIRY 1 000 00 GENERALAOGREGATE S 2,000,00 GEWL AGGREGATE LIMIT APPLIES PER: 8500615641 09/24/12 9/25/13 PRODUCTS-COMPIOP AGO S 2 000 00 POLICY M JERCo-T LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT � ANY AUTO ALL OWNED AUTOS BODILY INJURY : (Pw pence) SCHEDULED AUTOS HIRED AUTOS BODILY INJURY S (Pw weldwd) NON-OWNED AUTOS (PROPERTY DAMAGE S OARAOB LIABBJTY AUTO ONLY-EA ACCIDENT S ANY AUTO EA ACC S ADO ONLY AGO S BXCESSIUMBRELLA LIABILITY EACH OCCURRENCE !) OCCUR CLAIMS MADE AGGREGATE S t DEDUCTIBLE . RETENTION S _ S a WORKEREMPLOYE"COMPENSATIONOD 7PJUB7875A19503 " 9/24/2012 9/25/2013 E.L:EACH ACCIDENT a _ 100100 B ANY PROPRIETORIPARTNE UMCUTNE OFFICER/MEMBER EXCLUDED? . E.L.OIBEASE-EA EMPLOYEE S lOO OO M yee,dewaft wWw EL DISEASE•POLICY LIMIT S S00 00 SPECIAL PROVISIONS below OTHER -ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS or any and all operations performed during the policy period SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO NAIL Town OS Barnstable 10 DAYS WRITTEN NOTICE TO THE CERTIFICATII HOLDER NAMED To THE LEFT. BUT FAILURE TO VA L SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,RS AOENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE 70AN MARTIN WORD 25(2001/08) 10ACOR0 CORPORATION 19E t - t t M.A.P. INSTAL D .BUZLDIN� . P.O. BOX 1309 � PRC� �,�5 . SAGAMORE BEACH, 02 562 (508);8-88-359.9 (508) 888-9b09 Fax Date job completed: Address of foam vplication• (/ G�- ��L 1�{�7 Pal l�" -• �� � �-+.,. 0Tu In.chccs sprayed in: Ceiling 3"Q 2 ,9 ,�, Walls Slopes Overhang Bsmt Ceil Stwl Blockers cUnners - �37 Cath Ceil y th Wajj _ Knee WARS A/H Walls Ct ttwl Ceil 4 . . �Irestall ers Si. nature i b i � t Health,safety or environmental responsibility COMFORT FOAM and WALLTITE insulating air barrier systems use ZONE30zero ozone depleting blowing agent technology,contain no urea formaldehyde and emit no`volatile organic compounds(VOCs). The award-winning BASF Eco-Efficiency Analysis assesses total cost and ecological impact over the product lifecycle to benchmark current performance and get insight for future improvements.The- WALLTITE insulating air barrier system outperformed traditional air barrier materials in eco-efficiency on its test scores. 7 The COMFORT FOAM system is accepted by all major building codes,including the International Code A Council encompassing both commercial and residential applications.Accredited third-party testing of the Comfort roam system using ASTM E283-(04)1 proves that COMFORT FOAM insulation is a Building ..1 Code-recognized air barrier material. t - f 7. sa: Syr. L x v ^.y . The WALLTITE insulating air barrier system for multi-unit residential,industrial,commercial and institutional buildings is approved by the Air Barrier Association of America(ABBA)to meet or exceed all current State Commercial Energy Codes,and is installed only by approved applicators with third-party.quality control inspection. ! As demand for sustainable construction materials and energy efficiency applications continues to grow, ,. BASF Polyurethane Foam Enterprises offers new cost-effective solutions;developed at extensive R&D facil ift 8660d the world. 1=' Test Method forbetermining 01e Rate of Air Leakage Through Exterior windows,Curtain Walls and Doors Under Specified Pressure Differences Across the specimen. The PFvalue of this insulation:"R•means resistance to heat flow.The higher the R-ripue,the greater the insulating power.Compare u1SIdatfori R-ratues Delete you buy.There are outer factors to consider.The amount of insulation will d;Wd upon Me climate,the type and size of your house,and the fuel use patterns and lamiry size.!/you buy too much insulation it will cost you more than what you will save on fuel.To achieve proper R-values,it is p pM. w. essential QA'A�thfsbxwlationbelnsralled ro e i this Fact Sheet complies with 14 Federal Trade commission labeling and adverDsing Monday,Aug 27,1979. of home insulation roles and regulation,Federal Register, COMFORT FOAM@ is a registered trademark of BASF Polyurethane Poam Enterprises I.I.C. ZERODRAI'M is a regtstOM trademark of Canam Building Envelope specialists inc. ZONE39,WALLTITE°,and Helping Make Buildings BeflerTm are trademarks of BASF Corporation s= ENERGY STAR"is a registered trademark of united states Department of Energy c ®2006 BASF Polyurethane F M Enterprises LLC 4 ' t d q� i N. I The BASF Polyurethane Foam Enterprises systems can also contribute to obtaining energy-efficiency incentives under the Federal Energy Policy Act of 2005. Under the Act, builders of site-built or manufactured homes are eligible for a rebate of$2,000 for energy-efficiency measures that achieve 50 percent savings over the 2004 IECC Standard. ' Existing homes can also benefit from using BASF Polyurethane Foam Enterprises insulating air barrier ands air seal materials under the Energy Policy Act.Envelope improvements to existing homes that meet the € 2003 IECC and supplements are eligible fora rebate.equal to 10 percent of the cost of improvements,up to$500. r The DOE offers financial assistance opportunities through the Office of Energy Efficiency and Renewable ' Energy(EERE)and other incentives are available through over 60 ENERGY STAR®incentive programs.In 436) addition,special mortgages for energy-efficient homes are offered by more than 40 different agencies across the United States. , l BASF Polyurethane Foam Enterprises LLC is associated with the ENERGY STAR Insulation Program and an i Ally in the ENERGY STAR Homes Builder Program.This program offers Energy Efficiency Mortgaging(EEM) i that may help borrowers io qualify for additional mortgage dollars. COMFORT Criteria FOAM" r Op o. R-Value' 6.0 3.0 3.5 3.0 3.5 Approved Air Yes Air leakage No No Yes Barrier System ®75 N at i 5•thickness No Air leakage 0.005 Uslm'® " 75 Pa at 5.5"thickness Seamless Construction Yes No No No Yes i Rigid Yes No No No No e. (k - Fully Adhered Yes No No No Yes Adds Structural Strength Yes No No No No Long Service Life Yes No No No l Yes- Absorbs Water <4%v/v Yes Yes Yes >40%v/v 5 Allows Moisture Vapor In No t Yes Yes Yes Yes What about,durability? # Because the BASF Polyurethane Foam Enterprises air barrier materials are seamless and fully adhered,they �. actually add structural strength and will not settle or sag over time,unlike traditional insulation systems. Testing conducted by the National Association of Home Builders(NAHB)Research Center shows ` spray-applied polyurethane foam insulation between wood-and steel-stud wall panels increased rack and shear two to three times over standard stick-built components and glass fiber insulation when sprayed onto gypsum wallboard or vinyl siding,and increased racking strength by 50 percent when sprayed onto oriented strandboard(OSB). Results from testing conducted by the National Research Council(NRC)of the Canadian Construction Materials Centre(CCMC)show spray-applied polyurethane foam air barriers offering long-term durability greater than or equal to the building's expected life span.They also show that 16-inch centered studs incorporating closed-cell polyurethane foam may be moved out to 48 inches and still maintain racking and structural loads according to Code. 6 S �'a 7 7 .l ems, � ".. � ,n►...+.� lk Rising energy costs are fueling,a demand among educated homebuyers for energy-efficient,sustainable, comfortable houses.Incentives,from '. om alllevels of government,as well as local utilities, help raise awareness,desirability and affordability of energy-efficient homes. Is it any wonder that developers,architects and contractors are actively seeking cost-effective environmentally responsible ways to build homes with reduced energy demands? Enter the insulating air barrier concept from BASF Polyurethane Foam Enterprises LLC—a closed-cell, spray-applied polyurethane foam that surrounds the home's building envelope,or shell,in a single,blanket of air tight insulation from the foundations,up the walls and across the roof. Why an air barrier system? i � � n While many people believe that simply adding insulation is the best way to make a home more energy efficient,most traditional insulation products do nothing to stop uncontrolled air leakage.And uncontrolled air leakage has been proven to be the biggest energy vampire in almost any home.The U.S.Department of Energy(DOE)reports that up to 40 percent of the energy cost of heating and cooling a building is wasted by uncontrolled air leakage.In cold weather,heated,moist air inside the home escapes through cracks,- 4 gaps and holes in the building envelope to join the colder,dryer outside air,causing your furnace to work I Helping _ harder to maintain indoor comfort In warm weather,hot,humid air enters the home through those same pathways,increasing the burden on the air conditioning system. Buildings Uncontrolled air leakage contributes to premature building deterioration,condensation,spalling,ice damming,poor indoor air quality(IAO)and mold growth.Most homeowners notice the problem through accompanying comfort issues such as chilly drafts,cold floors,or excessively dry or damp conditions. Building science experts agree that an effective air barrier system is the best way to substantially reduce e , SF both air leakage and the passage of moisture through the building envelope. CompanyThe Chemical I '• f j E i For every code and climate BASF Polyurethane Foam Enterprises LLC provides insulating air barrier systems that eliminate costly uncontrolled air,leakage by providing a seamless,self-adhering,air-tight building envelope system. The spray-applied technology is engineered on the molecular level to suit its specific purpose,and is unique in the way it allows design professionals and building owners to specify a material that is completely tailored to meet and exceed required performance criteria for every code and climate. Using the versatility of polyurethane chemistry to combine a superior effective insulation R-value(over 6.0'per inch)with almost-zero air permeability,the insulating air barrier systems increase building energy efficiency,durability and occupant comfort,health and safety. These formulations-COMFORT FOAM®for single-family residences and WALLTITE®for multi-unit residences(as well as industrial,commercial,institutional buildings),along with ZERODRAM insulating air sealants installed in critical hard-to-build areas to provide complete air barrier continuity—offer a closed-cell content of greater than 90 percent and meet ASTM 1029/SPFA guidelines when applied at only 1.5-inch thickness.Open-cell foams used for insulation have approximately 60 percent open-cell content t and have far greater air and vapor transmission characteristics.As such,open-cell products only qualify as air barriers as defined in ASTM Intemational E 2178,Standard Test Method forAir Permeance of Building i Materials when applied at maximum thickness—5.5 inches.Although open-cell foams tend to be slightly less expensive per pound than closed-cell formulations,this cost advantage is often lost due to the need to E apply over three times as much material when using an open-cell foam as an air barrier. s d Typical applications for a . BASF Polyurethane Foam, � � ` •w i;�n ^ � � �^. �� ����, � : �,�`- y��„��% Enterprises spray-applied L '' r .. r a. , Polyurethane foam -A. materials in low-rise and - high-rise residential . �s k building envelope systems include: • i 1, ,w'� eA`rY. yy �..+ff, i' y,,.,�l� N � On � "p .�'ems+' k w • 1 ,. e +:�y �' .; �'"n.4 'fsx MID`"�� w;r1 '..R +' Ca N'. �F- , • :, , a ;,: .. �� +.f'va. J� � ��4a ,frf y _ R6' .a Ay,,.a. * ';,. it+i.�` —. aSyr4M +, '•' ' ,# "' i • 411111� 11*�4.R.` - .a^.'% ss- k l ° t .,� % ''` .a G f :, • aim Lower energy, installation and lifecycle costs I `='f ° Because insulating air barrier systems combine superior insulation with total air leakage control,they allow • ram, ,i HVAC requirements to be reduced at the design phase.Lower installation labor costs and a lifecycle that 'lasts throughout the structure's life expectancy combine to make the insulating air barrier system one of the most cost-effective solutions available today. A residential study by ADVANCED CERTIFED THERMOGRAPHY shows that COMFORT FOAM installations can help reduce energy costs by as much as 60 percent each year compared to traditional insulation systems. Over 20 years,this can mean as much as$15,000 in savings at today's energy costs.With escalating energy costs,realized savings may be even greater. i- _ s� Email: X-PRESS PERNWT R Commonwealth of Massachusetts Sheet-Metal Permit DEC 13.2013 Map Parcel �? Date: /2'9 P / Permit# a 9�9W5 TA1�LE Estimated Job Cost: $ / Permit Fee: $ Plans Submitted: YES NO ,/ Plans Reviewed: 'YES NO Business License# - Applicant License Business Information: Property Owner/Job Location Information: Name: R Q55 t0Q � e, Name: Ar 49— 6�t 10( Street: 4W 6X"e 06r—k bnn Street:. 6a 1-1,rcmm o e-1k"- lku4 City/Town: y® a0l City/Town: Telephon -a 7< 9- Telephone: Photo I. . required/Copy of Photo I.D. attached. YES NO Staff Initial ED/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi-family Condo,/Townhouses Other r Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed_: New Work:_jZ Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: n ram• ®.�-�. f�✓�9G �� •y'�., ��i�. NSURANCE COVERAGE: have a current liabili insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes❑ No ❑ f you have checked Yg!j,indicate the type of coverage by checking the appropriate box below: k liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ i OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Jlassachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent 3y checking this box[], I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application will be - n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments _ Final Inspection Date Comments Type of License: 5' ❑ Master 1Je , ❑ Master-Restricted ilylTown ❑Joumeyperson Signature of Licensee an-nit# ❑Joumeyperson-Restricted License Number Be$ ❑ - Check at www.mass.govldoi s:aector Sionature of Permit AOoroval The Commonwealth ofMassachusetts UfDepartment o_f_industrial Ac' dderzts Office ofInvaNdgadoirs -600 Washington Street Boston,M-! 02111 www,mass.gov/dia ' Workers' Compensation I4sunnce Affidavit:BuiIders/ContractnrsMectridans/Plumbers Applicant Information ( Pleas e Print Le ! Nffin.e(Bnsmess/organiz�ionllndividnal):. PCQ�� L - . Addzess: lam/ City/&aWZip Are you an employer?theck the appropriate box: , 4. I am a Type of project(rerl¢ized):; 1.❑ I am a e�loyer with � ❑ general cc�actor and T employees(fall and/or p�t tane).* have hoed$ie sub-contactors ' 6. '�]L-IQew co,,ei,n�-t;�,,, ; 2. I am a'sole groprietnr or partner- lisiEd on the attached sheet 7. ❑kemadeling ship andbave no employees These sub-co�rac(m:s have 8. ❑Demolition working for me�any capacity, employees.and have workers' 1�,,.�, ,t,,.,� [No workers' comp.inam-aT,c e coIDp..Illsmance.t 9 ❑ addition required] 5. []'We are a carpeiation and its 10.[�Electrical repairs or additions 3.❑ T am a homeowner doing in officers haveexrm;eea their 11.[]Plumbing repairs or additions myself [No w�kErs' camp. right of exemption per MGL -' � 12.[�Roofrepaia . • hwaranne rmlaimd-]t c. 152, §1(4), and we have no employees. [No wadom' _ 13.❑Other comp.insum ce regmred.] *Any applirmt fliat checks baz#1 mast also fill out the sccdLm brlow showing ihcu•wm-kcrs'compcmatinn poficy fi foQmafioa. t R— owner who submit this of davit mdi_cafing Icy am doing all work and shin hire oatside contr=ft=mast submit a new afndavit ind mdiag such. tCmfractors that check this b m-lst attached as additional sheet showing the name of the sub_c=tractrns and dntr whether ornot thasc eofidm bavo cmplaycos. tf the sub-cfttai.- bane employees,ihey mustPnMde their workers'comp.paucy Cr. I am an employer that is prui_46ng--workers'compensation insurance for my employees Below is the policy and job site informadom Insurance Company Name: V , Policy#or Self-ins.Lic.# Expiration Date: - Job Site Address: clly/ gyp Attach a copy of the workers' compensation policy-declaraf&on page'(showing the policy number and expiration doh). Faiae•ta.secure coverage as required lender Secd m 25A of MGI,c. 152 can lead to the imposition of criaonal penalises of,a fine up to $1,500.00 and/or one-year rmprisn--t, as wen as civil penalt ns in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viol�bm Be advised that a copy of this statement maybe frwarded in the Office of Investigations of the I)IA far insurance coverage yerifrcatinn I do hereby certify-` der Pains-and penal erjury Phut the informiion provided above is free and correct Signainre: Dafn: -/;;Z— Phone k S-_0,'P y 6D :5 7/ Official use anlp. Do not write in Mis area,tb be compleeted b3'city or-town affiaial City or Town: PermitUctrnse# Jssuing Authority,(circle one): .•I.Board of Health 2.Buading Department 3.MY/Town Clerk 4.Electrical Inspector 5.Plumbuag Inspector 6. Other Contact Person: Phone#: ° THE Town of Barnstable Regulatory t HAANS�. ; rvices XTAFUS Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner. 200 Main Street;Hyannis;MA 0601 Www.town.barnstable.ma.ns Office: 508-862-4038 r Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usi_n A.Builder " A27 rip &,J H , as Owner of the subject to J p .Pay hereby authorize Ron OaAaEe_., to act on tap behalf; .all utters telative to wotk authorized by this building permit C�.N�IWIDC� laAe� (Address of job) Pool fences and alarms are the responsibility p ty of the applicant. Fools are not-to be flled.before fence is'installed and pools ate not to be utilized until all final inspections are performed and accepted. Signature of Owner ' A Ii /ySignatute of pp cant Print Naive Print Natne Date - • QYORIY2:oWNERF SIONiPoors 'THE Town of Barnstable *: �} Regulatory Services + MRNSresr,E, Thomas F.Geiler,Director NAM 1639.��,�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.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 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; Persou(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 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 perfornring 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 art 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 of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrns:homeexempt 1S — ONti�F.�►1=TH;OFaiV1 S % isms o � , � z h��S#i low EETLWORKES 21a- k oISSUES5THE FOLLOWING: ICEAISE TRICE • ,�� ��A� A ,lQURNEYPERSONa vt A AM log gums C�b kCK�LN e YAtMOUT' � !�lA2'6] g� * z : i F rRs TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 063 Parcel L1 Application # Health Division. Date Issued Conservation Division VNT Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address J evi M oer_ CC,in e Village Co •tu Owner 601y, 2 Address 150 �YL)vin v» ck-- t4We- Telephone Sob _ Ll Z_ � �' C_0-t�11 Permit Request ✓h 0VE &-Xi S ii pu :5Fcr7d xU Or Hjus e (coin f-4/I-L/Jq e— a hd rye O��i�is . �O 1 e-W ;-qX Z6 Gavo a4-p6-W, kemove• �15 Y—t v d�G 4 d k_A-_ e, vor uare feet: 1 st floor: existi g proposed 2nd floor: existing 56-0 proposed !n y Total new _ Zoning District Flood Plain Groundwater Overlay Project Valuatio J D O&V Construction Type &kI S 7 LwW-1 � Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,+ Two Family ❑ Multi-Family(# units) Age of Existing Structure wS, Historic House: ❑Yes ANo On Old King's Highway: ❑Yes ,ArNo Basement Type: ❑ Full ��}Crawl ❑Walkout XOther 45& Basement Finished Area (sq.ft.) AdA !Basement Unfinished Area (sq.ft) Number of Baths: Full: existing / new Half: existing new_ Number of Bedrooms: existing Onew (/1 emoVe 13411r," j%1-"7n0us) Total Room Count (not including baths): existing jV new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil 4 Electric ❑ Other Central Air: ❑Yes WNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Xexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: a C2 C-J � w Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ n Commercial ❑Yes ❑ No If yes, site plan review # -= NO Current Use !��S/1��7y�/1 _ Proposed Use !/2 by 70- eC J ' u APPLICANT INFORMATION w (BUILDER OR HOMEOWNER) Name 6EC6 CIV&e i Telephone Number 56 0,80 Z,Sy Address 33 R4� &e- License # o13 r �lA2Dw�l_ d� Home Improvement Contractor# 38 y • Worker's Compensation # 7 PJ'0 9 78 75,4 l� 03 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C fta"4 r SIGNATURE DATE 4 a - FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. T ADDRESS VILLAGE f ' 3 OWNER - DATE OF INSPECTION: FOUNDATION s� FRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL r S FINAL BUILDING DATE CLOSED OUT - . F ASSOCIATION PLAN NO. �TFEE1-4 Tow7T of Bar=table ; • . Regulatory 5eryzces " ' g ? Thomas F. Gmltr,Director • � �brr�o6�''~� $izilding J.�zvision '. Thomas Perry, CB 0, Budding commissioner 200 Main Street; Hy-MMs,MA 0260I' - pry.torten b arttsta b l e ma.us LOP 'Offm( k8=862-4038 Fax: 508-790-623C PLAN RFV.EW Owner: �� �a � �—�•' - Map/Parcel: •d �� � � PM)cr-t Address- H 0 C1-�- Builder The f0owitzg items were noted on reviewing: Reviewed by: Departinent aflndusirial Accidents - - - - pf ce-oflm�esdgations 600 Washingtoit Sheet Baston,'11" 02I11 tvww.rrzassgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/BIectricians/Pluinbers Applicant Information Please Prnat Legibly Na>TIe(Busmess1Drganizatim/tndivi&4: -6 c* c& td Sy Address: Are yo,an employer? Check the appropriate box: Type of project(required); [2. I am a employer with 4. []I am a general cantractor and I.employees(full and/orpart time).* have hired the sub-contractors 6. ❑New construction❑ I im a sole proprietor or partner- listed on the attached sheet, 7. ❑Remodeling shipand have no to-ees These sub-contractors have �F Y S. ❑Demolition . working for me in any capacity, employees and have workers'. co inctn-an 0 9. E]Building addition [No workers'comp.-in�;Tra„ee comp. - mgtared.] 5.. ❑-We are a corporation and its' 10.❑Electrical repairs or additions 3.[] 1 am a homeb officers have exercised e'caner loin all their. g work - I1, Plumbin r aus ar a - •❑ dditio myself. [No workers' comp, right of exemption per MGL . g eP ns c. 152 12.❑Roofrepaizs "- m��*-�nce required.]t. � , §I(4), and we have no t . employees. [No workers' 13.❑ Other, comp.msuranm required] r i, *Any applioaut that checks box#1 must also fill out the section below showing their workers'compensation policy inforuration t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an addifional sheet showing the name of the sub-contractors and state whether or not those entities have employees If the sub-contractors have employem,they must pror idc their work='comp.policy number, I am an employer that is providing workers'compensafion insurance far my employees- Below is the policy and job site information. 1ns..Oce Company Name: ZfAll � iZ5 Policy#or Self-ins.Lio. Expiration Date: Job Site Address:_ v� City/Sw-e/Zip:�l-V o- Atta.ch 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 tip to$1,500.00 and/or one-pear imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day agafi st the violator.: Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for,ncttrance,coverage verification I do hereby certify render the and penalties of perjury that the information provided above is true and correct, Si . Date: Phone Official use-only. Do not write in this area to be completed by city or town offcciaL City'r Town: Perrnit//I icense Issuing Authority(circle one) L Board of Health 2.BnildingDeparLment 3. City/Town Clerk 4.Electrical Inspector. 5.'Plumbiag Inspector` 6. Other Cent�ct Person:_ Phone • INSURANCE NAIG(MNUDD/YYYY) .E�l�?�UTM ERTIFICATE OF LIABILITY PRODUCER (SO8)997-6061 FAX (SO8)990-2731 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 439 State Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 N. Dartmouth, MA 02747YVIBg INSURERS AFFORDING COVERAGE NAIC# INSURED Gregory i ey 60 5aftMarsh INSURERA Arbella Protection .Insurance PO Box 63 S INSURERS: Travelers Hyannis, MA 02601 INSURER C: INSURER D: INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTVVITHSTANDIN 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. 9R D TYPE OF INSURANCE POLICY NUMBBR POLICY EFF POLIO RnMaATIONEIL LIMITS GENERAL LIABILITY EACH OCCURRENCE It .1,000,00 Miiii X COMMERCIAL GENERAL LIABILITY TO RENTED i lOO,OO CLAIMS MADE D OCCUR MED EXP(Any one P~) $ S 00 PERSONAL A ADV INJURY $ 1 000,00 GENERAL AGGREGATE t 2,000,00 GEML AGGREGATE LIMIT APPLIES PER: $500015641 09/24/12 /25/13 PRODUCTS-COMPIOP AGO S 2 000,00 POLICY M JHCOT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB 3. (E/modderd) ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS A ' (Per person) S HIRED AUTOS BODILY INJURY S NON-0WNED AUTOS (P«iiiii 1) PROPERTYDAMAGE S (Per ecclderd) AUTO ONLY-EA ACCIDENT S GARAGE LIABILITY R ANY AUTO OTHER THAN EA ACC t AUTO ONLY: AGO S EACH OCCURRENCE f ^— EXCESSAIMBRELLA LIABILITY OCCUR CLAIMS MADE AGGREGATE i R 4 ! i DEDUCTIBLE !! i RETENTION fVIORKEN A eR��Nip 7P1UB7875A19503 9/24/2012 9/25/2013 E.L.EACH ACCIDENT s 100,00 8 ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ lOO OO H yet,describe under E.L.DISEASE-POLICY LIMIT i S00 00 SPECIAL PROVISIONS below OTHER -ESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL.PROVISIONS or any and all operations performed during. the policy period .ERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICES SO CANCeLLeD BEFORE THe. EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Toi oz Barnstable 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAC SUCH NOTICE 11HALL.IMPOSE NO OBLIGATION OR L lii OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 70AN MARTIN CORD 26(2001/08) ICACORD CORPORATION 191 Construction Superr isor , License: CS-009013 1 GREGORY M CAJJLEY s ' 33A BAXTER AV W YARMOUTH MA 02673 ` . i � N Expiration Commissioner 05/11/2014 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet (991m3)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocatic i of this license. For DPS Licensing information visit: www.Mass.Gov/DPS . t �.e�a��za�za�uueall�a�C/��ccuac�cchetly . Office of Consumer Affairs&Business Regulation, _V OME IMPROVEMENT CONTRACTOR egistraUon 173822 Type: xpiration 11/19/201.4 Individual GREGORY M.CAULEY- ! GREGORY CAULEY 33A BAXTER AVE W.YARMOUTH,MA 02673 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: . Office of Consumer Affairs and Business Regulation + 10 Park Plaza-Suite 5170 Boston,MA 02116 Not valid without s' a ure me rp� 1 V VVJI V.L J3Ur IIa LUIJJ:C Regulatory-Se es --- ---- - -.. --- 4 9 F MAE& # Thomas F.Geiler,Director Bnilduig Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 W;WW.town.barnstable.ma.us Office: 508-862-4038 Fax.'508-790-6230 Property Owner Must Complete and Sign,This Section ; _ ,If Using A; tulder I, h� as Owner of the svbct xo l P P� hereby authorize (5�z�(5 to act on my behalf; in all matters relative to work•authorized b7 this building permit (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 Appli 600 !d Print Name Print Name jq Date Q:FORMS:0WNERPERMISSI0IV0DLS 62012 .Z V rY u Vl 1JA.1 11D l[Llll tt+ t r � 17 P~ Regulatory Sempes F �su>vcrwra.x, E Thomas F.Geiler,Director Bulldin DIQISIDII TFD" Tom Perry,Building Commissioner. 200 Main Street, Hyannis,MA 02601 www.tawn:barnstable.ma.us Dffide: 508-962-4038 Fax: 509 90-6230 HOMEOWNER LICENSE EXEMYTION Please Print DATE: JOB LOCATION: number street V vi ge "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town s zip code The current exemption for"homeowners"was extende to include o r-occu ied dwellin ' `of six units or less and to allow homeowners to engage an individual for hire wh does not ssess a license,provided that the ovrner acts as stmeryi or. DEFINITION OR OWNER Person(s)who owns a parcel of land on which he/she resides o intends to reside,on which there is,or is intended to attached or detached struc es ccesso to such use and/or farm strictures: A be, a one or two-family dwelling, ry person who constructs more than one home in a two-year od s not be considered a homeowner. Such e hall be Official on a rm acce to e to the Buildin 'Offici that he/she s "homeowner shall submit to the Building p g al, • responsible for all such work erformed under the b ' ermit (Se 'on The undersigned"homeowner"assumes response ty for compliance with e State Building Code and other applicable codes,bylaws,rules and regulations The undersigned"homeowner"certifies he/she understands the Town of B ble Building Department minimum inspection procedures and re ments and that he/she will comply with s 'd procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three y dwellings containing 35,000 cubic feet or larger will be required to comp with the State Building Code ection 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 rovisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the hommwner.engagrs a persoii(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 Append k"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 pemiit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a forrh1certificationfor use in your community, Q:forms:bomeexempt ICJ n �jc G.IJ *ai� 41-1 r C,cn-2r 4 i (:r:W7A L L A CE MECHANICAL Ross Wallace 7 Black Duck Lane, West Yarmouth, MA 02673 Phone#(508) 360-3719 MA Lic#32593 w To Whom It May Concern: This in reference to the residence of Anne Gould at 82 Hummock Lane, Cotuit, MA.As of March 1, 2013,the mains water supply line feeding from existing house to the existing garage plumbing has been completely disconnected and water lines have been isolated in the basement of the main house. Si merely, ILI oss allace t t. 1 t:ty- ,r.� j ��,fcu �/ya iv; H3 `�rrix"r� ¢r Y w4' `,D� rr krd ffi �� '� i'� �"•err 'tie•,ri� .' �r �;�'t—c;Xi�,, �, ; k �A � ».. i:.:..f.5. t�.`�. Cti� 3'`�1- 5,,5.4 .: ti yF .. � �,.`d .' �' •~w 11Z47�3:��",sGa y# ; ( � �� Iutl �lx�C�su��'� WIND ZONE (���w �, D� : Checklist �. . . ; _ Co���-t �� OF + .. Wind Speed (3-second gust)...................................................................................... 110 mph Wind Exposure Category ....... ............ . ...................... ..................C. Number of Stories .....................:............................:......:... (Figure 2).............., stories 5 2-stories, r Roof Pitch ................... (Figure 19) ........ 2< 12:12 -- MeanRoof Height ................................................. ....rG�ft. _ 33' .:.......... (Figure 2)............................... < Building Width, W .................................. (Figure 4 �Qft, < 80' Building Length, L ............... (Figure 4)....... 1580' Building Aspect Ratio (L/VV) :. (Rgure 4) ` General compliance with framing connections?................. (Table 2) :k " ' 'q Type of Foundation .1,,.923-01 .`.. . . ? .... . (Figure 5)............::........... Foundation Anchorage Proprietary Connectors Uplift. Z (Table r.... .. Lateral,.--.................................... . (Table 3) ............L= If _ ....................... ........:................. Shear....:.......'........:.....................:...:........._.........:. able 3 - P 5/8" Anchor Bolts q ' U 7�`t 3 lf Bolt Spacing ......... '� n'�,..... 4)l 1./..3o i s iz....... j�s�.. .30 (Table . in. Bolt Embedment.....��P4. L�..............r P; .. . (Figure 5).............................................in. x- Washer Size...l!lV�?.S.'.L.�rt,....:': . <... n � J�N�6f:•�.D�..... . (Rgure.5) .......... i , x in. xWin. thick peg V LA,4 Floor framing member spans checked? ............. . (/RC or WFCM) 10 Maximum Floor Opening Dimension (Figure 6) G-_ft. <_ 12' ................. .......... .........................I......... . Maximum.Floor�Joist Setbacks - Supporting Loadbearing Wallsor Shearwa I............... . (Figure 7) ft. <_ d F�. Maximum Cantilevered Floor Joists t Supporting Loadbearing Walls or Shearwall (Figure 8) =ft. 5 d ........................... Floor Bracing at Endwalls....................... �i ': :'.:............ (Figure 9)......................... - Floor Sheathing Type..................::....... Floor Sheathing Thickness............'......:............:.. (!RC or WFCM)......................................... .......... in. Floor Sheathing Fastening Y.....i.. .............. .. (Table 2).8'C Wall Height I a Loadbearing Walls............. ..........�?. �....... .. (Figure 10)................................. B ft. <_ 10, Non-Loadbearing Walls ..... .....�..�.. 4. ....,. (Figure 10) . G 0 ft. 5 2 r `• •Wdfl Stud Spacing ....................................L(i,................... .. 10 ure R < ( 9 ).... ...................... in. 24 o.c. Wall Story Offsets .......................................................... (Figures 7-8) ........... ......... _ in. 5 d ' Wood.Studs t ing Walls �.�..' ?C ..X... .......... (Table 5).....................a . - ft. in. �. wring ....... (Table 5} -- 2x - ft. in. =3 M1CNE�E sI ,� � ' A'6GtuaP� N _ tSTWN0.W7 o e. Q z Q4• /��`� /y.o9o�sS ONp��� ti: 3v �. xta Nx ;:.f ,\A.r,�? tr k_?:k:l�,•�:r...il'7 jt� �P.i�7 1" �... :�!M.t +M,:'��.,s I+,�: .n,..rti: 'w fC l` 1 O MPH H ;~X I3 0�s tj R k, ' ( W f tN D Z O N � �. Bracing Gable End Walls WSP Attic Floor Length..............:.... . (Figure 11) .............. ft. >_W/3 Gypsum Ceiling Length............a4-4........................... .. (Figure 11),............................__ft.• >_`"0.9W Double Top Plate Splice Length ............� )�. ... U (Figure 13)... 13.�.` .�.S.l,•P: ...=3........ ft. Splice Connection (no. of 1 com on n ils) n'.(bd .. (Table 6) ..........................I....................... Loadbearin Wall Connections � r��►��GS("(o 9 �/�j Ln it►µ. Uplift. (proprietary connectors)................................... .. (Table j .3.r.��c........................U _=lb. Lateral no. of 16d common nails ................. ...... . .. " ( ) (Table 7) ....... ........................................� Non-Loadbearing Wall Connections Uplift. (proprietary connectors)....................... (Table 8) U = lb. ........ ............................. Lateral (no. of 16d common nails) ............................. .. (Table 8) ..... �j......................................._2- Wall Openings Header Spans......................... ✓.=..�.C3 1R 14_.O.. .. (Table ' Sill Plate Spans............................... (Table 9) ......................... ft. —.in: <_ 12' Full Height Studs (no. of studs).........(-3)................. .. (Table 9)'.................................. .............. � Connections at each end of header or sill Uplift. (proprietary connectors) .............^........::.:. .. (Table 9) .............................................=lb. " Lateral (proprietary connectors) ..'......................... .. (Table 9) .............................................=lb. Wall Sheathing i 1 Minimum Building Dimension, W = t, w 30 ,Sheathing Type ....;)5.1'�:. kO1Z,l :!KWS.P........ .. (Table 3.c.( ...............:..........::WSJ , Edge Nail Spacing.......................(v; ................. .. (Table 10) .................................... ....._(Q in. Field Nail Spacing.............I..........(. L......, able 10 ......................................... Z in Shear Connection (no. of 16d common nails C .. (Table 10) ..:........... FT Hold Down Capacity .. (Table 10) -- lb. ........................... _ Percent Full-Height Sheat ' �.��4lNa.. 4...g r .1 i (Table ><6) .....�.......................G....b 2+, C.tlyr _ Maximum Building Dimens• , L=2g . �-¢6'3 - tot'¢ Sheathing Type ....... . I.57.l.tto' .L�..t:.1N (P. .. (Table vt') S.`.7+��............................. [� Edge Nail Spacing ..............:...:.(P..`..................... .. (Table 11)...............I......................... (6 in.. N Reid Nail Spacin ............I.........1.�.................. .. (Table 11):........................................�2 in. Shear Connectic/ (no, of 16d common nails) . .. (Table 11) ................................................. Hold Down Ca c'ity...............ib. ... ........... .. .. (Table 11).................................. � lb. Percent Full- ht Sheath* a i. .. IN.I Q Sfi... 6".-T;...• .. (Table >�) ....:............................Ir-....1:1.� Wan Cladding f�'� t�-�� 3 i. 17 i3 2LA. ' Rated for Wind Speed?............................:......... ............ ......................................................................... . Roof framing member spans checked?: :.......... . (/RC or WFCIIf) Roof Overhang.................................. ......:.................... .. (Figure 19) tL ft. <_2' or U3 Truss, I-Joist, or Rafter Conn'eqbQns at L dbearing Wall s Proprietary Connect ors5 'Z ' fST�) �MPs Uplift. ............:........... .. (fable �'.,. Lateral.......:................. .....S.l.l l' ................ .. (Table 12)....... ....� ..............L= 2 Ib. ,,uu , Shear.....,......... 1.2.t 5 ..............:. .. (Table 12)/ "..t.(oJ.............•.S= lb. Ridge Strap Connections-Tension ....`-':®................... (Table plf Gable Rafter Outl)oker.................................................... (Figure 20)..........N`N- ft. ft. :5 2' or L/2 Outlooker Connect*ons at Non-Loadbearing Walls Proprietary Connectors Uplift. .......................... ... ...................................... (Table 14)..................... .............U = = lb. + Lateral......................... ............ . (Table 14) ............ L = lb. oof heathing Type ................. ....................... .............. . (IRC or WFCn).................. p 9 Thickness.......... .... .(��'flt ..........:......................................k...� in. >_t3//8" wsp 2y Sh Fastening............. ....— .................... . (Table 2) �U( ... la.�,... (o.. . �Z,D MIVA CHEL �, ..• CUDILO S tNo 347 L 74 rn ► -A CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD i t FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION t i Outside Elevation Side Elevation Extent of header(two braced wall segments) Top plate continuity is Extent of header(one braced wall segment) ---. required per R602 3 2 i 1 tl'A .I mrt^ t�¢ 'A� 1 -1,".� �'tl �.� ,� ,aFk `� w y�_yw. Sheathing filler . M31 m 3x.tT�t/4 net header i, nt , Ja if needed i 2'to 18'(finished width) � ; ar. .f 16d sinker nails Fasten sheathing to header with 8d common ,. k M � (0.148"x 3-1/4") nails(0.131"x 2-1/2")in 3"grid pattern as shown f M � � 1fF+ in 2 rows @ , + and 3"o.c.in all framing(studs and sills)typ' ;� '; ;, 3"o.c.' j 1> 1,000Ib.header-to=jack-stud strap t,";;° \1,000Ib.header- or' n both sides of opening , P 9 , ^,I ,a to-jack-stud strap (install on backside as shown on t.r• a, 1 Max Side Elevation;Ref.No. LSTA24) on both sides t eight ofl" `r ;a of opening(Ref. 10' 9 Min.(2)2x4 typ. " No.LSTA24) j + Braced'wall If panel splice is needed it shall y ;� xwrc we w, occur within 24"of mid-height. segment per a �„�: ,r Blocking not required.uired. R602.10.5 '^ ^; 3/8"min. 'A" i et r w! thickness wood 1 . s f: structural panel Min.width based on 6:1 No.of k4 `)h a a• j i r .s N nNa a' sheathing height-to-width ratio:For jack studs "f ^ example:16"min.for 8'height, per table 20"for 10'height,etc. R502.5(l&2) Min.2"xTx3/16"plate washer Anchor bolt per R403.1.6 Typ. Foundation per code ) 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Not to scale j Note:This narrow wall bracing segment meets FIGURE ` the minimum requirements for wall bracing �T (racking loads in the plane of the wall). The I building designer should determine what spe- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) i cific details are necessary to provide a complete 1 load path for using this bracing in the structure. I } At corners,connect the 16d nail at 12"o.c. t two walls together as outlined in this detail to { provide overturning Orientation of stud may vary restraint.. i Gypsum,when required, instaw'ith in accordance IRC Chapter 7 ,- Wood structural panel } 6 Town of Barnstable *Permit Expires 6 months from issue date -t Regulatory Services Fee v - v Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number O l Li Property Address HJ k LC, ti C- ; Residential ' Value of Work Z S 000 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address (+Iq he— C1 a i O t.uvoy"OGy- LC' Vie— co�u 'Ir Contractor's Name Sea F/ 3je: Telephone Number' �1�' �.��0 Home Improvement Contractor License#(if applicable) 0.;� Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance � rY Check one: -�''w`t�:�-.,.SS PERMIT ❑ I am a sole proprietor ❑ I am the Homeowner J U N — 7 2007 Im I have Worker's Compensation Insurance T .,WN OF BARNSTABLE Insurance Company Name (,/ e4'T Workman's Comp.Policy Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ® Re-roof(stripping old shingles) All construction debris will be taken to I,S CGJ l7`j j $��C S$� ❑Re-roof(not stripping. Going over existing layers of roof) 4� ❑ Re-side [� Replacement Windows/doors/sliders. U-Value f 3 (maximum.44) -, *Where required: Issuance of this permit does n oot exempt compliance with other town department regu a ,-r- �#ZQriir_Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of rmission. A copy of the Home Improvement Contractors Licenseseui SIGNATU ' .. ? �_ Q:Forms:expmtrg Revise061306 ACORD,, ,,.,:.CERTIFICATE OF LlAF3ILITY.INSURJWC,F-��-X- DATE(I�MiovrYYrn �—~�"° D6rp8r20p7 PRDDUCL'R Phorw: (5Dt))888-0207 Fsx (SDB)888 pgSD THIS CERTIFICATE IS ISSUED A8 A MATTER OF INFORMATION ALMEIDA&CARLSON INSURANCE AGENCY INC. ONLY AND CONFERS NO RIGM UPON Tmiz CenTImCATE P,O,BOX 719• HOLDER. T}II$ CERTIFICATE DOES NOT AMEND, EXTEND OR SANUNICH MA 02563 ALTER THE COVERAGE AFFORDED BY T11E POLICIES FLOW. INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURER A: Liberty Mutual lnsuranoe OCEAN MOUNTAIN COMPANY INC INSURER 8: Insurance innovators Agency of New England Inc. CIO SCOTT BUCKLEY BOX 1925 INSURER C: COTUIT MA 02635 INSURER D: _ COVERAGES INSURER E: THE POLICIES OF INSURANCE LIS p BELOW HA 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 PCRTAIN, T14E INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. I ADD LTH INCR TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTR P041CYGXPtRATION .LIMITS _ lTR __.tA_T_EMMADDrM DATE MMSl fVY GENERAL LIABR.ITY NP131082885 05129107 05/29108 EACH OCCURRENCE $ 300,000 X COMMERCIAL GENERAL LIABILITY POGO tok �, $ 50,p00 CLAIMS MADE I"1 OCCUR MFD.EXP(Any ores person) g 6,pp0 PERSONAL&ADV INJURY $ 3001000 GENERAL AGGREGATE $ 6001000 QEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG. _$ 600,000 X POLICY pe LOC — AUTOMOBILE LIABILITY n COMBINED SINGLE LIMIT ANY AUTO (Ea�rclrlgnSl 3 ALL OWNEDAUTOS BODILY INJURY SCHEDULED AUTOS (Per pAroon) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per aaddcnt) PROPERTY DAMAGE S Pm acddw) ®ABODE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ M^I OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION$ $ WORKERS COMPENSATION AND WC STA OTHER FMPLOYMI:5'LIARILITY BINDER 0B107107 06/02108 TORrLIM1T3 A ANY i`Rot'RIE.TORIPARTNERAxECUTIVE E.L.EACH ACCIDENT $ 100,000 ofRnS/IA./MNMhta..Luc., ���+ E.L.OISEASE-EA EMPLOYEE $ 100,OD0 N yne,enaeltbe under DPECIA4 PROVISIONS nelow E.L DISEASE-POLICY LIMIT $ 500,000 OTHER' DESCRIPTION OF OPERATIONSILOCATIONSIVEHICI E$IEXCLUSIONS ADDED BY ENDORSE;MENT1 SPECIAL PROVISIONS CARPENTRY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 9EFORE THE- EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUi'FAILURE TOWN OF BARNSTABLE REGULATORY SERVICES TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, SALLY SHEA ITS AGENTS OR REPRCSENTATIVE$, 200 MAIN STREET HYANNIS MA 02601 AUTHORIZED R RESENTATIVE Attention: 508.790-6230508-420-2974 � rrG ACORO 25(2001108) Certificate 0 3211 ©ACORD CORPORATION 1988 r_> _ The Commonwealth ofMassachusetts .Department of Industrial Accidents 0 ce of Investigations +' d 600 Washington Street Boston,M-4 02111, wi✓ w.mass,gov/dia ' Workers" Compensation Insurance kffidavit: Builders/Col tractors/Electricians/,Plumbers _ApAlicant Inforanation t Please Print Le�ibl� Name(Business/Organization/Inditizdual): MD C)/7 14 Co ,. J0 C, S zo r • Address• Y o� Ox ���� City/State/Zip: C.,)' 7—. Phone.#: 550 8 Are you an.employer?Check the appropriate bog: :Type of piaject(required):, 1 I am a employer with Z 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• E]Demolition �vorkin for me in an capacity. employees and have workers' g Y P ty 9. ❑Building addition [No workers' comp,insurance comp,insurauce.t' required.] 5. 7 We are a corporation and its 10.0 Electrical repairs or additions '3.❑ 1 am a homeowner doing ill-work . officers have exercised their 11.7 Plumbing repairs or additions ' right of exemption per MGL myself.[No workers comp. 12.N'R/ oof repairs insurance.required.]t c. 152, §1(4),and we have no employees, [No workers' 13.p Other comp,insurance required.] "Any applicant that checks boz Al must also fill out the section below showing their workers'compensation policy irdformation, t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the$ub-contractors and state whether ornot those entities have employees. Ifthe sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below ls.the policy and job site information. _ Insurance Company Name: L/Be.Y-T�Z_X4 JfV4 Ej d'ee_ Policv#or Self-ins,Lic,#: 4), Expiration Date: l City/State/Zip: ' oz63s lob Site Address: �Z dJ, e2�.•+.taC C<yr-¢--.• . •Attach a copy of the workers' compensation policy.declaration page'(showfng the policy number and expiration date). Faiiure•to secure coverage as required under Section 25 A of MGL c. 152 can lead to the imposition of criminal penalties of a fue up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of u-c to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the-Office of InvestiQations of the ELA for insurance coverage verification. I do hereby certtj under the pains and penalties of perju that the infortr�aton provided aboveis true and correct. �� attLe: . Phone 4 OfTcial use only. Do not write in this area, to.be completed by.city or.own of�iciaL l • City or Town: ' Termit/License# IsEuing Authority(circle one): 1.Board of Health 2,Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone#: °FINE I 'Town of Barnstable. Regulatory Services s$?uass$ '$ Thomas F.Geiler,Director wilding]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 Dust Complete and Sign This Section If Using ABuilder I, /+7'' y C ov Id , as Owner of the subject property hereby authorize SL %/ to act on my behalf, in all matters relative to-.work authorized by this building permit application for: , 9 z k/L/_&n A-7 dr-A�— L 0 (Address of Job) v o�L T D Signature of Uwner Da e Print Name Q YO RM S:OwNERP ERM IS S ION - Board of Building Regula ions and Standards k� r One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 152902 Type: Expiration: 10/13/2008 OCEAN MOUNTAIN INC. w; BCOTT BUCKLEY r. P.O. BOX 1925 -----____-- COTUIT, MA 02635 - Update Address and return card.Mark reason for change. i BPS- Al Address Renewal [] Employment . Last Card , ..:./fie '�onrnrta�u�ie� � l�rsrcx�,lec�velta i . 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:. 152902 One Ashburton Place Rm 1301 " Expiration: 10/13/2008 Boston,Ma.02108 •Type; OCEANVOUNTAIN INC. ` S COT T. UCKLEY /�j lftrd 244 SAf�°fUIT RD. ,�i�a.,,..� COTUIfit MA 02635 Administrator Not valid without signature 4 �r ----TOWN OF 3ARNSTABLF I , � T 70 MAR 12 F fry 9 14 }J { - l] \ r •� ±� - _L'ti ti-n \ 1`" L- .s� \r' yl'._. - }L _ r• /Hni �� L - - '�� _ � ,rt'I r _.`tl I .. 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J'-- �'I--1'- JJ f 'li T .,L 28 January 2013 tY\]L 7Ii a tJ,�rr� rl ]�C' y� Z - 41 7.�.i,I TLi � i.r.J TI it 1, Cri J-r'Y-� 1 _ �-�- .>1• y Jam. lr �'tl 1 JL I .. ,r _ ' T- 1] 1 .i�.l r,L_i.l!l �LTLJ1.l1 t I r-25.1 1?1TTTTJJJ I -'--77L� T�- ,J=r ! _u , �.'' i'J'L1 I!T--!_� 1'�r417 T7 !Tr T1I ��1T,, 4•} 1- Ly.! �Tf_Ir-I - J• !�' ,L? Tr, - � -, Iti t t.: r, ,rr Lrf ,�T Y��' I _ _,r�.' - O5,e- o`�2� ki®� MHr I i � I _ I SCAL TITLE ' _ i - NEW ADDITION 1.;' - � .I .. west elevation garage -_-------- ------ elevations g 9 3 south elevation garage and house !---------- ---_______________ ) , - - � DRAWING NO J A-201 - IJ I.i 1`l. ADDITION BEYOND - - •Tr- -rTL -a7 _1 J I J1J�_� 1 17i,)r'r.t � �T� 4 C_r1 T I -t •�r L!ui r .. I!.�J t•L O�.rJ s L'y - ❑ J L � - T-rJ''CT J T5.I I I, LI .IJ. � I..JIZIJ T�7 ;L fI r •'C—LLL 1 1 7i _1 J,T=1LL T911.1 ,11 L 1it Jl L l i I tr 4 Ir J I; • T I l I `r' IIL I ref I -i ' `tJ J' L - iTiirT:l LLf� r i �' tLl riJ .r-.1 I. I -� 41t" I� 'tI tLI n ryl���j-r- _ L J IL t, J; 1_r L r r=JT J 1 r rt`r,'i J i',�i' t I rl, J TJ ri L.L.i L - ' LI_L 7 1 'J ,�-' I� i I r-r - r -5 7�-� ,-��� L r + T� r<,I - .II_brl;111 4�t t tI I`t i Tull, I t?fl�T1 !I ITT•�I. rl 'I'l"i' I� - I 1 ` .. .I�J, I I.I I J LL i 7 1 V L .___. JJ _J••I LI.ll 111J iJ..I-I 'IJ 21J I'I1?-i '16 _ 71'-u-TT7-1 . ! I r fl LJ '1"LJTIi (t!1L1111 ,Lirf-IL I.I..1Tr rJjCRJIiT r'L.11.lil-! r�,L� r r �` I_ r� �r�--t� , I - -'.r 1'�,{'1 L! r 'may JI 1I J.I t�'L, ' i +"1` r�yT[i ---�. rchitecture+ desi n - �C 'I � U_J J � l 1 'Jr�rt �I'Yr 9 A �Jl 11 h--r.,J r'rL FI. _...f 1-T`r 7Ur � J tT l JJ 111�,.LLI t7 rL iJ Ll iLtl rI� - 1 r 1! -II L„ _JT t LI tJ J.`i J. Cr- l!.. t I JI -L CT-T - r -LITr.C� t r I - LLLZS`r 1 rJ f11��1: r, �Lr.`_�L J - t �l .fl'iU! - � -Ill -fit �� L LPL 1 r II i._c.. ! _ _ _---- - WER � 1T T�sL U t1 UI. is TJ 1 lL Gould Resident 82 Hummock Lan Cotuit MA 0263 Q north elevation zo - --------------------- -=- - - Jineen architecture+des n pC - l- r - -�- - 224 east 62nd stree =r` _ new york ny 1006 - tei 212 249 25 .T" i r�,+�,-:_'---`—�'� �-• ram•- —ii,�`-� ,..,_� =�—s - '- __ ,,—�-�,r —>- .�'� - : u [41rw L� F1 _ _ _ iJill 'trL TlillJ jt 5 J- i - JL4- I , I ) .�e1 j jr T 1"I r1,y hJ`,`-t rl `T1 I J i rL I 'I UL. 1! 4 � � • - t LT r' i `'' 4 rr't' Q Ij - n - T1'�j ,T I t rl '>u. _ ,� p r11'.,tll SY, _ ❑ 1'-t1tlt, i } - ------ �I rn, JJ L i 1 rI J r IJ r� -J7 ��-7r -�-�t �. L• i t Tl�..._ - `-r` 7I--IFIFI�I _ �. L'rl'21�75� t r) ,.7. r"21 T n J �•BB T:. i' ; 1�r �Tt. JI1Clt1 �1� _ DATE 1 �1T •Tr r _TY"� r,r'-. ♦ I: �. Jl \ LL� /__....'Ijlflil' 'J- �PI -,-�51T I T`fil LIZ'- {'_1 28 January 2013 fT I fit I,I ❑ J�.J1J1, yr,J'- IJ,-� r I i. 11 f 1 r'r ' 1 , r�L"I'i'�i . I . 1 ,_rr �lr,j r ti1--, ��r rl TLC,! t r',•L� Ir' ,rr-''7�T '• 1.. �� . 1 � � � � t •TTr ,r,�rr4� r }L7 ITT 14 � r-- -nr III 1Tr� I, I •.r- .. SCALE t 1��. l�fl r I.IIJi Jrrtr Jl JIT jl��t.li!I 4 1 NEW ADDITION—� 1. �_ J I U - TITLE t - _ -------------------------------- :. J� elevations 2 east elevation DRAWING NO A-202 4 Y� Fx 1 T N(a caAt d46-c . �1t w ._c v��.+a�E ��c fZ___f_�,e.a-✓vl E_ --- {�/j� . rinRTtt RG YrtTloN - ---' i -Ram E k�.isr. ` C A-F-,At-)E T)oO,Z ram• C)4M 0;cN)NC 5 ZN r u W f -1'_T. 2x4 �t�tti 5 j i --rev u ex E sn,os. t Iz • ZxY�:� � 2k8 Id"�Ps� Z tad t' �±, '; Co��MO� fin O�PoStT�" �► D . Lv L z ,3n` it YZ- r �;--ee A? L. �— — — -- i---� .SEE h - ool F�R HOF Lj MAS �' S y1 9� MICHELE tic o CUDILO rnl STRUCTURAL 4 No 34774 � SS�ONAL�G - //�� Vy APPPdVEO BY: / � SCAtE= /ti�• i Fcr,T ONAwN FTr .- � � - �Z MUr'NYv,pCtC LV41V� ���13 Co T 0 rr, ONAP,-- t, • GARAGE • I - . STRUCTURE - - - - i to be re-located - - zaa• 207 neoroom \ / � — — — — — — — . i ------- ——— =�1 �L— 207a aos -207bc,oe 20sac eow w • I I r JJ _ - I - - _ - .... - rchltecture+ design p 208bc 206 �^ ❑ 205°�"°'^ Remove all partitions i SECOND FLOOR i -- -- - no work — "-- -'— -- -- —I PROD ECI Gould Residenc 82 Hummock Lan - u second floor demolition plan Cotuit MA 0263 . ineen.architecture+design pc 224 east 62nd scree new York ny t 006 projec - tel 212 249 257 - GARAGE m STRUCTURE Ito be re-located 21r-0' - ,_... EXISTING DECK no work Li aow I - 11 r I--A n w 116'�II F7 I I °O I�g LLA L _.. r I• 100 — 1 , a I tBo be r em DATE oved I - ��1 y 28 January 2013 w@RIKIMn � Q' D5 ( e e eeloeam washer 1 . (— na an..nooa.,os 709 cenmB 106 •nw� scat I — .—,—�—— —— 3V.4• I 1/4'= ,'-O" L_J TrrLE existing and demolition — — — — — — — — — — — — — — — — — —..— — — — plans DRAtMNG NO n first floor demolition plan A-001 u, S�• ' r 7�,` $Ita 2 5 ,2�bR2 - IYOk,ioNrFl z" —1.1 . � Q`k• �r ROJND I l'2.rtCT .. ' .���— — — C)�2•}� — _ — C3-x 2�� bJX �rci t— Fi1LL FoyI1D}.�I ON I I Y! it LI k j OP M Fb IL FVTJCE Yt-ccGS$ I�coRS n,3., 4' PoO R.FD C :a Cn_e'r.r- Y`X B" cenwi 'I Jy Lhll` CoLJ TA] Sou D�o POST haaA L d•3:i Yc(q• I .. rr =— --to`8 --i-- (o'f3 —{ lc —F G's --<—' r`s X•—r—s s'� —� I A- �1 ROLD FM OFF 3%y"LS�(E1/C(•uLL C'i'E I ' I E6fT FCC"i; , Lp LJ"RNS p J' I Ell I =6 2x 2�x i' poJ0.cp�oz�iTcvT nt F» C P GG" I Yi CScs NOTE OTE A� nF<>zr—a I .. O Iz a <ON,o O Q m'' I EENWE arc r 8 to x ZED CGnlc.[i:rE T� NH �• NOTES .. 2O'�. 28•i' ` - Fo.lwDvrilon� roR �iEv': Zx/a �,�u. � I—A A; pFfSE'r ZkY EnaST�N6 .,JALI- L- Up W=� — _ TU VIN I S N-,trt,O2 ,J2�ACE. P,oR �,e✓t7� — — — —. — — — — — — — --_...-.__ r - W ALL yn JLT�-H Cx I I I•I t "lo"x ZZ' -Pw7e-D emae ectE Toaf,N6 / B �OJR woT1 NC-. • I I' II I� '{ 2gTD& ,�2.�1 L♦ cw rt,i_ i I j%AOFM4ss9 I� I MICHELE scN y I CUDILO ml ' i I o STRUCTURAL ti YI I I No 34774 I I f I i �90 9FG/STEP I I ! I �SS�ONAL fl A 8. C �L 14 @ U" o.t.. o� ss'K�to P 3r' o.c. G OU LD RE-53DENCE7 ' g2 H U,M✓+1GL^lC l VtiNE - �iJIT, •M A•� Fc,J,-fDgnO1J i>L14A1 S2 aF 3 \ / GARAGE STRUCTURE \ / to be re-located 2a•-4' • - // oPan to bel\\ I II �� 208aco .- 2078 dos 207bdos �J F - -p i `sue igj i chitecture + desn p II- 2D6bc - IMPORTANT m UP R /� Remove all ��A®C • EQU R�® 206�room O 205b�1Or^ - � partitions M G SAT BUILDING CODE REQUIRES THE SMO 2,o baw UPGRA JNG OF J� DETECTORS FOR THE ENTIRE EUPGDWELLING 3" C� I I _I Ir 011IE 0 MORE SLEEPING AREAS ARE ADDED WHEN — NOTE: OR CREATED. A SEPARATE. PERMIT IS- REQUIRED FOR secoND FLOOR— INSTAL ATiON OF SMOKE DETECTORS- THE no work L'OES NOT SATISFY THIS TORS-THE ELEC RICAL - - - - - - -__ — — _ _— - - J': MENT. PROJE cl Gould Residen 82 Hummock Lan 1 second floor demolition plan-,-., _ Cotuit MA 0263 _._. SPOKE DETECTORS REVIEWED bp ARCHIT BARN STABLE BUILDING DEPT. ineen architecture+design p DATE224 east 62nd streel new york ny 1006 project tel 212 249 257 .,a-a• 2e FIRE DcPARTMENT DATE oVa sneine doors BOTH SlG/UATUr3ES ARE RE :place with ra-bca,ed _ _ QUIRED,,OR PERMl1TING a Ilionad wintlow - GARAGE m STRUCTURE �'a - 1I' I r to be re-located 29+4. a, EXISTING DECK no re W — — — -- — — — -- — -"- — -- — — — -- — — - -�. — W;E... 4. no work bar bath— Er, 1-1 how.ar . 1a CARBON MONOXIDE ALARMS au m,adwPtlio d . awwrsno UST BE INSTALLED PER N —— —�—�———— i r I MAS ACHUSETTS BUILDING,CODE ro ;2T� uP IIlf II I FTo ILL JL� DAT L 100 I— BREEZEWAY I �� January 1 i 28 Jan 2013 LJ �r a d"o to be removed a II II`� e umnan LL Qr�aarae eocata washer Q a^ rla � r tl tlr hookuas �''7 , ,09 s„me. 106�w '1 ., L- i i �(F► _ _ o� I C� FPf � SCAT_ 3&-4• L—J j TFrLE existing and demolition — — — — — — — — — — — — — — — — — — — — — — plans DRAWING NO first floor demolition plan a aa, A-001 project north F e - 7-e 1/2' 7-T t'-51 2'-7-8 1/' 2'-T t'5' 7-7'g t . •_7• I 12 a' - / - I ''1 ter 7 I _ - cD CD '0 o rchitecture+ design p PI fireplac I - above - - 106 108be os ,Ogc I dd('^er_ _ II- 2 I( Ic: 2' N, ak 7D9L�B 708 .eundN ❑ eo stin ,Da entN it lV lV 2' n ev w PROJEC � 103a aos ro � b 6'-i• t2'-T p DO a p 8 8 0 Z; r Gould Residence b 82 Hummock Lan — — — � y N Cotuit MA 0263 D4be o IA � ARCHITECI n N N ineen architecture+design p - - 224 east 62nd stree n tel 212 249 257 4a m 28'-W 4-W GARAGE a m. 05 ag-ara9 STRUCTURE re-located DATE 28 January 2013 a SCAL 1/4'=1'-0" TITLE plans /1 DRAWING Ho first floor plan >l01 A-1O1 rchitecture + design p 207e aO8 207belps 2081,11 - \ / �P O nen op n to Apr 208bp ® /9't . 208b�r��^ ❑ 2o6rOOr^ 201 betlraom ry Peak FaYS✓ Poek / \ tl m a PROJ zma— K I Gould Residence . o I m 82 Hummock Lan ! _ ! b Cotuit MA 0263 2o2 sn,tl�o . - ARCHITECT ® , - ineen architecture+design p ' I 3 It'-t 0•I 3' It'-O• 3' i'-t0'I 3' 224 east 62nd stree t� - - t--e--+-- _+---t new York ny 1006 t 2• tel 212 249 257 2& I • . � 204 ennae,ed . - GARAGE STRUCTURE ----------- --- re-located - DATE 28 January 2013 III SCALE TITS _. -plans -- �second floor plan a DRAWING NO A-102 f tiv ---------------------------- YEA r .� 4. "``x--�,�°7'1-`_`,-f ur4'Y��'•--.'�" �„"`."�a-`�.r i_.,�y;��'[ -..... ��`:.�-. �.u�ti..,.�-, -r`..rn���'µ`-me -�7�c ram.--�---ram.-;,�y��=-a� viz, .uT.�. �..:,,_w-'y` ,_,y,.� roc'- �. --3�- � �'� � �--��-r c r L :.. ate- r. -=;•- ,� '"�-,. +�`T!-r ,I.�,. µ �` -`-`-•P� �•-� ..�,+.� -'.�- �,�-'� .: "-�`'.,- ro w. h tG'Y et�.�,�.�"i +.' � � �-w '4�v-`, . C'r'� •� -`�� - .'�''--r`''�1: '.�v-I-�-- «�. C... LT aT1'r Lc.. :L r-' �]J'-°' r:. t' .�,., � L;=.�`.i a.''�+- �..-,-�^-ram �I '.�.'.� -�—�t`�rt� :....;-•:- yt"'.�r���y:�-ti �..-rt��+r;�.,"—�'_'.�'..r-' ��L_: 1 T _j ,;—+•ti ._ r '�-r- �-^ 5. ��T-��. �L_�.r� �_ I - I :. � .`-�, �.�..y''� �-u�.' .tip +..�-4- 1`' _C!�-Z Z•_ f'��i�y'�•-�.`��y-���..�,"���. - 1 I _ L �_ ooa o1-3- " -., oaa - fr.��-. F,�;',-=r•'»-�.+-i;'L. _•.:... - '. n.: .. ... Y�"`,+r`.�.." .Tr- riuJ.L.,'.i,...JJlr u. -11�.-.-, LL �.u.,, ..0 1 .... �1 �-.�! L�1^,���__1�., EYA7l �.f TL3 iTi i L I 1 _ L t1,TJI.. oao .� _ irl iyr_L n , g S 'LY9T , ,J � r_ - - - 11.JI .r•r� � � 1 i Li i NEW PORCH AND WINDOWS I Tj I I NEW ADDTON—1 - - i PROJE l Gould Residence west elevation --------------------------------------------------------------------- 82 Hummock LaneI� e zo, Cotuit MA 0263 ineen architecture+design p 224 east 62nd stree new york ny 1006 I tel 212 249 257 j wf i " ram• ,- t 1 lL[ I ii 1� -1 L 1 I� I1 I -�4' "r _1_ - - , _ _ e - ..L L ;1'7_4�` 71 I �� 11 R L Mr L ' .` .'��'` IJ r•.,- r I t.l T r i J r' I`TJ 'rIL7�-'<7C;��t�n ` L- "4J1!• L�I 7 1 '+-Vu�+�ii _ -LL!.7 I�L. I •I. _ L r [- rL, ' ' �, 1, 'it L7 • �` "`---,-W 1 .Iv �-•wn. � '�-; lil ! J �.'`tJ'.�- f t_ t, L ,. -iI T IL` � LCL!- r .f1 17 LiT I L �l � �� �• ' �� _ ' � t "�'r'r_`-' If--„--• y ""'.�.* -t> 1 I I , I l .Clf. 1 r >�� r , �t r_� I -'i-r-4L r' , ---- .ZILLLL�`�t�si ',r'- I� li I i,.t 111 I.)L r.=J,lt.1T �T , {�I r I�r r 7 _ J iY l Ct L il. ' Y J1_'_L,_l.. r_�_ � � I L�7 'Li.li _ -- - .�X � i•.. tit_ r " LJ ., 'IL I, .. 7 ri!'� ter i 1�ItT�J.a f=� J 71 T T LTI�'.,.I.JL, , .I _,-� L,_L_ rJTJJ1,IJ� 0 r1 , r L J I JJ 1 DATE J S� t'r j IT>LY.' L - 1, ;r�I_ "' I :I,�r, .{J7 4 - IL 28 January 2013 n.r>tL'`irtr'i 'r—fir rr I, l- L� - - _ 'I,'7 TIL "t;>77n- ` �`r r _ L L "7TT-:! :i I jj j 1 I L — — — — — — — — — — — — — — — — — I — — — — — — _ 1 SCALE j I 1/4'= 1'-0' - - - +,.F TrrLE -I I west elevation garage L3� south elevation garage and house ___________________________________ 1 elevations e]D, o-20t ------J DRAWING NO A-201 �=:._ ITt.,,• ADDITION BEYOND ITI._r ltt- [7 J._ rTT' I-' I JrT'1 r I r tr ] '•l' Crt;�a r �'-.j Ui�IT.'y�``J�,,���f.�ri Tr' }�it -_ 1�L.J7LI,L L�]U 7-TJL ; 1. _ .iLLTll _ I. ]] \ y t '>, 1+, 7 I / J I _ r ] L rchitecture + de sign p I t ;J 4J41. J" '._ TC��, } J:u! t�-{ ri._ - >` r IL — ppppLTj —T PROJECI Gould Residence 82 Hummock Lan Cotuit MA 0263 n north elevation ARCHITECI --------------- 'J' een architecture+design p in 224 east 62nd stree ork ny 1006 HEEER - �`c���. �•- r.� -._-s. �r"�'�C"y �_ -1Vt�._�-,°.����,•�'� ,�--�•---`r'`"---.� � �T -�-� i--- •-,--� •-:iG+-ram r,- -�T- -�, _ '--`r�—,-as'```_ '�L ,r 7 ri71�'1•CC„IL J,.1�.4L��T, LT "'-"t -� �� lJJ.1 k t 0_.1_.i• Y] , I-',I- lb rJt4- t'jt` Ir — r4 J1�4 j _�� � \\ //- \\ // �,T-r�jJ._ �'r r 1I' � T�7ji-���-1I r, '•T _ , - -�--.�__"�-�' - i LrT1 e r--U l`l+}`YrYY`r--, �1'I /' r / LT T .JL tl.'. i-11:` `I]rY ,'t",]1.41l. ..-' - ] f_C- -� 7 - I TL.. 7 II I I1�. largo r L �t� 7 t DATEli . \ l.I / J,ttIIJL.0 I S1I J T! I I I ,I • � ;1 I •J 1 t 'Y , 7 28 January 2013 17T 71i1 '-� Tr T .7 t. �`,"r L t� i 4 r C�LrJ ❑ ME J 1�1'� i' J -� _ r I l r` _ _-_I__ , 7. L jrT1Ji ,1T� �-rl*, r r TI, �P.Irt L -- -7x .r44 I ° trill I � 1I i 7i i-1T SCAL 7` 7T�Tr I I T,il 774 1 u')J uT�C 1� Ll] 77 r"]-.I .L�`�'T�Tt r_11 1/4°= 1'-0° rj _J1iIL1i,t;�11,7 I If. TITLE NEW ADDITION elevations I ) -------------- 2Qeast elevation DRAWING NO A-202 / rY� 2.4 L_vL )( / .2xrs Izre�cc� 3EctM (3) y _ . i RED CEDA-t -.,,wc c5 4DhR 332t'14Tm'R {3 9" Sor_17 ct_uSED cCLL —y2 i �.•� G� R 7,71 FIt-i eKC U1S5 Zh10 Ib� O•C. _ { Co LL h•2 TIL 2.X U' 11e' O.C. t / �r BoA-Ril 2_x6 Yv at_c5 w 1 £her SHrEI-il 1-0/F—I . -Fai tc•>Jc'D \^i/ 3� cLvSED cEU_ �A-� w� 3 F-tI3EAC L5 R- 'iO � 9fx3 6 ED 5h D 5 E caun� Tv 3� ° "v4. E 5-D FLooR 2hl tsr it," O.C.z. -A a CK7 tJiDTM, - aZ-p Cy r-rt-S S • 3 stand-� t • ktva—f.C tt Crtl�Cl�S UNDeR Zt- M 2--12 5 YL L`/L. -M �nTS_ 3/tx� t-rr�ti e-r2�cc nl ii t•I vo 1 _ -------------------- i v 1� I 2k\o zx�i -- - ' %1� ✓rd v;r�2' OcZ rr w�.Gv +HL-nnac,r�.� j2u3dc'>Z t i{ 2X t? Ciy bl Zy'\D ro IZ Ne,;,bm 3121L CtsNTINVA VS 31-10 •aChDtR �o sYya 9 Yy Z.o£ PSL 21 15Ce 5K-rt \� j—'a— I /: P��N OF MA zJ`lo — — — � CYSS vht-,,,auu - - zkrD z>,z T>~-ifRfD ;.oYy' ?�� HELE CyG 31z rSyZ �,+., s*t.r*JD t_SL 1.3E rvac B.Cc Plh •'4 w'tvc 3LTY4 = C'UD1L0 a 't w/ ttnv ti�a�z nbazs O STrRoU �R�AI tin G Q Q `O9a 9FGl�TEPb aQ�' FFSSIONAL�G ZJ`12 S�.^+I S6N CYTZf3{$ Zir rZ _ UwcD .�� �\ SECTona x..e.yl•' ICwt - �2 MJrt+mOCK l•4N£ CoTv1T vith. STRUCTv P�4l. p•sr 7 t r ' 3I,' ri'j � 2 �5 IZ2R2 ' Hn��toi,.ri.L z" 7u.♦r.. ! . � I Q`1e. <rR3JND t^•t RJ wiETG"C - FILL Fou D,T1 ; - I wwwwp I t ^t kj y'x 3' op M 7t 1=aIL Fvtv¢E rKwss ��025 103' - STof�Fxt—Ruta31 i - FLOOR- 9' Pod�FD �o:a Go_c-F4'JL 8' I ce wL I -.I isw 75-2 �-_ STIACE} F JNL .I. �Dy L♦1Ll` Col11 HlJ � ' t. t Gin-=..—r---lo�B�—T i µDID r . j oFF 3%y"BALMi calN2 LRLL`( LULJM NS 2x Z'%i' 9oV0.c'p CCNCRE':f' TLYJ�1 V63 I Er.17T. 3 I Yi, (.SEE NOTE A) 3Wo ?52 4G♦ �vr O Ize SOND O O m 'iixf(j•�i41 I LEEN Tc 3} I 15� �--- I 10>ZL, comc 0.l-E ♦ /C X 1£> `?-NCnoE ,—TS 4, O.C. LjL - ,. �.r.D wi/owt %oR iaEW crl ♦ - A: OFFS zTH Tn �-rt2iov� A it SvYt:-RCE. �02 e"e✓lD1 --...... _-� 1 N x TEP y J R N C I; I lo'x Zt P-R D ca cLcfE To-_6 / DoR Fpn� I_ I ffI! II � '11 7G FLooR�—� wnLl-S I 5 thj r'oT � 2-pi cw-ram II I P�ZHOFM4S.S 90 I I .MICHELE �o DIL o CUO a cl 1 j � STRUCTURAL -4 N 34774 I i I I 90 FG/STEP FSS�ONAL ( she• a.a. c a•o.c- oz �.�<.,s..., .1„<.,.a� — —1 ♦ Mn(> C. 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SON I I fin; ! 1 j't-MPOREI� ` Cklb ex -ADER HAN&ER5 (j a ,351•x.S yL tve_ i j lost'to k,t E j i ( ( 3/v.,o.wex-aot hosts I_ � I GLASS14 STD gow rct+ \ / + C 1/+-,S A•X Rxst 'rax Ib` j j I I zel Z8l I I t I I 1 1 I 2x,o I j --- Sr•w'>5 ort CPT 8 i I 1 <—'j--��-------------�---� _. �, a C! I j I ^---7 ^ b•• b„ G" I � S. .t,.t'D`•Qf . — —I — MASS �WDIL�O I I I � C7URpL m 74 -- No �1 �o �¢• 0 9FOI Sl 90�SSIONP��G � 3 - c-,ouG•7 �ceslx-�c6 82 Ha rn r.nocK LYMg RWR F2AyvlI Nc-r } i SI3��13 CERTIFY THE LOCATIONS, ELEVATIONS i AND TIES SHOWN ON THIS PLAN RESULT + FROM AN AC L SURVEY MADE ON TOWN OF BARNS-TABLE T ff G S— z�- ►3 ''� �ro 2013 HAY 30 AM 8 24 DANIEL W. MACKENZIE PLS DATE DIVISION H OF MAus caws � q i MAP 53 LOT 23 o DANIEL W. CB/DH L? s ` MACKENZIE "' ® FND No.47187 a�U.r n�. Q 0�► ' . she t LAND oQ d� L=27.50' i R=30.00' CB/DH FND (S� CB/DH EXISTING FND GARAGE { EXISTING FOUNDATION • "� a EXISTING N HOUSE �O MAP 53 LOT 24 N O` er �O O EDGEtOF O 0 30 MARSH � G-0 Scale in Feet LITTLE RIVER Survey Provided By: Prepared For: Plan Title: ADDITION Horsley Witten G ro u p Horsley Witten Group, Inc. Anne Gould FOUNDATION AS—BUILT sustainable Environmental solutions ww.horsleywitten.com 90 Route 6A P.O. Box 161 • _ 8 HUMMOCK LANE w 90 Route 6A ` Sandwich,MA Cotuit, Ma 02635 1tilAP 53 LOT 14 sandwich, MA 02563 Phone: (508) 833-6600 1 COTUIT, MA 508-833-6600 voice Fax: 508 833-3150 508-833-3150 fax ( ) \\hw-file\HW-Server\Projects\2012\12052 Anne G6uld-Wet.Permitting,Cotuit\Drawings- 12052\12052 ASB.dwg i I CERTIFY THE LOCATIONS, ELEVATIONS AND TIES SHOWN ON THIS PLAN RESULT FROM AN AC L URVEY MADE ON RO �3�.P�jKOFMAsgcie, MAP 53 LOT 23 o s S\ L ACKE IE ► CB/DH N0. FND o � � j TFls��OlSTEP� J�o� 't LAND SJP O� L=27.50' i R=30.00' CB/DH FND EXISTING GB/DH FND FOUNDATION -TON EXISTING GARAGE N _ d c9 \ EXISTING N HOUSE �O MAP 53 LOT 24 cn i (b o� h EDGE OF MARSH o 15p h � LITTLE RIVER Survey Provided By: Prepared For: Plan Title: FOUNDATION TION AS—BUILT Horsley Witten G ro u p Horsley Witten Group, Inc. Anne Gould Sustainable Environmental Solutions _ Y P 82 HUMMOCK LANE P.O. Box 161 www.horsleywitten.com 90 Route 6A Sandwich, MA 90 Route 6A � J Phone: (508) 833-6600 GOtuit, Ma 02635 MAP 53 LOT 14 COTUIT, MA Sandwich, MA 02563 Fax: (508) 833-3150 508-833-6600 voice 508"833-3150 fax HAProjects\2012\12052 Anne Gould-Wet.Permitting,Cotu it\Drawi ngs - 12052\12052 ASB.dwg f�� Isabel a Ci 1CL 11 F'* It ' 1� , "`, • l% 1 ) •'' 1 �,f. O� / I • ., ,'' Lp Public • , , 49 ONE `1 � � .Qi`�F ' _ ' ; II ` •��-� �Q, s � L. 0 ; d 1 co I / {` `x t —`� �� ,' fir' �,. C •tn i o v ! l v f��y� x� PROPOSED m I / •_._ µ 1 i T i m sVNZ LIMIT OF WORK - g } M I I I jf / �' `4 1 rt •" �s Pt 'tJ M1 Handy ,e� I �* Alm a • /. h I try i - ��y tt t i m u_ co Pt LOCAL O i ,� •a..• • )! ` HOO rs a o + 1 BANK( C W '� I 1 f I _ Q 100 t I g 100 0,BUFFER ZONE TO COASTAL � / .� ,• ' � _( ster , - �w, Q I I I I I / �. .%� l I � Beach �� --- arbors h FC Cl • • r x . w .�� . Il 0co T� Vj Al 411 • , ... c f ., Pt C@ 100 % O lwti S ! I J J J I J I • • • • • �, •, (� I r �n---.may w` co)O « r m - Q f f QO t '.�- ♦ +► _._.__ _..L_-.h._....�_,._'_.—. .._—..,__..,-_,n.� a1 O m rix K ! -, I I _ r w �. � _ .� Public � - Svl\ STATE CB 100 I I 14 ` A o0 0 I I as S_ i ! E ( ND iS 1D >r �' ; oo 40 o ETO S�00TP= gTATE GB 1 STATE CB 100 m N // ; ! J I // 5..32 LOCUS MAP d m R o u� o 00 0 gV -p,•(E � � � m N `� ( / SCALE: 1 -1000 � �° o «d � c r� w TREES WITHIN DRIP IRRIGATION w 1 ( I / / i w ° '30 °�° coM O to c ao 00 �; W LEACH FIELD TO REMAIN TYP. 5 '� q �, , - / / / RESTORATION PLANTINGS = o 'o s� :.: • . - ter- - . . . . . • -: •:':-._.:':':•:....:•:':' PSI l / Symbol Species and Indicator Status Size&Form Site Root Planting Specifications No PROPOSED DRIP L '::- 1 \ ( of r l p/ Tree Species IRRIGATION LEACH FIELD Pitch Pine Med.Sized Evergreen on WF 13 f 6 — 4-6 feet tall CG or BB Planted singly;spaced 10-15 ft.apart {� (Pinus rigida) FACU (40-60 ft) ROOF DRAIN DRY WELL s ) r' 5.35 "1 � (SEE ROOF DRAIN DETAIL) ,, B / White Oak Med-Tall Decid.Tree LR ? RIM EL= 18.0 4 4-6 feet tall CG or BB Planted singly;spaced 10-15 ft.apart EROSION/SILTATION CONTROL FENCE / (Quercus olbo) FACU (75-100 ft) c __ P., SEE DETAIL) (/ . . . - � � Shrub Species (n � � w CB 56 - - 5 kbeny Med Sized Decid.Shrub 2-3 feet tall ' ` PROPOSED \ CG Spaced approx.5 lOft.O.C.; in clusters g 50 , ( E .. _ \ ` �Op (Ilex glabra)-FACW- (6-12 ft) (min.) G =� TFTQ.0 IT WORK \ Tall ecld Shrub _. LIMIT OF O a II o _ -• ..:.•.•.-.._-:-:•.'....-�g� -•-L'9� T ®"= O a'` ,. V /'" Nannyberry D 2 3feetta 4 CG Spaced approx.5-10ft.O.C.; in clusters G�5 '? s'' �`@,qN „' (Viburnum lentago)—FAC (20-35 ft) min. � � -n p� '•:•::..:,f ;,..-:•:....:.:••:-:.:.,•;_:_:..:.:•.•,-. '� ceSO `� �rz- ^• �%� >' � \� ` 0 Sheep laurel Small Evergreen Shrub 2-3feettall �1 �'^ , , WF 12 ° ° 6 Kalmia an ust� olia —FAC (up to Oft) (min.) CG Spaced approx.5-10ft.O.C.; in clusters O "� a CB : i ( g ) c�l 4op PROPOSED 4.85 W F- G� SEPTIC TANKS i f o 12 Black Huckleberry Small Deciduous Shrub 2-3feettall CG 5 aced approx.5 lOft.O.C. in clusters � `+ N � . " -• - g P K ._ '` � � I f 3 Oft min.) P pp � � •"•. ..• • gp,N •„� (� � �,,,, , <+' f (Gaylussacia baccata)—NL ( - ) ( O NE TO' STATE CB 50 - SO C, I a i f 1 Bearberry Low-growing Shrub 1gal. Spaced approx.l8in.O.C.; N ER ZO �"" STATE STATE CB 50 , / I o I f s CG C1 R .gUFF�E G 50 CB 50 F I Arctosta h 1 container �l 50 g 6- / ROOF DRAIN DRY WELL w ) I I ( p y os uva ursi)—NI (6-12 inches) planted in clusters N = _ ( SIA � "74 Ce cS� k (SEE ROOF DRAIN DETAIL) ( j ! I J J (. Lowbush Blueberry Low-growing Shrub i al. Spaced approx.18 in.O.C.; C) / CONNECT TO GUTTER("TYP. 5) r CgSD SO UGE ; RIM EL= 17.5 1 r, j J f 661 16 g g g CG PP O (GUTTER INSTALLATION BY OTHERS) PROPOSED GARAGE (" .1 $ I I (Vaccinium anguscifolium)-FACU- (6 12 inches) container planted in clusters Q �C N�Z ST - (" Herbaceous Species (in addition to wetland seed mix) O U) `� ti0 LEACHING PIT SEE ��' � '9T �/ l / F / LEACHING PIT DETAIL Ce 0 I ( Switchgrass Perennial Grass 1 gal. Spaced approx.18 in.O.C.; R . . . C v F ( ) S 5 STATE CB , _....._.. i i I 6 container CG C GB C G - ------ Panicum vir atum —PAC .g 'CASE QSp n w / __- '�_ 1 FF ( g ) (up to 3ft) planted in clusters RIM EL=21.0 S --�- MAHW E WF 11 • • �/ a 1 5 / i �` .4.81 yi o 0 0 "; Seed Mix(for mid to upper reaches of restoration area) _ / M N O 0 PROPOSED l�'' Q O ,' a ° '' o ' i� New England Conservation/Wildlife Mix' a. a U / — — -- — - , °r ° u_ �� Application Rate:25 LBS/ACRE(1750 SQ.FT./LB) } m f ENTRY PORC o ° ° M pj // \ /�; + ; I '• Species:big bluestem(Andropogon gerardii),switchgrass(Panicum virgatum),little bluestem(Schizachyrium scoparium),Virginia :«r .� • • , - O m� , i wild rye(Elymus virginicus),partridge pea(Chamaecrista fasciculata),common milkweed(Asclepias syriaca),showy tick-trefoil � •E BARNSTABLE COASTAL I I (Desmodium conadense),New England aster(Aster novae-angliae),spotted Joe Pye weed(Eupatorium maculotum),grass-leaved ,RwERF' --� � ;• _ _ ' �`'-1(�}`� 0 • I - 1 BANK !- I goldenrod(Euthamia graminifolia)creeping red fescue(Festuca rubra),ox-eye sunflower(Hehopsis helionthoides),deer tongue (Panicum clandestinum),green headed coneflower(Rudbeckio laciniata),early goldenrod(Sohdago juncea),and Indian grass Z h 'Q Q R t .f' CD p I (Sor h ( m o0 / N N Available from New England Wetland Plants,Inc.(www.newo.com) c chi �. -- - PROPOSED ADDI ION ,. . ° a WF 1 v v , p ROOF DRAIN DRY WELL / / / / ° c ° ° 0 ,�� / 0 / 4.01 M "' iu SEE ROOF DRAIN DETAIL T`" � �' / y / CL 4) ` RIM EL= 16.5 EXISTING HOUSE ° ° a TO REMAIN Q O 1 N - i O �tiON ! STAKED STRAW BALE/SEDIMENTATION SF�N -- Cl) ,gvF� STATE COASTAL s,� , �ti'--�, CONTROL FENCE (TYP., SEE DETAIL) c� 5 -- - j 0 BANK � ----... , sFl-I -- -- ) - SF rsx B -- a_ � PROPOSED � -FLOOC�'-_ F� ;a ""• =--..0 _� / J - F �p � `1 0 / LIMIT OF WORK - - N �, / . . � _ — — —_ -- _ --- --.. 4 - ,' a "• -- -`_ _.— '' � o �� � o � � STAKED STRAW BALE/SEDIMENTATION46 M CONTROL FENCE(TYP., SEE DETAIL) — — _ _ J _ _ — / __ PROPERTY LINE i' --- ���. _ _ � �\ _ J •.,. � m � a'. � a w A O � (TYP.) �� � `-�, l`�` '-'`� �1 — \70— _"' f/ � � Registration: N TRANSECT LINES T1 - - - - - - - - _ - - O / (TYPICAL) o M ti _ — -- — 0 `S` ( FAT Fit! _ ` ' , � — CML r / T1 -- - _ -- 5.25 - - - -- - - - - t _W l , -� �/ roxw 1 3 _ _ WF 7 O T1 G }/rlF�3 - - - T2A - - - - - _5 - - -4.55 Z 7 j l`} T1D y%9 �,/- T3 J - , GRAPHIC SCALE �3 O 1-- T1 A -1 T1 B - _ f �� V/ 10 0 5 10 20 40 Project Number- Sheet: 4.47 T3A _ j w p — . . • , � ` , V, �.���� ,�✓�`'1`J (in feet) Sheet Number. • ' r��a�lw 4 . . . . . . . . . _._.._._ . . . ��i 1 INC - 1 FEET C - H - 0 TYPICAL ROOF DOWNSPOUTS' 7+ NOTES: USE THREE 3 ROOF DRAIN DRY WELLS H 0 Y SHOREY PRECAST SILT FENCE fl a_ a ' a b t � CONCRETE 1. USE 36 1 N PRODUCTS S NCHES WIDE MINI O CTS OR APPROVED 1 x 1 x 4 LG. OAK'STAKES MUM FENCE FABRIC: ROVED EQUAL.PROVIDE CRUSHED STONE. STAPLED TO POST 2 X2 X4 OVERFLOW AROUND A FABRICS L E FLOW PIPE AND UNDER T SHALL BE SECURELY F R STRUCTURES AND FRAME AND CO 1 1157 `DRIVEN FLUSH W/TOP OF FASTENED TO W K RAM COVER TO FINISHED WOODEN STAKE 4-0 GRADE. . 1 BEANP I� BEANPOLES. INSTALL 6 MIN W I I I. STRAWBALE 2 EAGH`BALE OF FABRIC BELOW i t SUPPORT NET . LA _ . GROUND SURFACE BACKFILLED R OE-ED . SP SH BLOCK I DRIVEN AT SLIGHTLY OPPOSITE ( O T I INTO GROUND). RIM ELEVATION VARIES,SEE SITE PLAN; �•- DIAGONALS) _ 4, SILT FENCE , I I 30" 2 x 2 OAK POST ( EXPOSED ! BACKFILL "` 4" (TYPICAL) STRAWBALES BUTT V.C. FLOW p0000ao a - TOGETHER`(TIGHT) 2 i,. .e. ` y ' I , oar�Qaacr 4-0 MAX. `� cooac�oQ „ m (TYP-) r -2 PROCESSED STONE $ MINIMUM 0- A r O �.�y GRADE PITCH G E / MIN E SIDES OF TRENCH WITH FILTER FABRIC 16 G _DIRECTION OF I onaat�ao I BELOW . . : 5 N FLOW .o. . . • . . GROUND . . ... 1 ( .,. SEDIMENT . . 1 3 0 :NOTE. .o. % _ . .:. LL F LADEN i STRAWBALE COMPOSEDO BEAN'.POLES , . •o. 6.5 RUNOFF tt -s: CLEAN RECENTLY`HARVESTED . , . O t STRAW. 6 I' (TYP.) ;o; UNDISTURBED 2'MIN °° II � SECTION B .o. d U. ,,� ; I 1 •.� SOIL 4 0 1 t ESTIMATED SEASONAL H GROUNDWATER - � O HIGH GROUN W ER EL 8.30 = II SEQUENCE OF INSTALLATION 1. TRENCH 6 BELOW EXISTING GRADE ALONG SECTION A o m w S7RAWBALEISILT FENCE ALIGNMENT.: ROOF DRAIN DRYWELL DETAIL a 2. PLACE AND STAKE STRAWBALES AND SILT o s PLAN VIEW TOP VIEW NOT TO SCALE � y o FENCE AS SHOWN'. p - s` 3. WEDGE LOOSE STRAW BETWEEN BALES. c �, A. BACKFILL AND COMPACT EXCAVATED C C � � w MATERIAL. d co TYPICAL ROOF DOWNSPOUTS g. COUPLER USE A`200 GALLON LEACHING PIT BY SHOREY PRECAST CONCRETE ::: ' o c OAK POST PRODUCTS OR APPROVED EQUAL.PROVIDE CRUSHED`STONE AROUND 2x 2 W Q o mm '' � o OVERFLOW PIPE AND UNDER STRUCTURES AND FRAME AND COVER TO FINISHED GRADE: Q � ... ,. ?' .4 `O �c N d � d ,, 4 LG. OAK STAKESDRIVEN o eh rr 1 x 1 x w:o SPILASH BLOCK •c s� r>> m H 3 0 SILT FENCE STAPLED .. ao ao S f'LE FLUSH W/TOP OF HAY BALE 2 EACH ..:_ RIM ELEVATION VARIES, SEE SITE=PLAN' tk w p H a a5.ao m . TO POST BY BALE a o o o ) :► o MANUFACTURERwrwZ hc► y � o 0 V-6 COMPACTED BACKFILL 4"P.V. . - dciaciooca SECTION A SECTION 13 •; p o r n©o' COMPACTED , ' c3 a ra a o ca a •_ a o c c o d GRADE BACKFILL 1/2"-2"PROCESSED STONE q PITCH/DIRECTION ; : . .:: $.MINIMUM 1 n 2 0 GRADE OF FLOW .. . • _ LINE: SIDES OF TRENCH WITH FILTER FABRIC 5 0 ( :.': c�oc�eorq 81 6 c o ° o , UNDISTURBED SOIL o' ,o' o o 2'MIN` ' ESTIMATED SEASONAL HIGH GROUNDWATER EL=8.30 V JOINING SECTIONS FENCE' .� SECTION VIEW � ►�,, Q � t- rn CN, STAKED STRAWBALE/SEDIMENTATION CONTROL FENCE ETAl L EROSION�jSILTAT10N' CONTROL FENCE LEACHING RI T ROOF DRAIN DE TAIL L to NOT TO SCALE' NOT TO SCALE NO TO SCALE o; N .N, � T Cti Nto N i rr v� O N 0 CO) ' N L W •F� O ° °. U ; lu cq 12 Cn vi G t x aao a ., x 9 o A. E--+ c N O` N N• r O N ... O O �.. - >+ a Cn 'O Registration: C� g Of C FA� � fl OVtL M roNAL 04 0 Project Number: Sheet 12052 2 of 2 _ 0 Sheet Number. Cn N C � I