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Home My WebLink About0101 EISENHOWER DRIVE l�ie. uj Q ,., } Ffl f i !f I 4 i i a i Ali Cape I nsulation. & Su 1 Incpp Y:� 11 Atlantic Avenue Post Office Box 1566 S. Yarmouth,Nf.A. 01664 S. Dennis,Ak o966o FAX DAY DATE:] V TIME: PAGES: INCLUDING THIS COVER SHEET LAI TO: FAX #: �' MESSAGE: ----------------- !�At M.V.,00u J� An Office: (608) 394-5700 (800) 626-9276 Fax: (508) 394-2220 r L-d OZZZ-b6£-905 uoilelnsul ede0 Ild e9Z:60 9[ ZZ TECHNICAL-DATA SHEET PERMAX-M 1 .8 lmenr. C ® M rP A N Y s Polyurethane Spray Foam System (based upon RT 2046 1.8 series resins) Physical Properties of Cured Foam -Nominal Density -VOC Content,calculated 15 gllmax ASTM D1622,Ibslft 1.8 Ibs -Surface Burning Characteristics -Thermal Resistance ASTM E84 Flame Spread Index 20 @ 4 inches ASTM C518 Aged R value 6.47 per 1 Inch Smoke Development Index 450 @ 4 inches (140°F @ 90 days) UBC-26-3 with 15 min thermal barrier - -Air Permeance 0.036Us►m2 8 inch wall Pass ASTM E263-04 (0.0007 cfmlit2) 12 inch ceiling Pass -Water Vapour Transmission -Compressive Strength AST E96-00,Method A desiccant 0.97 ASTM D1621,psi 25 M Pemtindt -Tensile Strength 55-65 -Dimensional Stabifity Pass ASTM D1623,psi ASTM 02126-98,<15% .168 hr at 70°C,970h humidity -Shear Strength 35 ASTM C273,psi -Closed Cell Content ` I . ASTM D1940,min% 91.9 Sound Transmission 27124 ASTM E90-04 STQOITC Compliance Standards of Cured Foam ICC-ES AC377 ICC ESR-3024 ASTM C1029 Typical Physical Properties of RT-2045 1.8 Liquid Resins Liquid Resins Component B Liquid Resins—Component A -Specific Gravity @ 70'F 1.22 -Specific Gravity @c 70°F 124 ASTM D1638 ASTM 01638 -Viscosity,cps 800t 50 -Viscosity,cps 200 Description PERMAX 1.8 is a 2-component polyurethane spray foam system consisting of Components A and B, which when sprayed through special plural component spray equipment, will produce a premium seamless, monolithic, and durable closed-cell polyurethane foam air barrier 1 insulation lvapor retarder suitable for residential and commercial%gall applications. System Features 77 -Meets [CC industry standards for Spray Applied Foam Plastic Insulation -High R-value increases structures'thermal performance and reducing operating energy costs -Functions as a vapor retarder in thicknesses greater than 1 inch -Seasonally adjusted formulas available for ease of spraying at different ambient temperatures Usage PERMAX 1.8 is used to insulate a variety of interior wall, subfloor, and roof cavity conditions including: residential&commercial stud walls; attics, cavity-walls, ceilings, crawl spaces, sub-floor cavities, 'controlled'atmosphere" storage structures and metal buildings. Uncontrolled air leakage is eliminated increasing overall thermal performance of building structure and saving energy costs. Coverage Average density 1.8 pounds per cubic foot 4,500 to 5,500 board feet per 1051 llos*W consisting of 1 drum Part A and 1 drum Part B-based upon iobsite conditions Henry Company,999 N.Sepulveda, Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.com - REV: 07/12i2012 Z'd OZZZ-b60-909 uoi;elnsul edeo Ilb' e9Z:60 96 ZZ AeW PERMAX 1.8 2-Part Polyurethane Foam System Storage and Shelf Life Both components should be storec in their original containers and away from excessive heat and moisture,especially after the seals have been broken or some materials have been used. Drums must be stored indoors and jobsite tanks maintained between 50*F and 75°F. Containers should be opened carefully to allow any pressure buildup to be vented safely while wearing f,in enfaiv nrntPrfinn Fxr.Pssive venting of the `B' component may result in higher density foam and reduced yield. Materials stored at temperatures below 50T will increase viscosity and some applicauon equipmenl Miry nut Icaui ouCyuaLO apnay temperature set points. Supply pumps and hoses must be sized to provide adequate supply when materials are cold and at a higher viscosity. Shelf Life: Excessive low or high temperatures may decrease shelf life. When stored in the original unopened container at 50"F-75°F,the shelf life of the"Part B°component is sic months. Temperature above 75'F decreases the shelf life. The"Part A'component has a shelf life of 6 months in unopened containers when stored at 65'-85°F. . Surface Preparation All surfaces to receive PERMAX 1.8 must be clean and dry, free of dirt, oil, solvent, grease, loose particulates, curing compounds, frost, ice and other foreign matter which could inhibit adhesion. Moisture content and surface conditions of substrate are critical to adhesion of PERMAX 1.8 and heed to be verified by installing contractor in small,test areas before proceeding with full application. Suitable substrates include: exterior grade gypsum sheathing, OSB,"plywood,•lumber, CMU, structural & lightweight concrete and properly prepared galvanized; aluminum and painted metal. Lightweight insulating concrete or other friable substrates are not acceptable. Painted steel, galvanized, stainless and aluminum: check surfaces for mill oil used in the manufacturing process and moisture. All oil must be removed and the surfaces clean and dry before priming using Sherwin Williams®DTM Wash Primer or Krylon@ Industrial Coatings^''Water-Reducible Wash Primer. Recommended Substrate Temperatures PERMAX 1.8 is formulated in three different reactivity profiles to meet varying substrate temperatures at jobsite. Supplemental' heating is required at temperatures of 40`F and below. Depending on relative humidity and supplemental heating, application temperatures down to 20*F is possible. Winter/Winter Grade,- Winter Grade Regular Grade Minimum substrate&air temp 30'F 45-60°F 60-90°F Maximum substrate&air temp 70°F 80°F 120*F For applications below 40'F,.Henry Company technical personnel should be consulted. At the lower end of the indicated temperature ranges,thin"lash passes"should be avoided. PROCESSING CHARACTERISTICS Liquid Component Properties Viscosity/Specific Gravity at 70°F Part A Component(CPS)/(91cc) 20011.24 Part B Component(CPS)i(g/cc) 600+50 CPSM.22 ' Mixing Ratio by Volume - Part A Component(CPS) 50 Part B Component(CPS) 50 Recommended Pre-Heater Processing Temperatures" Component-A 110-120'F Component-B 110-120'F ' Hose 110-120'F *"Processing temperatures typically used with conventional Gusmer�or Graco"'equipment. Environmental conditions may dictate the use of other temperature ranges, however 140*1=must never be exceeded. It is the responsibility of the installing contractor to determine the specific temperature settings to meet environmental, equipment'and product limitations. Henry Company,999 N.Sepulveda,Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com -W- t ent�GO2m REV: 07J12/2012 £'d OZZZ-V6£-809 uoitelnsul edeo Ilb' e9Z:60 56 ZZ ABIN PERMAX 1.8 2-Part Polyurethane Foam System Machine Mix at Recommended Temperatures' Winter Grade Regular Grade ". Cream Time 1 second 2 second Tack Free Time' On Rise On Rise Initial Cure Time 4 Hours ' 4 Hours" • Properties cited were achieved using a Gusmer H-2000 Proportioner and GAP Pro Gun with #01 module with a static proportioner pressure setting of 1400 psi. Older equipment may be upgraded with"Arctic'Booster Pack' heaters or minimum H-2000 heater/proportioner to adequately pre-heat to process temperatures. Spray guns such as; D-gun, GAP Pro Gun, Fusion gun, or Glascraftry Probler guns fitted with smaller output tips (15-18 Ibs/min.), are recommended for better spray control in stud wall applications at recommended processing temperatures. *"Complete cure will depend on temperature, humidity and degree of ventilation. Complete cure usually occurs within 24-72 hours ` Climatic Conditions and Humidity Moisture in the form of rain, dew, frost can seriously affect the quality and adhesion of the PERMAX 1.8 to the substrate or itself. Henry Company does not recommend the spraying of this system when the relative humidity(RH)exceeds 85%. When heating the interior of a building the relative humidity can change dramatically and should constanUy be measured Application Equipment The proportioning equipment shall be manufactured specifically for heating, mixing, and spray application of polyurethane foam and be able to maintain 1:1 metering with a+2%variance and adequate main heating capacity to deliver heated and pressurized materials up to 130°F. Heated hose must be able to maintain pre-set temperatures for the full length of the hose,' Minimum 2:1 ratio feeder pumps are required to supply stored materials through minimum 1/2-inch supply hoses. Pressurized and heated tanks systems may be used if sized appropriately to provide adequate flow at maximum operating capacity and temperatures. Guns such as D-gun, Gap Pro, Fusion-gun, Probler with tip size approximately 16 Ibs;min are suitable for most residential applications. Commercial cold storage,freezer applications, and large metal buildings may utilize higher output guns. Processing Temperatures Recommended processing temperatures;'Part A'Main 10.0-115°F,`Part B' Main 130-135°F, Hose 110-120°F are critical settings to achieve viscosity to allow balanced pressure during spraying. Balanced chemical output pressures are importantto producing good mix, Foam output pressures greater than 200 psi differential Jndicate either improper chemical temperatures, or worn gun!packing parts. Unequal pressures will cause poor chemical mixing through the module and uneven backpressure. A critical requirement for good spray mixirg requires appropriate tip!module sizing to the proportioner and adequate heating capacity. Unequal pressure(>200 psi)can cause excessive pump wear. Do not re-circulate the 'B' component,for increased storage temperature as frothing or boil-over may occur .at material temperatures above 60°F. Spraying Thin"flash passes"to very cold surfaces are not recommended. Thin passes (1!4"or less)should be avoided. They may result in reduced yield and loss of adhesion.. It is recommended that the total design thickness be completed each day. This spray system should be applied in uniform minimum pass thickness of 1-inch, maximum pass thickness 3-inches. Application temperatures below z0'F may require reduction in single pass application thickness. Additional thickness may be applied after a brief waiting period. Yield and in-place-density is dependent upon the temperature of the substrate, ambient air temperature, gun speed application, gun tip size, and the output of the proportioning unit. PERMAX 1.8 is designed to provide maximum yield when sprayed in 2" thick passes. Excessive pass thickness can reduce density and physical properties, and cause local overheating and possible fire. When applying over Blueskin membranes, apply initial 1-inch pass and allow to fully f cool before subsequent passes—to avoid heat damage to Blueskin membrane. Precautions Read and understand the Material Safety Data Sheet for this product before use. The numerical flame spread and all other data presented is not intended to reflect the hazards presented by this or any other material under actual fire conditions.Polyurethane foam may present a fire hazard if exposed to fire or excessive heat (i.e. cutting torches). The use of polyurethane foam in - interior applications on walls or ceiling presents an unreasonabie fire risk unless protected by an approved fire resistant thermal barrier with a fire rating of not less than 15 minutes. A UBC or IRC code definition of an approved"thermal barrier' is a material equal in fire resistance to %Z'gypsum board. Each firm, person, or corporation engaged in the use, manufacture,or production Henry Company, 999 N. Sepulveda,Ste. 800 EI Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.c m, REV: 07/12/2012 t,'d 0ZZZ-ti6£-909 uol;elnsul edeo Ilb' egZ:60 5l• ZZ AeW or application of the polyurethane foams produced from these resins should carefully examine the end use to determine any potential fire hazard associated with such product in a specific use and to utilize appropriate precautionary and safety measures. PERMAX 1.8 2-Part Polyurethane Foam System Consult with local building code officials and insurance agency personnel`before application. Do not re-circulate the 'B' component for increased storage temperature as frothing or boil-over may occur at material temperatures above 60°F. Polyurethane foams will bum when exposed to fire. Caution during application must be observed with signs posted for other trades, 'Caution Combustible Insulation, No Welding or Hot Work Allowed'. On a daily basis remove all debris and shavings from the job site leaving a clean work area. In freezing conditions [below 32'171,jobsite air temperature must be maintained above 50 degrees F. during the cure cycle so extreme temperature drops to the curing [green]foam are not experienced, When using fuel fired heating units the exhaust must be vented directly outdoors to prevent unsafe carbon monoxide conditions in the work area. Electric heating units are preferred. All heaters must be turned off before the application of foam begins. Henry Technical Personnel should be consulted in all cases where application conditions are marginal: Worker Exposure Hazards — Both Components A and B can cause severe inhalation'and skin sensitization. For interior applications:full body protection required including air supplying respirator such as a self-contained breathing apparatus(SCBA) or a supplied air respirator (SAR) in the positive pressure or continuous flow mode (this includes air supplied hoods). For exterior applications: required either a full face air purifying respirator or half face worn in combination with chemical safety goggles. The recommended APR cartridge is an organic vapordparticulate filter combination cartridge (OVIP100). It is recommended that all applicators and workers obtain recurrent formal training before exposure to or applying this product. More product information and training materials can be found at.Henry Company wwww.henry.com — or on SPFA or CPI websites _ including_vwrtJ.scravnolyurethane.com,www•.polyurethane.org,w-NW sprayfoam.org Product Sizes Component A—551 Ibs drums, 2500 Ibs totes(disposable or returnable) ; Component B-500 Ibs drums Freight Classification Component A-Resin Compounds Item 46030,Class 55, NOIBN Non-Hazardous Component B-Resin Compounds Item 46030,Class 55. NOIBN Non-Hazardous Limited Warranty Contact Warranty Department at warrantyehenrv.com or location shown below for product or systems warranty information. STATEMENT OF RESPONSIBILITY The technical and application information herein is based on the present state of our best scientific and practical knowledge. As the information herein is of a general nature, no assumption can be made as to a product's suitability for a particular use or application and no warranty as to its accuracy, reliability or completeness either expressed or implied is given other than those required by law. The user is responsible for checking the suitability of products for their intended use. Henry Company data sheets are updated on a regular basis; it is the user's responsibility to obtain and to confirm the most recent version. Information contained in this data sheet may change without notice. Henry Company,999 N. Sepulveda, Ste. 800.El Segundo CA 90245 Tel:800-486-1278 Email:techservices@henry:com www.h. enry.ccm REV: 07/1.2/2012 • 9'd OZZZ-ti6£-909 uoi�elnsul ede� Ilb' e9Z:60 96 ZZ AeN TECHNICAL DATA SHEET A-COMPONENT COMPANY (p-MDI) Typical Physical Properties -Color, visual Brown Liquid -Flash Point, `F 1990F -Solids,weight% 100 -Weight per gallon, @ 250E 10.3 -Specific Gravity @ 25*F 1.24 - NCO content,minimum% 31.01 -Viscosity @ 25°C, mPa.s 150-250 -Acidity, % 0.01 —0.03 maximum Description A-Component is an aromatic polymeric isocyanate resin [diphenylmethane-diisocyanate or p-MDI].available in drums,totes or bulk packaging. x Usage A-Component is used in conjunction with Henry RT or PERMAX B-Component resins to create various commercial spray polyurethane foams. It is blended in a 11 ratio with B-Component resins to create a variety of SPF for roofs,walls,,OEM,tanks, spas,piping and other uses. Coverage Reference B-Component published Technical Data Sheet Storage and Shelf Life Both A& B Components should be stored in their original containers and away from excessive heat and moisture. Drums must be stored indoors and jobsite tanks maintained between 50'11F and 86°F. Containers should be opened carefully to allow any pressure buildup to be vented safely while wearing full safety protection. Shelf Life: Excessive low or high temperatures may decrease shelf life. A-Component has a shelf life of 6 months in unopened containers when stored at 65'- 85°F. = Surface Preparation Reference B-Component Technical Data Sheet Application Reference B-Component Technical Data Sheet Precautions—Supplemental to B-Component Precautions Read and understand the Material Safety Data Sheet for this product before use. A-Component must be kept dry and avoid contact with moisture vapor or liquid water. The numerical flame spread and all other data presented is not intended to reflect the hazards presented by this or any other material under actual fire conditions. Polyurethane foam may present a fire hazard if exposed to fire or excessive heat(i.e. cutting torches). r Each firm, person, or corporation engaged in the use,':manutacture, or production or application of the polyurethane' foams produced from these resins should carefully examine the end use to determine any potential fire hazard associated with such product in a specific use and to utilize appropriate precautionary and safety measures. Polyurethane foams will bum.when exposed to fire.,Caution during application must be observed with signs posted for other trades,"Caution Combustible Insulation,No Welding or blot Work Allowed". �On a daily basis remove all debris and shavings from the job site leaving a clean work area. When using fuel'fired heating units the exhaust must be vented directly outdoors to prevent unsafe carbon monoxide conditions in the work area. Electric heating units are preferred. All heaters must be turned off before the application of foam begins. Henry Company,909 N. Sepulveda, Ste.650 El Segundo CA 90245 Tel:800-486-1278 Email:techservices@henry.com www.henry.com REV: 09130/2010 9'd OZZZ116E-909 uoilelnsul. ede0 Ilb' eLZ:60 56. ZZ AeN J, Worker Exposure Hazards—Both Components A and B can cause severe-inhalation and skin sensitization. For interior applications:full body protection required including air.supplying respirator such as a self-contained breathing apparatus(SCBA) or a supplied air respirator (SAR)in the positive pressure or continuous flow mode (this includes air supplied hoods). For exterior applications: required either a full face air purifying respiratoror half face worn in combination with chemical safety goggles.JThe recommended APR'cartridge is an organic vaporiparticulate filter combination cartridge (OWP100). It is recommended that all applicators and workers obtain recurrent formal training before exposure to or applying'this product. More product information and training materials can be found at Henry Company www.henry.com—or on SPFA or CPl websites including: www spravpolyurethane.com,www.polyurethane.ora.,mrAv.soravfoam.org• Product Sizes 551 Ibs drums 2500 Ibs totes (disposable or returnable) Freight Classification A-Component-Resin Compounds Item 46030, Class 55,NOIBN Non-Hazardous Limited Warranty �.com or,location shown below for product or systems warranty Contact Warranty Department at warrantyCa�hen information. STATEMENT OF RESPONSIBILITY The technical and application information herein is based on the present state of ourbest scientific and prac#ical knowledge. As the information herein is of a general nature no assumption can be made as to a product's suitability for a particular use or application and no warranty as to its accuracy: reliability or completeness either expressed or implied is given other than those required by law. The user is responsible for checking the suitability. ` of products for their intended use. Henry Company data sheets are updated on a regular basis,it is'the user's responsibility to obtain and to confirm the most recent version. Information contained in this data sheet may change without notice. e Henry Company,9D9 N. Sepulveda,Ste. 650 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com v4Ww.henry.Com REV: 09/30/2010 a L;d OZZZ-tV6£-209 uoi;elnsul .ede0.:ld. eLZ:60 5L ZZ AeW 777 3 �U Most Widely Accepteo and e ICC-ES Evaluation Report ESR-3024 Issued august 1, 2010 This report is subject to in one year., www.ice-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International!Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE between 501F (10'C)and 75°F (241C). Component A has PROTECTION a shelf life of six months when stored in factory-sealed Section: 07 21 00—Thermal Insulation containers at temperatures between 65°F (18.5°C) and 85°F (29.5'C). The liquid components are supplied in REPORT HOLDER: 55-gallon(208 L)drums. HENRY COMPANY 3.2 Surface-burning Characteristics: 2270 CASTLE HARBOR PLACE The insulation has a flame-spread index of 25 or less and ONTARIO, CALIFORNIA 91761 a smoke-developed index of 450 or less when tested in (909)947-7224 accordance with ASTM E 84 at a maximum thickness of www.henrr.com 4 inches(102 mm). EVALUATON SUBJECT: Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches(305 mm)for ceiling cavities are recognized, based on testing in accordance with UBC Standard 26-3, PERMAX®RT-2045 SERIES SPRAY-APPLIED FOAM when covered with a minimum 112-inch-thick (12.7 mm) PLASTIC INSULATION gypsum installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table t. ■ 2009 International Residential Code(IRC) 3.4 Vapor Retarder: © The insulation has a vapor permeance of less than 1 perm ■ 2009 International Energy Conservation Code (IECC) z {6.7 x 10" ' kg /(m sPa)J; in accordance with ASTM E 96, ■ Other Codes(see Section 8.0) and qualifies,as Class 11 vapor retarder when applied at a Properties evaluated: minimum thickness of 1 inch (25.4 mm). ■ Surface-burning characteristics 3.5 Air Permeability: ■ Thermal resistance(R-values) The insulation, •-at a minimum thickness of 1 inch (25.4 mm), is considered air-impermeable in accordance ■ Water vapor transmission with Section R805.4 of the IRC_based based on testing in' ■ Air permeability accordance with ASTM E 283. 2.0 USES 4.0 INSTALLATION Permax0 RT-2045 series spray-applied foam plastic 4.1 �General: insulation is used as thermal insulating material . in Permaxa RT-2045 series insulation must be installed-in buildings of Type V-B (16C) construction, and in dwellings accordance with the manufacturer's published installation built under the IRC. The insulation is for use in°wall instructions and this report. A copy;of the manufacturer's cavities, floor/ceiling assemblies, or attics and crawl published installation instructions must be available at all spaces as described in Section 4.0. times on the jobsite during installation. 3.0 DESCRIPTION 4.2 Application: 3.1 General: The insulation is spray-applied at the jobsite using a Permaxe RT-2045 insulation is a two-component, closed volumetric positive displacement pump to combine the Part ' cell, semirigid insulation with a•nominal in-place density of A and Part B components at a one-to-one volume ratio,as 1.8 to 2.0 pcf (28.8 to 32 kglm3). The insulation is specified in the manufacturer's published installation produced in the field by combining an isocyanate instructions. The insulation is applied in passes having a component A with a resin component B in a one-to-one minimum thickness of 1/2 inch (12.7 mm) and a maximum volume ratio. Component B has a shelf life of six months thickness,of 2 inches (51 mm) per pass; up to the total when stored in Factory-sealed containers at temperatures thickness specified in.Section.3,2. The insulation passes it"GFS h'valiwrjon neports are nor rt,he crrmrrued as represrnruig aejrherics at-any orirer aru•rbntes not specif7-ally addr,sacd,nor are drey to at-crmm�red ., Q as an erdoremic.n of the.varnfect o'Ae rerwri ar a recnnrme»aonor fiu•as use.7'herr k nc wderao4v by San^ee,LLC.expracs at-;amplred as in a.oy finding or other.mvier w ikts repor4 or as to mrvpmchici covered b),8m report- Copyright C 2010 Page 1 of 3 9-d OZZZ-t,6£-909 uoltelnsul edeC Ilbr e8Z160 91, ZZ AeW • ESR-3024 1 Most lArldefy Accepted and Trusted Page 2 of 3 must be allowed to fully expand and cure for a minimum of 5.9 The Pact A and Part B components are produced in 15 minutes prior to application of an. additional pass. The Ontario; California, under a quality control program insulation must not be used in areas that have a maximum _with inspections by Quality Auditing Institute service temperature greater than that specified in the (AA-723), manufacturer's installation instructions.The insulation must 6.0 EVIDENCE SUBMITTED not be used in electrical outlets or junction boxes or in contact with rain, water (e.g., rain, condensation. ice, 6.1 Data in accordance with the 'ICC-ES Acceptance snow), or soil.The substrate must be free of moisture, frost Criteria for Spray-applied Foam Plastic Insulation or ice, loose scales, rust, oil, and grease or other surfaoe (AC377), dated June 2010. contaminants. The spray-applied foam insulation must be 6.2 Reports of room corner•tests in accordance with protected from weather during and after installation. UBC 26-3. 4.3 Thermal Barriers: 6.3 Reports of water vapor transmission tests in Permaxo' RT-2045 series insulation must be separated accordance with ASTM E 96. from the interior of the building by an approved thermal 6.,S Reports of air leakage testing in accordance with barrier of inch-thick (12.7 mm)gypsum wallboard or an ASTM E 283.. equivalent 15-minute thermal barrier complying with, and . installed in accordance with, 18C Section 2603.4 or IRC 7.0 IDENTIFICATION Sections R316.4,as applicable., e The Part A and Part B'components for Permax®RT-2045 4A Ignition Barriers: series insulation are packaged in 55-gallon (208 Q drums When installation is in attics and crawl spaces, where entry Ca labels with the report holder's name (Henry Company) is made only for service of utilities, the insulation must be Company) and address; the date of manufacture and the ` lot number; the product name (Permax' RT-2045 series); protected against ignition in,accordance with IBC Section 2603.4.1.E or IRC Section R316.5.c R316. as the installation instructions; the density; the flame-spread and smoke-developed indices; the name of the inspection applicable. agency (Quality -Auditing Institute); and the evaluation 5.0 CONDITIONS OF USE report number(ESR-3024). The Permax RT-2045 series spray-applied polyurethane 8.0 OTHER CODES foam plastic insulation described in this report complies In addition to the codes referenced in Section 1.Q the with, or is a suitable alternative to what is specified,in, products described in this report were evaluated for those codes listed in Section 1.0 of this report, subject to compliance with the requirements of the following codes: the following conditio'ts: 5.1 The insulation must be installed in accordance with ■ 2006 International Building Code (2006 IBC) the manufacturer's published installation instructions, ■ 2006 International Residential Code®(2006 IRC) this report and the applicable code. If there are any 0 2006 International Energy Conservation Code, (2606 conflicts between the manufacturer's published IECC) installation instructions and this report, this report governs. The products comply with the above-mentioned codes as described in Sections 2.0 through 7.0 of this report, with 5.2 The insulation has been evaluated only for interior the revisions noted below: use in Type V-B construction under the IBC, and • dwellings in accordance with the IRC. ■ Application with a Prescriptive Thermal Barrier: See Section 4.3, except the approved thermal barrier must 5.3 The thickness and density of the insulation must not be installed in accordance with Section R314.4 of the exceed what is set forth in Section 3.2. 2006 IRC; as applicable. SA Permax RT-2045 series insulation must be applied ■ Application with a Prescriptive Ignition Barrier: See by contractors authorized by Henry Company or by Section 4.4, except attics must be vented in accordance the Spray Polyurethane Foam Alliance (SPFA) for with Section 1203.2 of the 2006 IBC and crawl space installation of spray polyurethane foam installation. ventilation must be in accordance with Section 1203.3 of 5.5 The spray-applied foam insulation must be separated the 2006 IBC, as applicable. Additionally, an ignition from the building interior as described in Section 4.3 barrier must be installed in'accordance with Sections of this report R31453 or R314.5.4 of the 2006 IRC,as applicable. 5.6 Jobsite certification and labeling of the insulation must ■ Protection against Termites: See Section 5.7, except comply with IRC Sections N1161.4 and N1101.4.1 use of the insulation in areas where the probability of -and IECC Sections 303.1.1 and 303.1.1.2, asp termite infestation is 'very heavy" must be in applicable. accordance with,Sedion R320.5 of the 2006 IRC. 6.7 Use of insulation in areas where the probability of ■ Jobsite Certification'and Labeling: See Section 6.6, termite' infestation is 'very heavy" must be in except jobsite certification and labeling must comply accordance with IRC Section R318.4 or IBC Section: with Sections 102.1.1 and 102A.11, as applicable, of 2603.8. the 2006 IECC. 6'd OZZZ-VISC-809 uoitelnsuj edeo Ilb' e8Z160 9 t ZZ AeW: ,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 - Application # Health Division Date Issued ? /j Conservation Division Application Fee S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 141 b Sen 0-eit 'alA o Village Co i J = yNi\ XTaQ Owner JZV!1-1 AV_0 _TSbuJ zS Address S AWOL Telephone 50` - U51 .- �4 51 Permit Request 2emoyk 'need . ODD NMT OO QA SNlyle t r Zi SjRNM-ed �.n Lu Ivor, Ce1iT%,YiixA hvia icM\0 Com1)11 L JrA Ito 0:t!q Square feet: 1 st floor: existing proposed 2 n d floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Q7 .. Lot Size Grandfathered: ❑Yes ❑ No If yes, atta& supporting do80mentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin 's.Highway: C!,--Yes 0 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing -,new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �o)OM :jz-ns Telephone Number 56-77 57 Address Z QCUR1) 1i1�S �IL(�[�� License # C - 05' 1? Home Improvement Contractor# Email C0M CjRt-:T e,T Worker's Compensation # W C C 5-ba 5 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOvu��`� 14� SIGNATUR I DATE___ ^' °ago l_S_" FOR OFFICIAL USE ONLY < „APPLICATION# 4 -+ DATE ISSUED F "MAP%PARCEL NO. 3 ADDRESS VILLAGE OWNER DATE OF INSPECTION: ti FOUNDATIONa�3�a�s FRAME C®E)sm gl t-S INSULATION 5 z2.•'`.LIP FIREPLACE ELECTRICAL: ROUGH FINAL d .. (r PLUMBING: ROUGH FINAL •r GAS: ROUGH FINAL e FINAL BUILDING j �r7 r aS l) DATE-CLOSED OUT Z ASSOCIATION PLAN NO. f , tv� ., The Cbiz=amPnd&rf HaysachmsEft ffepr raf.��amb-i€I Accidmts 6a#Wm*h as S eat Bostm,MA 02 • wec-nu r��rrlict Workere CampeasatianIuaaance davit Seders} t actGrslElectricL-uns/Plumbers Applicant Infarmatian Please h� Name � ;�f;�„tfn�h�i��"rnS�'� Cu�:V'Q Vr\ dress Nn DIZ(�(� cayfstatltmp: o 6Z Phone9 C;b% Areya nit employer?Checkfm xpprupriafe bay.. T P� of -ect I I atII a Ia with 4- 0 Ia ge $I canizacLar audl .aa = �P egg-Iayees{ful�a4dfatg�* ��him�-tbes�b=co�s�s 6_ ❑New ❑ I am a stile propEletQr orpartneer- Iisted an the attached sheep. F_ ❑R=aadeli�g ship and have no=ploy]ees The--&sub-omtactors have 8_ ❑Demafifiaa waLking formE is any capacity emplayees and have WoIkMrs 4_ E-jf"I tng L'- addifion `6 Warkris' comp_ ,. acm mre comp-rncnra --, . 1 5_ ❑ We area corparafianand ifs 10-El Elec•Ecical repaim or additions 3_❑ I am a homem mrr doing Z work affirm hive eaerEmd their 1 f 0 Phimbing repairs or additions Myself [NO Wo=i='M23p- ii�•ofe mmptianperMGL 1 ' we haves no , ❑Roof in�rxFn_rg�ed_I-F 13_❑Cihez j employees_[No wo�es3' . M—p-In-M—ce re pne&l �BnyanpxsafthatcherksbartlmnstalsofiIloBttth=secfioubr7nwchrte�rihestvo:Itets�coamessstiaupapic3 anf Sameown�s vc�r,>�L-nzt 3iis soda V u;,�;r-+;=��y aye toms=II;-,•�-_,�the h�-e arlsi�coutr�rmcs�st snI�it a near a�dsrit m^'�s� tCo-�cmts thst check this box mast stiadued sa XrMifi=0 sheer show;the n=-z of die sgb texa s anti state whether acnot those erplayees. If the cab-canimdms hmre empI05ees;they nmst pzo4ide the r WrIber'camp.p DRC3,number I tam arrzpIvyer fhrrtis prfnidiag tt?orBeers'r-ortrpg� ian iresz�rrcrEcs far rrz} etsp�fryecs. �eiat> rs fFtegaBc}raid jab sets zrfarx�Q£iatL . Insurance Company Name: 8C 'crN-0 .nsj ea-5 1bfic7;g or Self ins_Lic-;-�`_W CG 5 00 FxpiratianDate: I a\� Attach a API"of the M-Grkers'compeusafion policy dedarat Gn page-(showing the policy iTamber artd ration date): Failure to secare coverage as retluiredvnder Secfiaar S of IGL c 152 can lead to ihE iraP rm of Cr7S1IS1Ial penalEies of$ ffne up to S'L.500.00 and/or one-years as well as cazil gullies in ffie fb,,m of a STOP WORK ORDEP,and a Hne� of up to S-350-00 a day against the vialatar_ Be advised that a copy of tins state tmt maybe forwarded to fhe Office of Is3regttatiom of ffie DIA far inertt m cacemge vetfc adon_ I do Faereby CeAq render the ad e aWas r fperyuty f iatfhe is kus tmd correct IF Pbr}ue d;� Cff cie Luc ally. Do-:rat tf'tihr is ffus area,to be compleW by c]D�P ar tatf a of ciaL City or Town Per rsitu cerise 9 Isss t�ufho-ritg{m cIe uney . LBo2r3efHealth 2.BmIffngDeparfm-ent I aft 2'FuwuO=k 4.PIectHcalb¢spector 5.PhmnbmgFsspector �.Other Confac t P=u= Plane . � 6 Ivrtassachmcf s Gi ,amal Laws chapter 152 requires all employers to provide workers'compensafoa far their ezVlayf--M Pursam3tto this statzste,an errip£ffpac is defined as"__eve y person iu the Service of another under any contract oflure; express or iu lied, oral orwritb=-�" . An e Fryer is defraed as'an individual,parfiiea ,association,cazporalion or otiier Iegal mfify, or my two or mare ofthe foregoing engaged m-alamt enterpIIse,and mclndmgtbe legal representatives of a deceased employer, or the receives or trustee of an individual,partaeuchip,association or other legal entity, employing employees. However the owner of a d:-ellmg house having not more than three apartments and who resides therein or the occupant of the - dwelling house of another who=Floys persons to do maintenance, constriction or repair work on such dwelling house or on tht grounds or budding appurtenant thereto shall not because of such employment be deemed to be-an employer." NICTL chapter 152, §25C(t7 also stags ti�t'every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a bnsiness or to construct buildings in the comet on r-alth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.' Additionally, MGL chapter 152, §25C(7)stains Neitbes the commonwealth nor any of its political subdivisions shall enter into arty contract for the perfomm n ce of public work until acceptable evidence of compliance vgto.the in smance requirements of this chapter have been presented to the contracting authority.' Applicants Please-EII out the wormers' compensation affidavit completely,by checking the boxes that apply to your sitztion and,if necessary,supply sub-contractnr(s)name(S), addresses) �d phone mnuber(s)along with their cerd-Ecaie(s) of insurance. Limited Liability Companies(LLC) or Limi Liabrlity Partnerships j-LP)-,A t no employees other than the members or partners,are not required to carry workers' compensation insurance: If as LLC or LLP does have employees;a policy is required Re.advised that iris affidavit may be submitted to the Department of Indusdial Accidents for confirmation of1ns=ce Coverage. Also be sure to sign and date the affidavit Tire affidavit should be,ret am d to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regard=mg the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-in=nce Iicense number on the appropriate line. City or Town Officials Please be sure fhat the affidavit is complet.t andpii> d leglIT The Department has provided a space at the bottom of the affidavit for you to fill out in the event the'Offic,of Invesiig t ons has to contact you regarding the applicant Please be sure tv fill in the permit/license number which will.be used as a reference number. In addition,an applicant that must submit multiple pemitllioense application's m any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write'all locations in (city or town)."A copy of the affidavit that has been officially stirped or marked by the city or town may be provided to the applicant as proof that a valid a.ffida7,Zt is on isle for future permits or licenses_ A new affidavit must be i Iled out each year.where a home owner or citizen is obtain> g"a license or permit not related.tD any business or.commercial Venture (Lt. a dog license or permit to burn leaves et.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advmce for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. ` lh!z CoMManWala of Massachu s Degai�c�at of Tnd. al A( ai euts Bin,IAA G2I I I Te�L,-'6I 7-727-49-�O ext 4-46 4r I-977-hL4-StS-A= . . R A 617-727-'74, Revised 4-24-07 w , gam dla Client#:20662 2COASTALCU ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE /DDIYYYY) /21/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHON E� x (FAX, :508 775-1620 vc No): 5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:National Grange Mutual Insuranc INSURED Coastal Custom Woodworks, LLC INSURER B:Associated Employers Insurance P.O.BOX 102 INSURER c Sagamore Beach, MA 02562 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY- REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY MP052143 3/22/2014 03/22/2015 EACH OCCURRENCE $2 000 000 X COMMERCIAL GENERAL LIABILITY PAREMISES Ea o"cu rD nce $50O 000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $2,000,000 GENERALAGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $4,000,000 POLICY PRO LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050114952014A 11/13/2014 11/13/201 X WORYTLIMIT OERTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/-I E.L.EACH ACCIDENT $500 OOO OFFICERIMEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 t DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn: Bldg.Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S144542/M144541 CBD De artment of Public Safety Massachusetts - P Board of Building Regulations and Standards Construction Superl'isor License: CS-051311 4. 'YREODORE S p0>'1EROY'. • PO BOX 102 - 02� , ,Sagamore Beach MA 1 Expiration 02/1512015 Commissioner License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR Type Office of Consumer Affairs and Business Regulation gistration 150297 10 Park Plaza-Suite 5170 xpiration: 312312016 t Ltd Liability.Corpor Boston,MA 02116 COASTAL CUSTOM WOODWORKS LLC THEODORE POMEROY , 2 OCEAN PINES DR ~r// �• i� SAGAMORE BEACH,MA 02562 Undersecretary Not valid without signature` j /T /9 r LOT �r s�ol 24 / L LOT ; t ti� 22 `� -HSE._ O 71 LOT -7- 42 1 •c�j��s, .D� LOT 41 5' ZONE' "RF" This MORTGAGE INSPECTION plan is For „ „ FLOOD ZONE.- C WN; __C0=T_L Bank Use Only REGISTRY OWNER: ALGIMANTAS ✓ & �IRGINIA NORKEITICIUS ,T REF: �T�IQ 2 _BUYER: _ARTKQMAS IFr E R& s1 LA �dR � ,TE: 12 2,�3— — PLAN REF: 36319 C _ SCALE:1 = 40_—_FT. EREBY CERTIFY TO L'� O�j�'jp1�TG1�� _�Q�_ � -- ___THAT THE BUILDING JH OF Ifq YANKEE SURVEY )WN ON THIS PLAN IS LOCATED ON THE GROUND AS ssq )WN AND THAT ITS POSITION DOES —_-- CONFORM `�: :` PAUL �� CONSULTANTS THE ZONING LAW SETBACK REQUIREMENTS OF THE t,�EP A. y 40B (SUITE 1) rIV OF BARNSTABLE __AND THAT -1-';= , No. 32098 INDUSTRY ROAD - )OES_ NOT _ ----------- LIE WITHIN THE SPECIAL FLOOD HAZARD :`';'f^�QF6�c�ER�p ,4i° MARSTONS MILLS, `MA. 02648 A AS SHOWN ON THE H.U.D. MAP DATED_�V_z __ �,,, see TEL. 428-0055 u it — a el ,250001 0018 D 4f i r.Ma FAX: 420-5553 THIS PLAN NOT MADE FROM AN INSTRUMENT UL A, ME ITH PLS -�_-- QifnI?_J .,, _ __ - r �TME T Town of Barnstable Regulatory Services BAR9BM MAS& Richard V.Scali,Director 2.639. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Rc,MAOV as Owner of the subject property, hereby authorize rcoboe S ,��' e2p� to act on.mybehalf, . in all matters relative to work authorized bythis building permit application for: (Address of rob) 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. gnature of Owner Signature of Applicant Print Name Print Name a C> D e Q:FORMS:O WNERPERMISSI0NPOOLS Town of Barnstable RegWatory Services ��zxe rosyL Richard V.Scali,Director f Building.Division 9'AR' ABM Tom Perry,Building Commissioner MA&=639- � 200 Main Street; Hyannis,MA 02601 QED www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION • P[easePrint DATE: _. JOB LOCATION: number street village "HOMEOWNER": name home phone 9 work phone 7 CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- 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 vrith the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies thaAe/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-famil dwellings containing 35 000 cubic feet or larger e Y g g g r will b required to comply with the State Building Code P g Section 127.0 Construction Control.* r HOMEOWNER'S EXEMPTION The Code states tliat: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a persou(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.1S) 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 formicertification for use in your community. Q:\WPFILES\FORMS\building permit fbrms\EXPRESS.doc Revised 061313 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M /A�C(, �� I j L DATA yes-,Tue plan review Current Use 7Proposed Use DER INFORMATION Name--4, J L- cc��wS �� Telephone Number ^~Address/G` Ecs e A C 67 c-c. ,r Ae- License# J Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE /-)- ,/ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 /Parcel ! Application# 2 0 0"go Health Division Conservation Division _ Permit# Tax Collector Date Issued 17 la, Treasurer Application.Fee Planning Dept. r Permit Fee 000 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis `V Project Street Address V`Sct* Li l Village Owner�orn ( _,AfYz&.e Address f01 F.'w )-o O. r F' Telephone !2DI `?9 q0 n, Permit Request ,bx 1 q `\ l.4 J. Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio_r�D U(4 `` Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other 4 " Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) j Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing Xnew size 1 Other: Zoning Board of Appeals Authorization ❑ Appeal-,# Recorded❑- Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATIO ame a�bcr/ t� � r�d� c.4`�Telepho a Number nCz '6 c8b--Za-,6b 'Address 2 �CAn�� License# 0I 'S75CD! Home Improvement Contractor# / 32_9 31� y Worker's Compensation# k)C 8QU73C0 y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 2_5-9 C�v-eery �)OC _ ' Lo 2 �S SIGNATURE DAT �� I —O IL.y !�E FOR OFFICIAL USE ONLY r e � ' PERMIT NO. DATE ISSUED MAP/PARCEL NO. - t ADDRESS V ILCAGE OWNER _ DATE OF INSPECTION: FOUNDATION r11il �° Q ( � FRAME INSULATION , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN'NO. , M °FINE ram.. Town of Barnstable Regulatory Services � ASS.STABLE� Thomas F.Geiler,Director s 6;q. �p 1p 39 & Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fdx: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW , SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 0X 1 Z Estimated Cost 9 Address of Work: Owner's Name: pf`-�l b-x-rc2,�e- Date of Application: l " 2- 61 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ,Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Signature Registration No. OR Date Owne`sue'ignature Q:wpfiles.forms:homeaffidav Rev: 060606 r . ✓ �\ l/tG a.+Vltsn�wariaµrai• vJ u.wuu..............-. Department oflndustrialAccidents _1 Office of Investigations 600 Washington Street Boston,MA 02111 y www.mass.gov/dia Workers' CompensationInsurance Affidavit; Builders/Contractors/lEIectricians/Pluxrabers Applicant Information Please Print Legibly Name (Business/ora nization/Indivi.dual); Address: i Se-/t t•o C,v 01/11 City/State/Zip: Ca g,,7— Z& 3 ' . Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(fall and/or part-time).* have hired the sub-contractors listed on the attached sheet$ ❑ Remodeling 2.❑ I am a sole proprietor or pa'sier= • ship and have no employees These sub-contractors have 8: ❑ Demolition - working for me in any capacity. workers' comp,insurance. 9. ❑ Building addition (No workers' Comp.insurance 5. ❑ We are a corporation and its , 10❑ Electrical repairs-or additions required.] officers have exercised their 3 'C71 I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other . comp,msurance required.] *Any applicant that checks box#1 must also fin out the section below showing their workers'ccuVensation policy information:' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such lContractrss thetcheck.this boa must attached an additional sheet showing the name of the sub-contriators and their workers'comp.policy infozrnativn. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance CoW any Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).. Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250,00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do h reby cern fy under the ins and pen Ities of perjury that the information provided above is true and correct ature:�7Date: Phone Official use only. Do not write in this area,to be completed by city or town gfficid City or Town: Permit/License# Issuing Authority (circle one): 1.Boarrd of Health 2.Building Department 3.Cky/Town Clerk 4.Electricai Inspector,5..Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions : Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract ofhiie, express or implied, oral or written." An employer is defined as "an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the . receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or.on the grounds Or building appurtenant thereto shall not because of such employmentbe deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of alicense.or permit to operate a business or to construct buildings In the commonwealth for any applicant who has not produced acceptable evidence of compliance with the Insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commomveal8n nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of con:�pliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation;affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an I:LC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial . Accidents for confirmation of mSllrance coverage. Also be sure to sign and date the affidavit. The-affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compeus6m policy,please call the Department at the number listed below. Self-insured conrpames should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of$ne affidavit for you to fill out in the event the Office of Investigations has to contactyou regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant thatunnst submit multiple permit4icense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that•a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e,a dog license or permit to bum leaves etc.)said person is NOT required to complete this afindavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. Tl a Department's address,telephone and fax mrnber: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406*or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www,mass.gov/eia t FRAMING: f (Full Dimension Pine) PUNTEOR CHAT LOFT • 2"x 4"Rafters@ 2'on centers (2x6 for 12''shed widths) WOOD PRODUCTS POST and BEAM SHED • 2"x 4"Loft Joists @ 4'on centers Its all about the wood"'' (2x6 for i2'shed widths) • 4"x 4"Top Plate Beams • 4"x 4"Center Support Posts "` • 4"x 5"Cornet Posts are 6'1"tall f f w" • 3"x 4"Corner Braces • 2"x 4"Wall Purlins 1. • 2"x 4"Door and Window frames •RIM 5/8"CDX plywood flooring (Pressure Treated is optional) -'F h :- • 2"x 6"PT Floor Joists @ 16"o.c. ! -3' Ux8 PT for 12'shed widths) • Rough Pine Trim(primed pine or red cedar is optional) • 8"x 8"Aluminum Louver Vents e 4 � � • Standard Board and Batten Siding — clapboards or white cedar shingles are optional . ROOFING: • 5/8"CDX roof sheathing Choice of shingles and colors • FREE Pressure Treated Ramp Y' NOTES: .......:. . • Stock and Custom doors and windows are available • Concrete Block or optional Sonotube footings are available With a roof pitch of zo/rz,and including a 4 foot storage loft, this is the perfect style for the `pack rat". The loft provides storage space for small and seasonal items such as beach chairs and hoses, while maintaining optimal wall and floor space. This design adds New England character"! r Town of Barnstable Op THE T � Regulatory Services 3APSSZABLE, » Thomas F.Geiler,Director 9 MASS. 1639• &N Building Division TFn � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 7/2 JOB LOCATION: i !) 1 SL'dt �✓ r� • Crd '��i t number a street village name home phone# work phone# CURRENT MAILING ADDRESS:_(O 1 L r S ei1 Dr C�a'-U rr- MCA" 0��3� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as . supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one of two-familydwelling,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 /r7ir=nts. S�Vlature of Homed er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use.this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forni/certification for use in your community. .Q:forms:homeexempt � I 1 I I . I LOT -Q _ LOT 24 E10 LOT 22 moo, 5,6je � - -- ti LOT 42 �b LOT 41 ly ' " This MORTGAGE INSPECTION Plan is For FLOOD ZONE' "C" .,5. ZONE' RF Bank Use On1 �4IIT — REGISTRY OWNER: ALGIMANTAS J. & VIRGINIA NORKEVICIUS AWN: TEED REF: ATE _1Q3,,�2� — _-BUYER: �A�TK2MAS-�AR&ABEE--JR,-� S1i�Ro�'L R6R � ATE: 12 2193 _ — PLAN REF: 36319 C _ _SCALE:1"= 40'__FT. HEREBY CERTIFY TO PLY��ITH_ 9 �'G�1� '�Q�_IN_E YANKEE SURVEY __ _ _____________________THAT THE BUILDING ��a`�H OF ��qss : ,,� 9iy CONSULTANTS HOWN ON THIS PLAN IS LOCATED ON THE GROUND AS :. PAUL 40B (SUITE 1) SHOWN AND THAT ITS POSITION DOES _-_- CONFORM .' ' A. ' MERITHEW TO, THE ZONING LAW SETBACK REQUIREMENTS OF THE ` '! N0. 32098 INDUSTRY ROAD - TOWN OF BARNSTABLE------------- THAT a`\ � MARSTONIS MILLS, 'MA. 02648 IT DOES— NOT _ .LIE WITHIN THE SPECIAL FLOOD HAZARD f�''F;!cIi - 2,� TEL: 428-0055 AREA AS SHOWN ON THE H.U.D, MAP DATED -- -�� i i�� FAX: 420-5553 -o u it a e l 250001 0018 D 7. �. THIS PLAN NOT MADE FROM AN INSTRUMENT 13450 DPG PAUL A. M—E2ITH PLS SURVEY NOT TO BE USED FOR FENCES ETC. Town of Barnstable Regulatory Services Thomas F.Geiler,Director MAM . Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner:- �A �2�� Map/Parcel: d Project Address LO( R2w4jet- Builder: de c� The following items were noted on reviewing: Sc�iU O re-c' E r Reviewed by: Date: Q:Forms:Plnrvw TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parc I Application �a Z Health Division Date Issued o Conservation Division Application FW Planning Dept. Permit Fee LO�O Date Definitive Plan Approved by Planning Board Historic.- OKH Preservation/ Hyannis Project Street Address 1 oWeZ l.y Village 1 Owner 121S'.Ahn 'bow c.S Address.lot E \ter ko� �u►�1 Telephone (Al- 0 C_d :D O - G 61 1116!) Permit Request �omM iNk-.. 3sA!e mar\-T- r31 m1w,h� j2 . ate NIfSL\m �;Gg '(�Z��et�`�iz�l tk9(9Oc UJQVYAu�,(.911 n , 141 Square feet: 1 st floor: existing 10 6q proposed 2nd floor: existing Laoi proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio i Q' Construction Type oor Lot Size Sq 2 'S F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family S' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Vlo On Old King's Highway: ❑Yes U40 Basement Type: Full ❑ Crawl ❑Walkout ❑ Other 0 Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) /O& Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing La new First Floor Room Count Heat Type and Fuel: R Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 14 Fireplaces: Existing '✓/New Existing wood/coal stove: ❑Yes 3No Detached garage: ❑3/existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: C/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes C/No If yes, site plan review# ' Current Use Res iAryn P�:L Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameCOPrsTN,_ C�-Tom � ,woiz\r�-, L(,C . Telephone Number gblg_ Address3ba� 10A License # 3 1 ' 4SN6?k- Qz4 4 6C�A. M Ik 0as6l_ Home Improvement Contractor# 1�0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1_2>r)Q1Zh4 SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME d `�---INSULATION /"!�s ®� lam-' !o FIREPLACE j ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING <o DATE CLOSED OUT ASSOCIATION PLAN NO.- r Town of Barnstable Regulatory Ser)ftes r axsrA�r� =. Thomas )F. Geiler,Director Building Division r�o►,v- Thomas Perry, CBO,Building COkwj-issioner 200 Main str6et, Hyannis,MA- 02601 www.to.vn.barn table.ma.us • r Fax: 508-790-6230 Offices 508-862-4038 PLAN R EVEEW . Aer# 20 1 V 00 2�3 o WES 'IF r Map/Parcel: 039 o Owner: Project Address lb ��5e�ww"r Builder: Crt- The following items were noted on reviewing: Revrie`wed by. Za - Date: - j p The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street °t Boston,MA 02111 yy www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): crNgrh(_ Address:_y� 7'-'j 10a City/State/Zip: ` N one #: SO 9 AFyl an employer?Check the appropriate box: % Type of project(required): 1. m a employer with 7- 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. 1. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp: insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.�Otherg ,�� Z�.�^lJTY� comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Czl)T-�'�Q Policy#or Self-ins. Lic.#: C bii C 76 S Expiration Date: Do t.o -o Job Site Address: �Q enhfolxn City/State/Zip: tT M 0 os S Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: Phone 6- Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract.of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwellinghouse of another who employs ersons to d p o maintenance,construction or repair work on such dwelling house P g or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public,work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." i Applicants 1 Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax # 617-727-7749 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFVICICIENCV FOR. ONE, AND TWO-FAMILY DETACHED RESIDENTIAL*CONSTRUCTION (780 CMR 61.00) Applicant Naive: �eY2� .��IZ� Site Address: JQ+ E��N�lowect �i2, print Town: Cc r Applicant Phone: Applicant Signature: Date of Application: 1'�3—POt'O NEW CONSTRUCTION: choose ONE of the following two'o tions 780 CNIR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-,AND TWO-FAMILY BUILDINGS MA MAUM MIZ0V1W Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor. Perimeter AFUE U-factor floors R Value R-Vale wall R Value R Value HSPF SE RNalue and Depth National Appliance Energy 3 5 R-3 8 R 19 R-19 R-10 R-10, Conscrvation Act(NAECA) 4 ft.• 1997 as amcnded,minimums cater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Op.tibn 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http://www.encrgycDdcs.gov/rrschwk/ A�DDY`� ONS'OR S.TO EXISTINGTTLLbZNGS�O VEi2 5 FEARS OLD* *buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals `Formula: (100 x b_a.) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing js<40%.use the chart below. • If gla±ing is> 40 %pr6ceid to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO E)[STING LOW.-RISE RESIDENTIAL BUILDINGS MA XUAUM _ MINIMUM Fenestration Ceiling and all Floor Basement Wall Slab Perime,a Exposed floors R Value R-Value U-factor rivalue R-value R-Value and Depth ' .3� R-37 a R-13• R-19 R-10 R-10, 4 fee a R-30 ceiling insulation may be used in place of R-37 if thtin&uhrrion achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total �.' glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. a 'o Form found in Appendix 120,P er I�ior tc n F Note: owner to fill but Consumer m N o w Workers' Compensation and Employer's Liability Policy GUARDNorGUARD Insurance Company - A Stock Company INSURANCE Policy Number COWCO25688 ''i Renewal of NEW tGROUP NCCI No.[25844] Policy Information Page [1] Named Insured and Mailing Address Agency COASTAL CUSTOM WOODWORKS, LLC DOWLING &O'NEIL INS AGY P.O. Box 102 973 Iyannough Road Sagamore Beach, MA 02562 P..O. Box 1990 Hyannis, MA 02601 Agency Code:. MADOWL10 Federal Employer's ID 20-3195583 Insured is Limited Liability Corp (LLC) Locations on Policy (L2) 2 Ocean Pines Dr. , Sagamore Beach, MA 02562 (11/13/2009 - 11/13/2010) 12] Policy Period From November 13, 2009 to November 13, 2010, 12:01 AM, standard time at the insured's mailing address. [3] Coverage A. Workers' Compensation Insurance - Part One of this policy applies to the Workers' Compensation Law of the following states: Massachusetts B. Employer's Liability Insurance - Part Two of this policy applies to work in each of the states Listed in item [3]A. The Limits of our liability under Part Two are: Bodily Injury by Accident- each accident $500,000 Bodily Injury by Disease - each employee $500,000 Bodily Injury by Disease - policy limit $500,000 C. Other States Insurance - Part Three of this policy applies to all states, except any state listed in item [3]A. and the states of North Dakota, Ohio, Washington, and Wyoming. D. .This policy includes these endorsements and schedules: See Extension of Information Page - Schedule of Forms [4] Premium The Premium Basis and, therefore, the premium will be determined by our Manual of Rules, Classifications, Rates, and Rating Plans. All required information is subject to verification and change by audit. (Continued on another page) Total Estimated Policy Premium $ 3,219k'% Total Surcharges/Assessments $ Total Estimated Cost $ 3,435,, INTERNAL USE GT Page - 1 Information Page MGA : COWCO25688 WC 000001A Date : 11/24/2009 MANOTE 16 South River Street•P.O. Box A-H•Wilkes-Barre, PA 18703-0020•www.guard.com 71. �✓t 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 150297 One Ashburton Place Rm 1301 Expiration 9123/2010 Tr# 263437 } r.. Boston,Ma.02108 ar, Type Ltd:L'iability Corpor COASTAL CUSTOM WOODWORKS LLC THEODORE POMEROY /; 2 OCEAN PINES SAGAMORE BEACH,MA"02562 Administrator Not valid without signature �i tssachusetts- Dcjru-tMent Of Public Sufch Ba.u'd of Buildut!, �, Re�ula[iuns and Starltl.11-,Construction Su)3erVisor License License: Cs 51311 Restricted to:,.00 THEODORE S POMEROY4 PO BOX 102 ,t SAGAMORE BEACH, MA 02562 � (',mniisinner Expiration: 2/15/2011 Tr#: 10841 K EVE, Town of Barnstable Regulatory Services ' R^MEMAIILE, ' Thomas F. Geiler,Director F�A. 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 Property Owner Must Complete and Sign This Section If Using A Builder X G�� Z', �� S , as Owner of the subject property hereby authorize �� p�' U to act on my behalf, in all matters relative to work authorized bythis building permit application for. 6a, D/� �f—c>-ij—U I 1— 1% , (Address of Job) LS Signa e of Owner. Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q:FOR MS:OWNERPERMISSION Town of Barnstable Regulatory Services w Thomas F. Geiler,Director + snartsTeBr.E, , t""-9& Building Division plfD �A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": work hone# name home phone# p CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. — DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-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 under signed ned"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 contairling 35,000 cubic feet or larger•will be'required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall beexempt 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." that they are assuming the responsibilities of a supervisor(see Appendix Q, Many homeowners who use this exemption are unaware 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 fomr/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC COASTAL CUSTOM WOODWORKS, LLC D PAN5 3EAtcvv P.O. BOX 1 02 • SAGAMORE BEACH, MA 02562 • PHONE: 50B.BBB.2921 .. . y .. #yt� .i. _ .,.-t.w �'�l. ...,. .:.w. M .-,r.• .r:.. _ n :t•.y.- �la�#� '� ._v .1: .n r; ...t .`.�„-�W ..-w'-Q-- 3' .., I SJ•.9•' t,,,v.+.s.'-'+w- y, ,.t... •w . � v. h" 'iµ-'W:�:'y.�..iw."".' - • - _.. `OFTHE'°w� Town of Barnstable BARNSTABLE. • Regulatory Services 9 MASS.t679. ,,0� Building Division r,7.. .. p1ED MPS A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection `- P Location [ Yt Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. / v The following items need correcting: /3cock/41r- 'Wz-6 J4;- �7�i�2//E7(r S '/WC /e&0-XA- <- Please call: 508-862-4W'81or re-inspection Inspected by Date i! k �OFIKE Towti Town of Barnstable *Permit# fd 3140 Expires 6 months from issue date ,ARNSUBM : Regulatory Services Fee ° Q nsass. 9cb 1639... `0$ Thomas F.Geiler,Director . ATED1Y1P�`� Building Division Tom Perry, Building Commissioner X-PRESS PERMIT 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 - J U L 2 4. 2002 Fax: 508-790-6230 �-n EXPRESS PERAUT APPLICATION - RESIDENTLIRMF BARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number ©JY09 j LoY 9 Z L C,2L,?4 li Property Address L ,,S5e u 6 6 l t;e te D2 , TU I l [Residential Value of Work A'.goz. Owner's Name&Address 1_,4,ex,46,6,g Contractor's Name U2QJ C �D �� 'Telephone Number Home Improvement Contractor License#(if applicable) ! ® 2 7 5 Construction Supervisor's License#(if applicable) 0,5- 73Lra ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [V]�ave Worker's Compensation Insurance Insurance Company Name •$ 00 Workman's Comp.Policy# Permit Request(check box) 1 [�Re-roof(stripping old shingles) All construction debris will be taken to A41,4AIT/CAS/�C ❑Re-roof(not stripping. Going over existing layers of-r000 ❑ Re-side replacement Windows. U-Value > (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Revised121901 '�orTM�r TOWN OF BARNSTABLE Permit No. ____28025 Building Inspector { Lurr�n Cash _ ,6)9. `ram VAI( OCCUPANCY PERMIT Bond ______ Issued to William C. Brown Address Lot 22, 101 Eisenhower Drive, Cotuit Wiring Inspector /^ J ',�fa-• / Inspection date Plumbing Inspector Inspection date / d Gas Inspector f Inspection date t,J � Engineering Department r/ �' Inspection date f ;/ Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ............1j1:: ::..........._� , 19......._._ ...... .............. ......._....................................._._ Building Inspector t I i '� ��,�` °•,ew TOWN OF BARNSTABLE BUILDING DEPARTMENT Z D6837T : TOWN OFFICE BUILDING . 7 MqL i639. � HYANNIS, MASS. 02601 �OIUY6 1OP/10 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit `has been- issued .for the building authorized by Building Permit . ....».................».. _. ».: » ....:.. issued .to .................................... »...»........»»»....»».»».»..»..»..»»».»»»..:».»..»»»..». Please release the performance bond.%2 DONALD F. HENDERSON, P. C. _ ATTORNEY AT LAW, - 775 MAIN STREET HYANNIS.. MA55ACHUSETTS 02601 517-77S-IS04 • PLEASE REFER TO FILE June 13, 1985 NO. Mr. Joseph DaLuz Building Inspector Town of Barnstable Hyannis, Massachusetts 02601 Re: Lots 15 & 22, Eisenhower Drive, Cotuit Dear Joe: I examined the title to the above lots in connection with a mortgage to Sentry Federal Savings Bank. One lot is on the East side of Eisenhower Drive and the other is on the West side of that road. Both are now owned by William and Linda Brown. After checking the records in the Barnstable County Registry of Deeds, in connection with the mortgage, I was satisfied that as of 1979, each lot went into ownership separate from any adjoining land and that since this was within the seven year protective period granted by statute, the lots remain buildable. Very truly yours, DONALD F. E#DERSO/' P.c. i `Donald F. Henderson DFH:djp i Lot Lot ?3 v 20 ~� 1-6'xb.', I-it 40. a 11/2 r 'tone - -*- T , -2n? St r j Lot _ Q Drive' ` _1 nl - 54 .1 m la- a — a s� 1v� "o O N X�N �1 X) w ., _ 4 7 Lot. 22. . Z i 3zo 19 22!,U42` .F. B M. 37.0 0. zi Top liy z as 28 9 a 773 7T.3 L N F' h Fd Date ROIL N� �GL StJne ; �� ; 1 4° Haro:.t�r Ra-ad f 1 TT + '� r S 1 fil r r T'.' , r'1 i Ly, nnis, MA, 02,001. .i ..Sr1:TCn r.I.11N 'O -LAND IN..' Ct�TUI o,r ,., � 1.larri Brdv�n- :Be1n of 22 Eisenha��er D,rlvo as shown j -.ori-L:and -C)ll urt' -o an'-' 1� Elevatio-r s` -`shoran are. ari ar assumed datum. --------- ------- -- ------ : : Date : ; - Agent} Barnstable `oard. a;friF= t Y 39'8'�+ S ' ode i.?/I1/64 ;it . ;toll Gifford `40 �ia.ter dncduritered erc. r-�te 2 :din ` per �1' , 1 , LOP 1rTF�Al.. { 43 TUPE ON THE ;,iedi�r HE PY.LAWS OF THE Ti OWN to tour S send �- aONERS y CONERY y No. 6513 ,p No. 02. C14T, `mow FOrST 116.2 �'SrONA1.�� orb Assessor's map and lot'number i o-r.z .. T E gS !4 � Sewage Permit number ....... ...............................:......::.......• Z 33A"STAMLE, i # House number �o3-PT C �s �..Sd../..:................. ��a7l�Q�E""y�1 Oyyr fN6��Yg �p�yy /ty g q tJ T �.9�p,O��E 0 3 9• �5 A�L&.5..� I9'A Ci.Ai'it"rI.pC:. �MpYa\e TOWN ,O.F - BARN:, r TOWN rep UL,,a,TjC,,t:,- ,. BUILDING. INSPECTOR /2- APPLICATION FOR PERMIT TO I7 C �i .�.: �rlc{�... .)... ��.... C l �.� ...d.l:af�.a.�I.f�. 4 q.. TYPE OF CONSTRUCTION ..................... :: .....::.................................................................. ....,` ............19.. ? TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. i. n..hpt��:er...... ?r1.y ... #�:1. ma ,.................... .�:.�................ l. .(... L a ( . ProposedUse .4��. ^^.lei.:....(IN IV �k.��.��..................................`.............................................I......................... Zoning District ... .r..............................................................Fire District ......(J..rl�� .......... ................................................ Name of Owner ..Wi.1) :.... i ::::"::: ............Address ..4. ...PL.dn:Qm...AVe........ . C1 od............. Name of Builder ...........��...�:....✓��.:..................Address ...17-�...f..wIn ...�Yc. �lv1f Name of Architect ...'N6)..0.......................................:.........Address .............................................:. Number of Rooms ..: .................. .......... ..............Foundation IQ.....po .concee...................... Exlerior ....Cl�.bl Roofing M.P..h9d.f.............................................I............. Floors ..a d .........................................Interior .... P c .rzck................................................... Heating.. GiA...[..1 -.!C1.....rl..l�{..QI......................Plumbing .r�..:��....! d.asho..ao.(i1...copper.— ( . Fireplace .a...Aue.......� -r 6-c&..............................Approximate Cost ...70 .0.Q.Q............................................... Definitive Plan Approved by Planning Board _ 7-------19 7�?_. Area l.Q .:. 4 A!Yk Diagram bf Lot and Building with Dimensions Fee .... .. ECT TO APPROVAL OF BOARD OF HEALTH i `v L at . ly OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town a regarding the above construction. Name .......................................................-....:....... Construction Supervisor's License ©, ..B.C.Ba......... BROWN, WILLIAM C. No ..28025.... Permit for ...1�2- story ........... ................................. ........Single iy-pwqq-4P9...................... Location JPt-22 ......1.01.E.i.senhower...Drive . . .. .. . ................. ........ .................... .............................................. Owner William Q............Brown ................................... Type of Construction .....Fga ........................... 7 ............................................................................... Plot ......................... Lot'.:................ X Permit Granted ..i,,j.June 14 :-19 85 -F ..................... ...... Date of Inspection Date Completed ........./ 7.0.0.........19 Assessor's map and lot number 4:;� ..4G... oT1 i J.... . �/�'",P 3� Gaol .✓ ��,2..A THE TC � Sewage Permit number ........................................................ � V ........................ _ BAHH9TODLE, i House number ........................,....... ............... 9�c rb 9. mxf TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO !jl ?�> t(,IC . CA..�;;?�"l t� :JJ!a t.!,�'-....1-ICY;d.tj....;Jl,l,,(,,�.�,�?t ho ....... TYPE OF CONSTRUCTION . 'Z ... Y_r'A.C1 p. ......................................................................................r......... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..E�t ? 7E'(r..1 '? ... � :. -'....... :r> �,7,1..1 !.:.:.Q:.................................................... ................................... .... + t Proposed Use Vt t ;C I e, t I .......... �.I,f Zoning District ...........Fire Distract LL 3i ....................................... .......!..l.l................................................................. W�J (,� r� ty ! ,Name of Owner !.h0( ........:.....t�il�U .....................Address A!�! ; .).(,��'�Y I t'`1Ae' .....(.C,) r{..}d.............. Name of Builder Wdli.at ...(C :....................Address ... r1��7„ 'l!„,l)( �, ,r?oc.........`/-C.!.�)? f .............. Name of Architect ........'...`' 14►(C�>.. ..................................................Address ...Un.1��..................................................................... Number of Rooms ... .7........ .......Foundations! .. �, I:gl.. i ,ft t( :!�_ �-....................... ? Exterior �,A)i.l�.�?Z..�.'�(? ,��>i(Xtl�'�7 f��,�.i��l��(�Ro°offing .��.� �..��. .�........................................................... Floors r` 2t� � {' Interior f. # ... ................................................. .},t'ft Heating far`T 't X�.,t h.�i�i '1� ?3J. :...... Plumbing �.. r .`..�., Ff„..... r ' �t�►-' ........ r � tt 4 Fireplace .; f.1 .......f ....r...i?.f.... ....... ..........................Approximate Cost ..`.�I ,(��1�)..... ................. Definitive Plan Approved by Planning Board __________ _________________19-------- . Area } :a.... GY� .. .v_ r i z Diagram of Lot and Building with Dimensions Fee ............................................. SUBJIECT TO APPROVAL OF BOARD OF HEALTH zfoat L of OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS y I hereby agree to conform to all the Rules and--Regulations of the Town o.f-Barnstable egarding the above construction. 1�, • NameG.�........................... ............................................ Construction Supervisor's License .................................... I BROWN, WILLIAM C. A--39-91 No ...28025... Permit for ....1 a..Story. .............. .........tangle..z;)VU Rg..................... Location ..... Dtive ....................C.Qtat............................................. Owner ........................... Type of Construction .Fram.............................. . ............;................................................................... Plot ............................ Lot ................................ Permit Granted .......June..14..................19 85 Date of Inspection ....................................19 Date,Completed ......................................10 > All Cape Insulation & Suppl Inc y Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor: Coastal Custom Woodworks Property Address: 101 Eisenhower, Dr, Cotuit Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax 3" 200 R-21 Exterior Walls Closed Cell Foam Henry 1.8 Permax 7.5° 180 R-49 Cathedral Ceiling Closed Cell Foam Henry 1.8 Permax 4.5" 200 R-30 Crawl Closed Cell Foam Demilec Closed Cell Foam Demilec f l� Certified: `" Date: ; Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 l . ,;: . . 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I�OI. .V...IIIIII I ')I�i...a3E.,1�. ...6a�-�.-. ��i,I .,' . .. :. . mEw DESCRIPTION OF BUILDING ELEMENTS FASTN.ER 4be SPACING OF FASTENERS .. - .' _ . .. . - . I " - ROOF. ... - - - - ., .. . !W_ .. I . . 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE:TOE NAIL , 3-8D(2-1/2'X 0.113' --- _ ..' " ' :1 - - I�\ 1- . .. - 2 CAUNO J06T3 TO PLATE TOE NAIL ". 3-8D(2-1/2•x 0.113'': --- ` .. I � / U I. - 1'1 (y II I. • CEILING JOISTS NOT ATTACHED TO PARNIFI RAFTER LAPS OVER _ '. . - 1�.. 3 PARTITIONS.FACE NAIL :. . - 3-101) - -__ 4.. . - H, 4 'i r. .:,. .. 4 COLIM TIE RAFTER,FAIL NAIL OR 1-1/4%20 CAGE PoDCE'91RAP r100(3`X 0.128' ___ .,, -.-.- -.-.- -.-,- -._.-.- -. , s -. - _..- . -'- - - . - - _ _ .. S RAFTER To PLATE ToE NAIL - 2-,6D(3-,/2•X 0.,36•) ..c: _ , - - - - - - - - - - - - - , . ROOF RAFTERS TO RIOCE 1/ALLET OR HIP RAFfEiS: 40E NNL 4-, 3-1/2'%0.135 _ .,. `;i -. -.-.- .- -.- ql 8 FACE NNL 3-1a0t3-1/2'%0.135 -.- - - -.- - - - I .a . . ___ ,.r .. i 0 ;V - .. . WALL . - . . _- -,- - - - - -_- - _*�- _ -_ _- -_ .. . w V ; . . . 7 BUILT-UP CORNER STUDS 'NOD(3'X 0.128' ! 24'O.C. - -.- -.- -. . . e BUILT-UP HEADER,TOO PIECES WITH 1/2"SPACER 16D(3-1/2'%0:135' Ia"O.C.ALONG EACH SIDE + -'-.- -.- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m 9CONTINUED HEADER.TWO PIECES 18) 3-1 2'X 0.135 r -.- - -. -' .. ( / ' 1 S'O.C.HANG EA[9H.SIDE ..:. . t 10 coNTINU0l6 HEADER TO SND,TOE-NNl 4-ti0(2-1/2'X 0.113' --- .. - II . 11 DOUBLE STUDS.FACE NAIL - :'. 10D(3'X 0.128' 24'O.C. - - - - -. . I. _ _ _ _ . 12 DOUBLE TOP PLATES,FACE N18. 10D(3'X 0.128' � .. 24"D.C.. . '- - . y . . ..' .' ` .. DOUBLE..TOP PLATES, MINIMUM 48-INCH.OFFSET OF END - : p:.. r" e � c ro . ` .. t3 JOINTS. FACE NAIL IN LAPPED AREA 1 . 8-11S)(3-1/2 X 0.138' , . -. _. o s m . 14 SOLE PLATE TO JOIST OR'BLOCKING.FACE NAIL ., 16D(3-1/2-X 0.135' Is"D.C... -- . . o :. .. :. ,1 _.- - -.- rt . .1S SOLE PIATETO JOIST OR BLOCKING:AT BRACED WALL PANELS'.. 3-18D(3-1/2•X.0.135' 18•.O.C. _ _ f z _ - . .18 SPUD TO SOLE.PLATE. TOE NAIL - - 3-8D(2-1/2'X 0.113'or - 2-160(3-1/2'.X 0.135': - - our" zs 17 TOP OR SOLE PLATE TO STUD.END NAIL 2-16D(3-1/2'X 0.135' --- a xum . 1S TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS.FACE NAIL 2-10D(3'X-0.126' ___ ® I omam . 2-80(2-1/2"X O.113' . - 9• 19 1'BRACE TO EACH STUD AND PLAT$FACE NNL' _ ___ - mm� . .. _ - . . 9 m 2 STAPLES 1 3/4'. .. �. am . '. ... 20 1'X 6' SHEATHING TO EACH BEARING,FACE NAIL ., ... 2-8) 2 ST 1 3/• .. .. - , - 2-8)(2-1/2'..X 0.113'' - .. I - 21. 1'%8- SHEATHING d0 EACH BEARING-FACE NAIL - 3 STAPLES 1-3/4•.. ___ .a ®�® - . .1 - . - 2-81)2-1/2'X.0.113' _ - - . 22 -WIDER THAN 1'.X 8'SHEATHING TO EACH BEARING FACE NAIL 4 ST 1-3/4, . „ - . FLOOR . . 'x.11 .. . , 23 JOIST TO siLL OR,GIRDER,TOE NAIL 3-8D(2 1/2 X 0.113' _ _ �Uy b ... 2-81) 2-1 2-X 0.,13 - I . W Q ( / ' ..... ` 24 1'X 8'SUBFl.00R OR LESS TO EACH JOIST,FACE NAIL. 2 srAPLES:t-3 4 --_ .. - ` - .. Z I . ` . 25 2'SUBFLOOR TO JOIST OR GIRDER,BOND AND FACE NAIL.,. 2 16D(3-.1/2-X 0.135') . • 28 RIM JOIST TO TOP PLATE.TOE NAIL(ROOF APPLICATIONS ALSO) 8)(2-1/2"x 0.113' --- - DDESIGNNCRITERIIADIN .. LIST OF DRAWINGS 2 q - . . . G -27 2'PLANKS.(PLANK AND BEAM-FLOOR AND ROOF .2=160(3-1/2•x 0.135' . --- ..-. - . ., . . - _ INTERNATIONAL RESIDENTIAL CODE 2009 -1.2`APPUCABILRY .. 4.1 WALLS .. . : . : '' '� Height&Area Limitations (Table 503 : Loadbearing'walls shall not exceed - -- - 1 8 - - . - NAIL EACH LAYER.AS FOLLOWS: CS' COVER SHEET- 32'O.C.AT TOP AND BOTTOM- AND 780 CMR MASSACHUSETIS STATE 28 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS, 100(3'X o.126")* AND STAGGERED TWO NAILS AT BUILDING CODE MASSACHUSETTS .2009 IBC);'R3.Type 5 Unprotected; - 1D'-D•In height. -- - Al. FOUNDATION PLAN 8�FI. . . .OR PLAN - O . ` 1 - Square Feet - Non-loadbearing walla shall not exceed - ca -. .. .: ENDS AND AT EACH SPLICE .. . AMENDM -TO THE NATIONAL ..3 Stories, Unlimited - . BUILDING.CODE 2009.,(ONE,E,AND TWO oof.Pitch;4/12 20'-of In height._ A2 EXTERIOR ELEVATIONS - - . . . ' 29 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS '3-16)(3-1/2"X 0.135' AT EACH JOUST OR RAFTER ' FAMILY DWELLINGS) - Mean Roof Height; I A3- , .. - Building Length x Width: I - . NOTE _ - . 4.T EXTERIOR WALLS 1;_. I - - - . . . T IS THE INTENT TO PROVIDE A Raiic Maximum Loodbearing..Stud Length , Si. FRAM NG PLANS � - '.' ' ' - ::.'. .%FASTENER SCHEDULE FOR STRUCTURAL MEMBERS - CONTINUED . ` CONTINUOUS LOAD PATH.THE Ae ) - . - Nora c1 ..a 4 W�Talleet Opening:. r 2x4�2 at 18'O.C.: 9'-9' . INTERCONNECTION OF ALL FRAMING 7•-0' -2x8 2 at 16"D.C.;.9'-9' . . . : .. _ . ELEMENTS S CRfTICAL TO A - - - Maximum Non lD.C.; (ring Stud Length .. _ _ .. . . SPACING OF TERMS IAs CND RESISTIVE BUILDING.F - -9.3 FRANINC " 2x4/2-at 18'O.C.;'11' S' - _ _ -. EDGES. �� - CONTINUOUS LORD PATH OF Gertera6 forming connectctioneahall be 2x8 �2 ct.18'O.C.: 18'-5' - - .. . ITEM DESCRIPTION OF BUILDIN( YATERNLS OFSCPoPf10N OF FASTENER e'er - 0 )1 - FRFOORNTS ANF DiOU QA�ON Inaeeorddnee with 2009 ImemaUanal .. .i�` L31r 1 lr V,�V,`�7 T` N c V L Ll (INCHES). S�� WALLS TO FLOORS,WALLS,AND ROOF R dential Code Table R602.3.(1) Gable Walls _ - WOOD STRUCTURAL PANELS, SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND - : .Fastener Schedule.For Structural Shall be braced for a diatoms of et - - 1 . - LNG _ .. _ - era noted.. structural panelein�width_et 90R ��/ PARTICLEBOARD WALL SHEATHING TO FRAMING ' FRAM SHALL BE PROVIDED. .M bers.unless least i/ W . . BD COMMON 2'X 0.1,3'NAIL(SUBFlADR WALL)L wood __ - __ _ ( i 1 SCOPE Table R301.5 Minimum Uniform f 30 3/8'-1/2' BD COMMON(2-1/2-X 0.131'NAIL(ROOF), . .8 129 ly of the building width with gypsum wall Sr 1:°fs P._bL4CL»iNU.DEPT, : DATE Table R301.2(4) Massachusetts Basle Distributed Live Loads board, . 1 BD COMMON(2-X 0.113'MAIL(SUBFLOOR WALL) Wind Speed. Attics without Stour e; 10 pef 31 .5/16'-1/2' BD COMMON(2-1 2'%O.1S1 NNL R00 i 8 ' 122 COS � .). -Attics with Limited.Storage; 20 Pe Story to ato U IHt and Lateral ' . ' / ' ( F> Town:. W q . Basic'Wind.Speed:'110 mph , '� Ba cubes amend.Decks; 40 .. a. , . . , . ., 32 19/32'-I. BD COMMON(2-1/2•x.0.131' .. 6 12 . . -` .. . ,. `Fro Escapes: 40 s{ .Co.n EXTERIOR WALL SHEATHING' .. „1_." _'.._"`max'"""-""'._ 0 . p P�ira f�r� rh q : ,, NOD COMMON(3-X 0.148'MALL OR .N ,.R301.2.1.4'Exposure:Category Guardrails,.Handrails:.200 pef ..-F1RG DE AR IE: T ...r V `. 33 1-1/8 - 1-1/4 8D 2-1 2'X 0.131 OET•ORMED NAR 6 12 1 Exposure CI •:. a 7/18 rol panel _. N� _ r!Ft ."` �/" --"'+..,,�-_� Provid •wood atructu I� .( / Passenge ve flitcompge; 50 50 pef'.` sheathin an II- h - - iy aseenger le garage;'50 paf - i' O2 Exosure B: Urban,Surburban ,P vehic '. exterior�walle as � �� ' �rk�?3 A/aHOTHER WALL aHEATHING 3 Exposure-C:-open Terrain ,. EGtI I FQR, E/tf��lT, ., _., th a de hold downs ad K SfGJdA',. t'+RE'R. - '4 .Exposure D; Flat Unobtucted. ar e _ _ ,,_., t RoomsoR n�sleeping;.40 pef. - t/z•srRucTURAL cEuuLoslC - .- 1/z•cALVANaED RooF1Nc NAIL,7/16•cROrm al 1• .:., _ v n set need " .. 4 "G'� "+. . Fi S ee g ooma; BERBOARD SHEATM01L3 CROWN STAPLE 16". 1-1/4-LONG - 3 8 : LDGflOt4;L9pown B Stairs:_40 puf 5.1a ROOF �+»� .. _ .. .. I. n shall exceed 38'-O'. 2S SIRUCNRAL CELLAILASC t-3/4'GALVANIZED ROOFING 1WL.7/16'CROWN OR I• - . Table R301.7 Roof spa I not - 3g. FT 32 0 3' „6 -Table R301.2(5) Massachusetts Ground .. - Roof.openings shall not exceed'.the. - I _ _ _e `�",. I '.t SHEATHNG CROWN STAPLE 16GA, 1-1/2•LONG . Rafters greater then 3/12; L/180 Snow loads - lesser-of 12'-0'or SOR of the Town: 00II11T _ - .Interior Wallet.H/I80 : building dimension. L/2 or W/2. . - O - 38 f/2'GYPSUM SHFAIMI NG d - 1_t/z'.GAWVANIZED ROOFING NAPT APLE GALVANIZED. 7 7 Snow load.30 p1 - Ceilin94:.L/360 � Roof Slope shall not be'greater than - .. - tHp- .t r� -1 1/' / SCREWS. '� .. .:�:Floors/ , . . .. Exterior Walls. stucco; H/360 12/12. ..: F. - / E - 1-3/4'.GALVANIZED ROOFING NAIL:STAPLE GALVANIZED. 1-5/9' 7. �7 � ' R301.2.1.2 Protection of Openings_ . ..Exterior Walls. brittle. L/240 ; .. A �"� -r�J . 371/2'fiYPSUY SHEATHING LONG; 1-5/8•SCREWS.TYPE W OR S Windows in rind boors debris regions Exterior Walls,flexible: L/120 . 5.2 WOOD RAFTERS y ..shall ham glazed openings protected .. The clear span of rafters shall most:: ;� - „A.r�'"+f'e. WOOD STRUCTURAL PANELS COMBINARONSUBFLOOR UNDERLAYMENT TO FRAMING .. S' : - , ... from rind bome debris In accordance - �or exceed the valupa set forth,in ^*hw ��r %�" ,c .. with Large Missile Test of ASAP E 2.1 FOUNDATION � '1 12009 IRC.The.maximum rafter span. - .. - � BD DEFORMED((2:X.OA20 NAIL OR BD 1. ' . I - 1996 and of ASTM E 1886.' � - ` 'Concrete shall be minimum 3.000 PSI shall be Iimfted to 3/4'of teh a n 1 ; .. . ��.-�``�'-- .. 3/4 AND LESS ,- : COMMON(2-1/2 X 0.1313 NAIL 6. 12 ._ an :., .' _ :.' ExeepUon: Wood eWeturol panels. at 2B.doye. "' .. •:; perm(tted for the 20paf roof Ilve d . .. . 7/16 x 8'-O', shall be permitted for _N U 'case, not to exceed 26'-0' . � 39 7/8'-I" -' DEFORMED(2-1/2'x 0.120'NNL �., .~ �� B �'- :12 � � o sing protgection In one.and two � 2.2 F0�NDATION ANGHORAC.E provide uplift connections.at each � � . - � ' ".. .NOD COMMON(J-X 0.148'NAIL OR 8D. .::. . . . ..- -Table R301.2.T.2.accord 3"hook 5a chorabolttsr0 4l1'D.0 with Provide m nimum 2x6 collar%rafter ti '' . 1' 40 1 1-1/8 - 1-1/4,. . .6 12 - _ . ante,with . DEFORMED(2-1/2'X 0.120'NAIL : . - L 3'z 3'.x 1/8'plate rashers. at 48'O.C. located in the upper third TAAS.� .0 orsR osaOsaa . .FEMA 543 Definitions '' I . Provide one anchor bolt 8'to 12'. of the attic apoee and attached to -.ANY CaNSTRUCTION WHAT INCREASES LIVING SPACE - - . NOTE ,- -home debriaregtonlctAreedae within tram each endof plate and one within rafters using.5-10d.nails at each and. BEYOND' ZOO $Q.'FT. PE_R, LEVEL MAY REQUIRE THE 1 Wind hurricane prone regions 12'.of comers. 1. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. - 1 -Within 1 mile of the coastal mean . 5.3 OF.SHEATHING - . : . . . - 2 FOR ADDITION INFORMATION AND FOOTNOTES REFERENCE 2009 IRC TABLE R602.3(1) ..high water line where the basic wind. RS . I- INSTALLATION OF .ADDITIONAL SMOKE DETECTORS: 9 .-3.1 FLOC Provide-1/2'wood structural panel . ,. .. speed - The clear span of floor Joist shall sheathing,an all roofs. -is equal to or greater than.120 mph. I meet or exceed the values set forth in 2 In areas where the basic wind : 2009 IRC. Floor openings shall not 5.4 ROOF BRACING ENDWA.L NOTE: A.-SEPARATE- PERMIT 'IS.REQUIRED. FOR THE rl :speed.le equal to or greater than 120 RFSIDENTNL BUILDING DESIGN CRITERIA NOTES: - - exceed the leaser of 12'-0'or S07i - Blocking and an l edges shall di .a . . - , 'L . - building dimension. L/2 or W/2. Provided!at panel edges perpendmular., O,N OF SMOKE DETECTORS-THE ELECTRICAL orbs,:' .or:the �It�$TALLATI INTERNATIONAL RESIDENTIAL CODE 2009 AND 780 CMR MASSACHUSETTS STATE BUILDING CODE MASSACHUSETTS I I to roof.framing members in the first . I . AMENDMENTS TO THE INTERNATIONAL BUILDING CODE 2009'(ONE AND TWO FAMILY DWEWNGS) .' ' ' -''. 3.2 FLOOR BRACING two truss or rafter spaces and shall: . , ; ' FERMIT,DOES NOT SATISFY THIS REQUIREMENT.: - . . . 780 CMR- .," .. , ; . ' .. ... , � - Blocking and connections shall be . be 48"D.C. see Brace Detail. .. . , Ned n ed9 I ular ' I I _ - . .NOTE:.- . : , . .__ . ; to floor framing Imembem in�thecfirst- I .. . . 03-24-14 .. - : T IS THE INTENT TO PROVIDE A CONTINUOUS LOAD PATH, THE INTERCONNECT16N.OF ALL FRAMING ELEMENTS IS CRITICAL' ' , . two truss or joist spaces and shall be - ' . "TO A WIND-RESISTIVE BUILDING:A CONTINUOUS LOAD PATH OF INTERCONNECTED FRAMING ELEMENTS.FROM FOOTINGS AND .. ..48'O.C. eee'Fioor Bracing Detail. III I . . . - � . . . . - FOUNDATION WAS TO FLOORS,*WALLS.AND ROOF FRAMING SWLLL BE PROVIDED: . . - - . .. .. .. I ' , _ . . , x . , . , , , , . , '.ir' '1 : -. , a. 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FIRST FLOOR _. ? .r 'D .'? . t' FOUNDATION NOTES. . :: 1 4 e 1_ . .,. , (` A+^i LL _. GENERAL REQUIREMENTS. . x .': r t;.ce 04 • 1. ALL.WORK SHALL COMPLY WITH THE '8.REST ALL FOOTINGS ON FIRM NATURAL .: ._,, :z, tr} S . -. : . .:. INTERNATIONAL RESIDENTIAL CODE 2009 AND: -� GRANULAR MATERIAL FREE FROM.TOPSOIL. 'r. `-. •:.< `". '- � 5 9 'L .. . - ,': ._:', . x;.._. 1 ALL DIMENSIONS ARE TOFACE OF STUD 5 °REAR TO OTHER DRAWINGS ASPAIiT OF ®.SMOKE.DETECTOR ,_ - .. 780 CMR BIIi EDITION AND ALL MUNICIPALITY .ORGANICS OR qAY-HAVING A MINIMUM SOIL ;,, ,4 -. ,, ,. �':.,C7 �: . -. .., ,, .,.. k, ... ,.: ,:. , UNLESS.INDICATED OTHERWISE, - • THIS SET FOR MORE DETAILED.REQUIREMENTS SD..'. .; _ - �;,7 � L ,, _.: ORDINANCES AND BY-LAWS. BEARING CAPACITY-OF 1 1/2 TONS'PER- : .p... ..+,. r.- ,H •- - , `1 , ^. ::,• �', '::: ,- ...REGARDING BUILDING MATERIAS. FOUNDATIONS :;::` HEATDETECTOR 4. >i a :.� SQUARE F00T.MEtlHANICALLY COMPACT :. .: :, ,. -.• _ -;...:... 2 ALL EXTERIOR WAIL FRAMING SHALL BE 2x8 AND STRUCTURAL DESIGN CRTERIA ® ( "'". 6 ,. - L .. 2 CONCRETE SHALL BE MINIMUM 3.000 PS!AT SLIBGRADE BEFORE FORMING FDDnNGS. , ..,.,. , ;;x ..,- - .. B t .', - : : .r 28 AYS OR AS SHOWN-OTHERWISE ,-,. . .- -b .,+>: - r,. ,-CONSTRUCTION AND ALL INTERIOR WAIL FRAMING ", - '•a� . : ., D :. .. . , ®.CARBON MONOXIDE.DETECTOR• '>{, s -SHALL BE 2x4 CONSTRUCTION UNLESS.OTHERWISE 8 SMOKE DETECTORS, HEAT DETECTORS F. i . ' . : '7.SLABS-SHALL BE-CONSTRUCTED WITH ,: :;: ,. H, ,. �1N �,.�, .. ' I L 3.STEEL.REINFORCING.SHALL BE-ROLLED' CONTROL JONTS HAVING A DEPTH OF AT - NOTED•" AND CARBON.MONOXIDE DETECTORS HAVE , f' ' - . ,. . . ,Cs , r,;," ., r..' a «,•-y Xj. 4' - BEEN SHOWN ON THE PLANS.TO COMPLY - },. 0 {.•J rl -. I : BILLET STEEL CONFORMING TO ASTM A815.: LEAST-1/4 THE SLAB'THICKNESS BUT NOT: + ,• : ',. ,'` /. CD I 'GRADE 60. ! , ,I 3 .ALL WORK SHALL COMPLY WITH.. . .WITH THE REQUIREMENTS OF 780 CMR a ,� _ , • LESS THAN ONEINCIH,AND JOINTS.SHALL BE ., "' _ - ,_ :.,.,.. .: .',. .' -.. INTERNATIONAL RESIDENTIAL CODE AND 780 3603.16 - FIRE PROTECTION SYSTEMS. x , • 10 - &-:.+/. SPACED AT INTERVALS NOT MORE THAN 30 §. ` CMR MASSACHUSETTS STATE BUILDING CODE HOWEVER THE ARCHITECT BEARS NO - '� .11" '' . 4.CONCRETE SHALL BEAR ON SUITABLE f. FEET'IN-EACH DIRECTION AND SLABS NOT- ._ ..• •.` _' `.'" - `�• � . : UNDISTURBED EARTH. DO NOT PLACE ° - J MASSACHUSETIS AMENDMENTS TO THE: RESPONSIBILITY FOR THE L DESIGN. FINAL ''�L -�... . .'. : RECTANGULAR IN SHAPE.SHALL HAVE CONTROL': -. - • . : CONCRETE IN WATER OR ON.FROZEN GROUND. JOINTS ACROSS THE SLAB AT POINTS OF ';-` . . ;,`:., ".-: . 9 (ON _ I`., _ :INTERNATIONAL BUILDING CODE 200 E AND • PLACEMENT. OPERATION OR MAINTENANCE "- . '.OFFSET.IF OFFSET.EXCEEDS YEN FEET. AND IN „h.i. 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CEILING JOIST TYP. ,.. r ,., •' 4 r __ R 0 MPSON 5TRONG 71E H2 S HEAD NNECTOR�'• EACH " " �� .. :. . . - : � ,. �. �'.. . . /CEILING JOIST.TYP. v "- I a y TYPICAL EXTERIOR WALL ASSEMBLY . .. . _ _. •.. . . Y.. , . r 0 .: . . . . . -2x8 STUDS o 18.O.C. w/BLOCKING- . . -. I -. ' .- - , TYPICAL EXTERIOR WALL ASSEMBLY - . .. =1/2•ZIP SYSTEM WALL SHEATHING -- ' 3/4• IOR T&G - .' SILL - - -T3/4'EXTERIOR &C . -2z8 STUDS O 18.O.C. w BLOCKING - -EXTERIOR SIDING OVER AIR BARRIER PLYW D GLUED &.NAILID - PLYWOOD GLU &.NAILED . H/A.. -R-21 INSULATION&VAPOR BARRIER : - N - ... 1 _ .. NR 0 ATT1NSD ON & 1, 1 . .-.. -. R-30 BATT INSULATION & c4 SI .1/2 ZP SYSTEM WALL S TN.. .. .VAPOR BARRIER ,: ..:. . . _. FIS FLOOR . ' .' � .. VAPOR BARRIER- � X� - TOR SIDING OVER AIR BARRIER m21 INSULATI &VAPOR BARRIER - - . . - - - - _ FIRST FLOOR. _ _ _ - _ ALIGN W/EXISTING ALIGN WL/.EXISTING FIRST FLOOR,'- 'FIRST OR �Q1 - - V] 't•, . 5/8•EXTERIOR - -. , - .. 2x10 P.T..LEDGE72 LAGGED .- - S/8• l7CTTdtIOR' - . . . .. - GYPSUM BOARD '. . . - - .' INTO..EXISTING RIM JOIST - GYPSUM BOARD . ". 3 2z10 P.T.JOISTS .- - - .. - .W/ 1/2'0 GALVANIZED . .. , .. .. - - .. .. . .BOLTS •12'O.C. 12'CONCRETE PEARS W/ - �,' ` � A qq C .. .'' .1 :. ' :: 2•CONCRETE PEIRS W/. o �. .. .. :. .. BELOW GRADE TYPICAL 31N. - - _ ,.'„- .. ,. ' ... BIGFOOT FOOTINGS 48•MIN. .. 1 - .. of z (.) . - . Q " . . . . :. ., . . . STAGG .. .ER ED BELOW GRADE TYPICAL(3).., a, . . - .a _ - .. - , . . , . .. . .. - .. SI . - - .. _. . . .. _ , ).. _ .. .. . SECTION A. .. . _ . . . '_ SECTION B . .. 1/2" 1'-13. r .. . 1/2� ='1'-0•. . . . . .. , � : . . I r . ,Z . . . .. ' , . . . . . . . . . . . . . ., :.. . . . . . , ,. . . . . r. . . . . . . . .. ARC, . .TOP'HORIZONTAL 3 O.C. . , a, __ ._ _ r I .. STAGGERED COIL NAILS , .... a . _ . . . . BMC 8dRHD 2 3/8e ... . . ,. . : . LONG.x .090GA ryr . . . . . ' �; `\C1` . FIELD 8. O.C. COIL . }} es 3 9 g Tr . _ J. NAILS BMC BdRHD . . 2-3/8•.LONG x .09OGA: t . . : .1r'Ii 1{- i - - .. . , . ; VERTICAL EDGE 3 O.C. :' :.'- .'' ± >_� A STUD WALL I ��`'L COIL NAILS BMC BdRHD 2 18d PER SIVD': . - 2-3/8• LONG z .09OGA. .' 2-18d O 18.O.C. . .• - - ,.,< ... ;.. r -^ _ RAFTER-,TRUSS JOIST or TRUSS' . .. . . .3-18d PER JOIST .. _ BOTTOM HORIZONTAL 3 ~JOT�or - _ ., O.C..STAGGERED COIL . {, - REVISIONS. 4-Bd PER JOIST - _ _ ^ - ''NAILS BMC BdRHD '` 2-3/8• LONG x .09OGA 2 Tod o 24`o c. am am®m . ' . .: . _ . 2 18d PFR STUD� - " ... r . sTuo.w/v.L' . • ANCHOR BOLTS ° o U1tOCKING O . .. ;.1 STUD,WALL STUD WALL.. OC : .. '. .. , , , x . .. . STOR TORY A..a . ; . o c. EXTERIOR WALL' SHEATHING .ATTACHMENT Y TO S UPLIFT &. . ROOF BRACE DETAIL FLOOR .BRACE DETAIL .,:. . . . . : . . . 1'. 1' o' r 1-o' TERAL CONNECTIO . . ,. • . 03-2414 .- 'IL1. . . - . . . . 1 .1. 1 . 1 . A3 . ,�.I.. �._:�:..<4-.I m)2..I.. .I.I I I...I..I III... .I I.I-�.I .I.. I,".-..II....;.�I I F I.�....I..,....I�.�.I.I.,.I1�.I.....I..I....1II I.I�II I I I..�....�... . . . . . . . . . . ° , . . . _ . 3 : . . I II . ,. .. . . . . : . . :9. . , 4 _ . . - O . . .. ' _ m� :, , . . . . 98 . ... - . 6x8 P.T. POSE ON 12 V �3 uO1i I "CONCRETE PIER (6) ',:, e i ..,, - _ . . (3) PST. 2x10. J . . . - 0• . 1"� 1' JA _ .. c3) 6 c) 0 I ,, Qom, ,. .. - - rJ.' . . w �. m .: . '. :: .. ' l 'O CONCRETE IP ER (z)B - ti a . , • I . C . ,: .. . . ..: .. -- - - 1 - - - . : A3 .p A3 =W/2x6 COLLAR TES EACHORAFTER . .. „ - __ ., V o 4 -__-_ �: . .. � �o A ,: ` I•C----� I r1. m . .... '. -..... m .k' 2x6 P.T. FLOOR JOISTS 0 - A n .. e n . . I L-__-J I - - .' a 16'O.C. •" ., A3 m - AA,7 u .. .. n n .• . L__-_J I . : L . - 2x10 P.T: LEDGER W/ ., ,, .m .. I .L___-J I , i I . i - .. . I.L__-_J I..'/2 GALVANIZED..BOUS- „ - . _ _ .. . , 2x10 RAFTERS FIXED To.EXIsnNG - 9 �_ :: .1 0 16 STAGGERED. :- . . .. W/ 1/2'0 GALVANIZED BOLTS - . i omn . . - II' m ^a'n „' 'r- - - - - - - - - - - - - -1 -- _ - _ ZT - - - -- - _ - a' I I I' II (2 1 /4 7- /4' D 4 6a9 I, I .T. TO SR O I _ I I L H m .a m .I. - I. .:. I I NG FOU CA All I I ..I I I '. r I w .ER I . I ;' . �' I I I I I I t . I. _ - _I I I I. I . . . I i.l . . ` . I L� I .. I I. I " HEXI N*2x R- I I� ] I :. I I ..1. s,, I. _. E)fl NG 2x1 OR J01 I1. . : : . " , •'; I.. ., I I. ,. ." .. . I , . . . . . _ I I I I . < I : - - - .. I I I ,r, I - Z I_I .: I I I „ I. . I I. �I I Cl I. . I I I - - .. - '", . ii u 1.,.. : �,"a . . . . O . xx � c5 , , " . . . • , . . _ .FIRST FLOOR FRAMING PLAN . . ROOF FRAMING PLAN . < . m - , . .. ."", .. 1/4' ='1'-0' .. . . . . 1/4' 1', 0' . . _ . 1. - . . I. _ . . . . . „" , . ° . ,. _ . . . . g , 1. . . a . .. . . ., . : " .. - STRUCTURAL DESIGN CRITERIA .'. . ..__ •'-. _ - . . r _ .. . :. .. : . _ .. 1.0 DESIGN CRITERIA: - a.0 ALLOWABLE DEFLECTION: ..-:5.1.3 PLYWOOD SHEATHING: AND WOOD STRUCTURAL PANELS USED FOR 8.4 ANCHOR CONNECTORS �. " " THE FOLLOWING OUTLINES PERFORMANCE STANDARDS FOR THE „".4.1 FLOOR/CEILING ASSEMBLIES(INCLUDING SUPPORTING BEAMS)H� ((NOTE:' STRUCTURAL PURPOSES SHALL CONFORM 70`2009 iRC TABLE RBo2.33((3). 8.4.1 92E CONFIGLRATRION OCA710N AND QUANTITIES TO MEET WIND, PROJECT AND THE BASS UPON WHICH,SHOP DRAWINGS'(IF ANY)WILL BE- WINDOWS AND DOORS.- ASSUME NAILING TABS AT JAMBS AND HEADS,-. ' "ALL PANELS SHALL BE IDENTIFIED BY A GRADE MARK,OR CERTIFICATE OF ' EARTHQUAKE AND GRAVITY LOADS.- J ' REVIEWED•: . " . ' - WITH MANUF.RECOMMENDED HEAD.CLEARANCES OF APPROXIMATELY.1/2-) INSPECTION ISSUED BY AN APPROVED AGENCY. 6.4.2 JOIST HANGERS::'TOP FLANGE TYPE(UNLESS NOT FEASIBLE) .' 1.1 .TYPICAL ALTERNATE STANDARDS(FOR REQUIREMENTS NOT OTHERWISE - 4.1.1 LIVE LOAD DEFLECTION:. L/480 UP TO 1/2'MAX. . . I -; '- ' SHALL BE USED AT ALL CONNECTIONS AS REQUIRED. HANGERS SHALL -t . � ' INDICATED'IN THIS SPECIFICATION OR RELATED DRAWINGS): APPLICABLE 4.1.2 TOTAL LOAD DEFLECTION: 1/240 UP:TO 3/47 MAX. - 5.1.3a WHERE USED AS SIBFLOORING OR COMBINATION SUBFLOOR BE 18 GA.MIN. WITH ALL HOLES FILLED WITH REQUIRED FASTENERS. I " . .. - - ..BUILDING CODE(INCLUDING INDUSTRY STANDARDS REFERENCTD THERE-IN) ,. -- - UNDERLAYMENT,WOOD STRUCTURAL PANELS SHALL BE OF ONE OF.THE: 6.5 WALL'FRAMING ALL EXTERIOR WALLS STALL BE 2x4 OR 2x8'.(AS- ' . - �c�-.- �Aid . OR PRODUCT MANUFACTURER'S RECOMMENDED STANDARD,WHICHEVER 15" 4.0 ALLOWABLE DEFLFGTION: - _ GRADES SPECIFIED IN 2009 IRC TABLE R503.21(1). WHEN SANDED - INDICATED ON PLANS) 6 ( ON - . . 'THE MORE STRINGENT FOR A PARTICULAR ITEM OR CONDITION. 4.1 FLOOR/CEILING ASSEMBLIES(INCLUDING SUPPORTING BEAMS)- (NOTE: PLYWOOD IS USED AS A COMBINATION SUBFLOOR UNDERLAYMENT,THE ' .. - . ''. : . ' . . j : - . 1.2 FEMA 543 DEFINITIONS,WIND BORNE DEBRIS REGIONS WITHIN 1 MILE WINDOWS AND DOORS-.ASSUME NAILING TABS AT JAMBS AND HEADS, GRADE SHALL BE AS SPECIFIED IN 2009 IRC TABLE,R503.2.1(2)... _ 6.5.1 EXTERIOR WALL SHEATHING SHALL EIE FASTENED N17H(SEE ••' " ,, "-Wu :'T `A '` .. OF COASTAL MEAN HIGH WATER LINE.LOCATION WITHIN 1 MILE OF WITH MANUF.RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY 1/2) • . . - SCHEDULE&-DETAILS)*INTERIOR SUPPORTS,UNLESS OTHERWISE " - 1 � � ,, . COASTAL MEAN HIGH WATER LINE PROVIDE IMPACT RESISTANT EXTERIOR.. 41 1 LIVE LOAD'DEFLECTION: 480 UP TO 1 MAX.' 5.2 ENGINEERED WOOD ' . .- - . . - : . WINDOWS'AND DOORS .' 4 AL ON . . ALL BEAMS,HEADERS AND GIRDERS.SPECIFIED ON THE.PLANS AS LVL" (( O' - - t . . . .' . .1.2"TOT LOAD.DEFLECTION::L L/240.UP TO 3/4'MAX.. NOTED 82 2x4 INTERIOR STUD BEARING WALLS SHALL BE 2 X 4 STUDS AT +� } 1A 2D DEAD LOADS I - I I - - L 16'O.C. WITH BLOCKING AT MID HEIGHT'FOR'WALLS OVER 9 FEET HIGH, + Kf) ,BEAMS,OR COMPOSITE(BUILT UP)LVL BEAMS,SHALL BE AS ,�„" pp � .. .I - - 5 0 MATERIAL. - . -. MANUFACTURED BY TRUS JOIST MACMILLAN`OR APPROVED EQUAL.'ALL.'', - /�d A0 �' . . 21 STRUCTURAL SHEATHING:" I 1 5.1 FRAMING.DIMENSION LUMBER SPANS,.LOAD'CAPACITIE% BEARING CONDITIONS AND FASTENING AND METAL X-BRACING(SIMPSON STRONG TIE TYPE.WB)U.O.N. .: ° '4 il1Fi�1'�r.. _ 7 2.1.1 FLOORS:. 3/4'MIN.THICK;T&G. COX PLY. ' LOAD BEARING DIMENSION LUMBER FOR JOISTS,STUDS PLATES,RAFTERS, SCHEDULES SHALL-HE AS REQUIRED BY THE MANUFACTURER. __ 6.6 FLOOR AND COLING FRAMING(UNLESS NOTED OTHERWISE'ON ' - '� 1 r. . 2.1.2 EXTERIOR WALLS 1/2'MIN. EXTERIOR PLYWOOD HEADERS,BEAMS AND GIRDERS ETC.SHALL CONFORM TO 2009 IRC,AND - ATTACHED DRAWINGS): DIMENSION LUMBER. - may, 1. . - ' 2.1.3'ROOFS. 5/8'MIN.EXTERIOR PLYWOOD TO OTHER APPLICABLE STANDARDS OR GRADING RULES AND SHALL BE SO 8.0 INSTAII ATION-c_TANpARoc_ 6.6.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING'PARTITIoNS-AND, '�(;f ,✓..�. . 2.2 FINISHES: (THE FOLLOWING REPRESENTS STRUCTURAL DESIGN CRITERIA, . IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY' PROVIDE CONTINUOUS LOAD.PATH BETWEEN FOOTINGS,FOUNDATION: AT ALL ROUGH OPENINGS . - . ' . , ,t'. - ' ': WALLS.FLOORS,STUDS AND ROOF FRAMING 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS ' ;- ' NOT FINISH'.SPECIFICATIONS)N51 - . .. AN APPROVED AGENCY. THE ON.TO MARK OR CERTIFICATE TH ATE SHALL" :,' 6.1 FRAMING SYSTEM: WESTERN PLATFORM 1. 'RUNNING PERPENDICULAR TO WALL AND BETWEEN'JOISTS.TO OTHER 2.21 BOOR FINISHES A ENTRIES,BATHROOMS AND FIBER KITCHEN AREAS PROVIDE ADENINE INFORMATION.TO DETERMINE A THE ALLDWABLE-' :' :. 6.2 WOOD POSTS AND JACKS.SUPPORTING WOOD FRAMING SIDE OF PARTITIONS RUNNING PARALLEL TO FRAMING. _ . ASSUME THIN-SET CERAMIC TILE OVER"1/2'CEMENT FIBER BOARD 'STRESS IN BENDING,AND E.THE MODULUS OF ELASTICITY. 6.2.1 WITHIN 2 X 4-WALL FRAMING 4 X 4 MIN - • ' 6:6.3 PROVIDE SOLID BRIDGING AT FT MAX O.C. . . .. UNDERLAYMENT. "" . " . 5.1.1"ALLOWABLE JOIST SPANS THE CLEAR SPAN"OF FLOOR"JOISTS :. 6.22 WITHIN 2 X 6 WALL FRAMING: 4 X 6.OR 6 X 6(REFER TO.' 8.8.4 PLYWOOD SUBFLOOR STALL BE GLUED-AND NAILED.WITH.8D : ' . 2.22 FLOOR FINISHES AT-OTHER HABITABLE AREAS 'ASSUME 3/4' " S "EXCEED THE VALUES FORTH IN TABLES 2009 IRC , ' - .REVISION$ ALL NOT E EST .. •HARDWOOD FLOORS.. • , R5023.1(1)&R5023.1(2). 'PLANS) . . .. NAILS AT 10'O.C. E, INTERMEDIATE SUPPORTS AND BD NAILS .T 8' .. 2.2.3 WALL FINISHES ASSUME CERAMIC TILE'WITH 1/2'CEMENT FIBER 8.2 ALL WOOD POSTS SHALL.BE CONNECTED 7D THE WOOD FRAMING 0.0. TO PANEL EDGE SUPPORTS.. _ _a. mo BOARD BACKER AT TUB AND SHOWERS. 1/Y BLUEBOARD AND PLASTER ' ' "5.1.2 ALLOWABLE'SPANS: THE UNSUPPORTED SPANS FOR CEILING AT TOP WITH METAL POST CAP A.C. OR A.C.E. BY SIMPSON. - 8.7 RAFTERS.(UNLESS NOTED;OTHERWISE ON"'ATTACHED DRAWINGS): _ I � � ALL 01HER LOCATIONS. JOISTS SHALL NOT EXCEED THE VALUES SET FORTH IN CEILING IRC "6COL COLUMNS(BASEMENT OR EXTERIOR.LOCATIONS): 3 1/2'LALLY .. - ". DIME:NSION LUMBER.", 224 SLING FINISHES "ASSUME 1/2'BLUEHOARD AND PLASTER .,R804.&I(i);R804.3.1(2)R804.3.1(3). R804.3.1(4),R6o4.A1(5),.. D COLUMNS R804.3.1(6).R804.&1(7),R804.3.1(6). THE UNSUPPORTED SPANS FOR , 6.3.1 BASE PLATES: SPRINGFIELD BEARING PLATES WELDED TO 225 ROOF FINISHES: ASSUME HEXVY.DUTY,ARCHITECTURAL GRADE RAFTERS SHALL NOT.EXCEED THE VALUES SET FORTH IN.TABLES 2009.IRC COLUMN.. - . ASPHALT SHINGLES' .. "N 1.- EN - 23 MAXIMUM DEAD LOAD OF'.70 P.S.F. ' ' - R8073.1(1).,R802.3.1(2)R802.&1(3),R602.&1(4).R802.&I(5), - ' '.. . , ..- . .. - R802:3.1(6). R602.3.1(7).R8023.1(8).` - .. .. . .. .. 8.3:2CAPS(CONNECTING COLUMNS TO WOOD'FRAMING): SPRINGFlOD� . .�f. ._, .._ . . 3,0(NOT USED) . ..' _ .. . ' .. . ; . . . .. . . _ BEARING PLATES OR SIMPSON'CC'TYPE COLUMN CAPS . .. _ ..: , ,. 1 ., - .. _ ,. . . - 03 2414 . : . . .. . . . I - , - - . .. .. . . . . S 1. - r - NF, �R WOOD PRODUCTS It's all about the wood t : CH�4TH�}M LOFT SHED , - 10'x I4 (Elevations - Scale: 114 = 1) LEFT REAR II 14' � 10 Q i i III Ii I1 FLOOR'FRAMING SPEC SPEC FRONT IFICr4TION5 (2x 8 Pressure Treated 16" o c) P-m row CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE 4'N FOLD