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HomeMy WebLinkAbout0119 BAYBERRY LANE ':11;I'. .;, -'.,_;,',1,3a.,Z4,beer114 L. "--I ‘-‘------; .:'.-; - . ''' - .%(•.• '' , • • • o ram: • • • • • Commonwealth of Massachusetts • Sheet Metal Permit Map Parcel Date: 03 ( ! tyt o ,, Permit:# `Oquitca Estimated Job Cost:.$ ) ,OOO • a:D p Ten? :$ S . O a MAR 0 q� ; Plan§SubmittPxl: YES NO TO MI IP t•:''Reviewed, YES NO ' Business License## Apphcag$iTc 9e. 5C 1 $3 Business Information: Property Owner/:Job.,Location.information: Name: Pi r 6 � I-I R L. Naive: Cr o b. 1 Street: I 3 \(� im t t„)1 n ikk Street: 119 ►JCJ: b� L i1 • a-n-yks I 7,\458 City/Town: 1 t Prc r\Thi S City/Town: r Telephone: 31 LI S ( q 3 Telephone. (SCYt) 33.3 c:t9 31-1 Photo I:D.required/Copy of Photo.I.D. attached: YES . 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( ) 1 of 1 The ACORD name and logo are registered marks of ACORD #S150177/M150176 MER I it ADPDesignation: E 779—03 di INTERNATIONAL Standard Test Method for Determining Air Leakage Rate by Fan Pressurization This standard is issued under the fixed designation E 779;the number immediately following the designation indicates the year of original adoption or,in the case of revision,the year of last revision.A number in parentheses indicates the year of last reapproval.A superscript epsilon.(e)indicates an editorial change since the last revision or reapproval. 1.. Scope . 3. Terminology 1.1 This test method.covers a standardized technique for 3.1 Definitions of Terms Specific to This Standard: measuring air-leakage rates through a building envelope under 3.1.1 air-change rate,n—air-leakage rate in volume units/h '. controlled pressurization and de-pressurization. divided by the building space volume with identical volume ; 1.2 This test method is applicable to small temperature units, normally expressed as air changes/h,ACT—. differentials and low-wind pressure conditions. For tests con- 3.1.2 air-leakage graph, n—the graph that shows the rela- ducted in the field, it must be recognized that field conditions tionship of measured airflow rates to the corresponding mea- may be less than ideal. Nevertheless, strong winds and large sured pressure differences, usually plotted on a log-log scale. indoor-outdoor temperature differentials should be avoided. 3.1.3 air-leakage rate,n—the volume of air movement/unit 1.3 This test method is intended to produce a measure of air time across the building envelope. , tightness of a building envelope. This test method does not 3.1.3.1 Discussion—This movement includes flow through measure air leakage rates under normal conditions of weather joints, cracks, and porous surfaces, or a combination thereof. and building operation.To measure air-change rate directly,use The driving force for such an air leakage, in service can be the tracer gas dilution method(see Test Method E 741). either mechanical pressurization and de-pressurization,natural 1.4 This test method is intended for the measurement of the wind pressures, or air temperature differentials between the airtightness of building envelopes of single-zone buildings.For building interior and the outdoors, or a combination thereof. the purpose of this test method,many multi-zone buildings can 3.1.4 building envelope, n—the boundary or barrier sepa- be treated as single-zone buildings by opening interior doors or, rating the interior volume of a building from the outside by inducing equal pressures in adjacent zones. environment. 1.5 This standard does not purport to address all of the 3.1.4.1 Discussion—For the purpose of this test method,the safety concerns, if any, associated with its use. It is the interior volume is the deliberately conditioned space within a responsibility of the user of this standard to establish appro- building, generally not including attics, basements, and at- priate safety and health practices and determine the applica- tached structures,for example,garages,unless such spaces are bility of regulatory limitations prior to use. For specific hazard connected to the heating and air conditioning system, such as statements see Section 7. a crawl space plenum. 3.1.5 single zone, n—a space in which the pressure differ- 2. Referenced Documents ences between any two places, differ by no more than 5%of 2.1 ASTM Standards: 2 the inside to outside pressure difference. E 741 Test Method for Determining Air Change in a Single 3.1.5.1 Discussion—A multi-room space that is intercon- Zone by Means of a Tracer Gas Dilution. netted within itself with door-sized openings through any E 1258 Test Method for Airflow Calibration of Fan Pressur- partitions or floors is likely to satisfy this criterion if the fan ization Devices airflow rate is less than 3 m3/s 6 X 103 ft3/min). 3.1.6 test pressure difference, n—the measured pressure difference across the building envelope, expressed in Pascals (in. of water or pounds-force/ft2 or in. of mercury). f This test method is under the jurisdiction of ASTM Committee E06 on 3.2 Symbols and Units—See Table 1. Performance of Buildings and is the direct responsibility of Subcommittee E06.41 on Air Leakage and Ventilation. • 4. Summary of Test Method Current edition approved Oct. 1,2003.Published November 2003. Originally approved in 1981.Last previous edition approved in 1999 as E 779-99. . 4.1 This test method consists of mechanical pressurization 2 For referenced ASTM standards,visit the ASTM website,www.astm.org,or or de-pressurization of a building and measurements of the contact ASTM Customer Service at service@astm.org.For Annual Book of ASIM Standards volume information,refer to the standard's Document Summary page on resulting airflow rates at given indoor-outdoor static pressure .the ASTM website. differences. From the relationship between the airflow rates Copyright©ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959,United States. Copyright ASTM International 1 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/14/2010 11:13:04 MDT • E 779—03 TABLE 1 Symbols and Units airflow measuring system shall be calibrated in accordance Symbol Quantity Unit with Test Method E 1258 E Elevation above sea level m[ft] 6.2.4 Temperature-Measuring Device—An instrument to Q Measured airflow rate m3/s[cfm] measure temperature with an accuracy of±1°C (2°F). Qo Air leakage rate 3 m3/s[cfm] 6.2.5 Wind Speed-Measuring Device (Optional)—A device p Air leakage coefficient m/(s g Pa")[/t3] togive an accuracywithin ±0.25 m/s (0.56 mph) at 2.5 m/s p Air density kg/m [Ib/ft] p ) T Temperature °C[°F] (5.6 mph). Perform wind speed measurements at a distance n Pressure exponent 2 three to five building heights away from the buildings,where P Pressure Pa[lb/ft2] practical.List the height aboveground at which wind speed is dP Induced pressure difference Pa[Iblft] g p dP, Reference pressure difference Pa[Ib/ft2] measured. p Dynamic air viscosity kg/(m•s)[Ib/(ft•h)] A Area • m2[ft2] 7. Hazards 7.1 Eye Protection—Glass should not break at the building pressure differences normally applied to the test structure: and pressure differences, the air leakage characteristics of a however, for added safety, adequate precautions, such as the building envelope can be evaluated. use of eye protection should be taken to protect the personnel. 5. Significance and Use 7.2 Safety Clothing—Use safety equipment required for general field work, including safety shoes, and hard hats. 5.1 Air leakage accounts for a significant portion of the 7.3 Equipment Guards—The air-moving equipment shall thermal space conditioning load. In addition, it can affect have a proper guard or cage to house the fan or blower and to occupant comfort and indoor air quality. prevent accidental access to any moving parts of the equip- 5.2 In most commercial or industrial buildings, outdoor air ment. often is introduced by design; however, air leakage can be a 7.4 Noise Protection—Make hearing protection available significant addition to the designed outdoor airflow. In most for personnel who must be close to the noise that may be residential buildings, indoor-outdoor air exchange is attribut- generated by the fan. able primarily to air leakage through cracks and construction 7.5 Debris and Fumes—The blower or fan forces a large joints and can be induced by pressure differences due to volume of air into or out of a building while in operation. temperature differences,wind, operation of auxiliary fans, for Exercise care not to damage plants,pets,occupants,or internal example, kitchen and bathroom exhausts, and the operation of furnishings due to influx of cold or warm air. Exercise similar combustion equipment in the building. cautions against sucking debris or exhaust gases from fire- 5.3 The fan-pressurization method is simpler than tracer gas places and flues into the interior of the building. Active measurements and is intended to characterize the air tightness combustion devices require a properly•trained technician to of the building envelope.It can be used to compare the relative shut them off or to determine the safety of conducting the test. air tightness of several similar buildings,to identify the leakage sources and rates of leakage from different components of the 8. Procedure same building envelope, and to determine the air leakage 8.1 To create a single zone for this test procedure, all reduction for individual retrofit measures applied incrementally interconnecting doors, except for closets, which should be to an existing building,and to determine ventilation rates when closed, in the conditioned space should be opened such that a combined with weather and leak location information. uniform pressure will be maintained within the conditioned space to within ±10%of the measured inside/outside pressure 6. Apparatus difference. Verify this condition by differential pressure mea- 6.1 The following is a general description of the required surements at the highest pressure used in the test. Make these apparatus. Any arrangement of equipment using the same measurements at the highest and lowest level of the building principles and capable of performing the test procedure within and on the windward and leeward sides. the allowable tolerances is permitted. 8.2 HVAC balancing dampers and registers should not be 6.2 Major Components: adjusted. Fireplacen and other operable dampers should be 6.2.1 Air-Moving Equipment—A fan, blower, or blower closed unless they are used to pass air to pressurize or door assembly that is capable of moving air into and out of the de-pressurize the building. conditioned space at required flow rates under a range of test 8.3 Make general observations of the condition of the pressure differences.The system shall provide constant airflow building. Take notes on the windows, doors, opaque walls, at each incremental pressure difference at fixed pressure for the roof, and floor. period required to obtain readings of airflow rate. Where 8.4 Measure and record the indoor and outdoor tempera- - applicable, the HVAC system of the building may be used in tures at the beginning and the end of the test so that their place,of the fan or blower. average values can be estimated. If the product of the absolute 6.2.2 Pressure-Measuring Device—A manometer or pres- value of the indoor/outdoor air temperature difference multi- sure indicator to measure pressure difference with an accuracy plied by the building height, gives a result greater than 200 of±5%of measured pressure. m°C(1180 ft°F),do not perform the test,because the pressure . 6.2.3 Airflow Measuring System—A device to measure difference induced by the stack effect is too large to allow airflow with an accuracy of±5% of the measured flow. The accurate interpretation of the results. Copyright ASTM International 2 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/142010 11:13:04 MDT • • • c E 779—03 8.5 If the wind speed is to be part of the measurement range of the higher values may not be achievable. In such record,use a wind-measuring device or obtain readings from a cases,substitute a partial range encompassing at least five data nearby weather bureau. Preferred-test conditions are wind points. speed of 0 to 2 m/s (0 to 4 mph) and an outside temperature Norr 2—It is advisable to check that the condition of the building from 5 to 35°C (41 to 95°F). envelope has not changed after each pressure reading, for example,that 8.6 Connect the air duct or blower door assembly to the sealed openings have not become unsealed or that doors, windows, or building envelope,using a window,door,or vent opening.Seal dampers have not been forced open by the induced pressure. or tape openings to avoid leakage at these points. 8.11 Use increments of 5 to 10 Pa(0.02 to 0.04 in.H2O)for 8.7 If a damper is used to control airflow, it should be in a the full range of induced pressure differences. fully closed position for the zero flow pressure measurements. 8.12 At each pressure difference, measure the airflow rate 8.8 Installing the Envelope Pressure Sensor(s)—Install the and the pressure differences across the envelope.After the fan pressure measuring device across the building envelope. It is and instrumentation have stabilized,the average over at least a good practice to use more than one location across the building 10-s interval should be used. envelope for pressure measurement, for example, one across 8.13 For each test, collect data for both pressurization and each facade. Fig. 1 illustrates preferred locations for exterior de-pressurization. pressure measurement locations that avoid extremes of exterior 8.14 Determine the elevation of the measurement site,E(m pressures(at exterior corners).A good location avoids exterior or ft), above mean sea level within 100 m (330 ft). corners and complex architectural features and should be close to the middle of the exterior wall. In addition, buildings more 9. Data Analysis and Calculations than three stories, or 7.5 m (25.5 ft), high shall have exterior 9.1 Unless the airflow measuring system gives volumetric pressures measured at more than one height on the exterior flows at the pressure and the temperatures of the air flowing walls. The pressures from each location should be averaged, through the flowmeter during the test,these readings must be typically using a manifold.Average the pressures over at least converted using information obtained from the manufacturer a 10-s time period. for the change in calibration with these parameters. • 8.9 Measure zero flow pressures with the fan opening 9.2 Convert the readings of the airflow measuring system • blocked. These zero flow envelope pressures are measured (corrected as in 9.1,if necessary)to volumetric air flows at the • before and after the flow measurements. These zero flow temperature and barometric pressure,due to elevation changes pressures are to be subtracted from the envelope pressures only,of the outside air for depressurization tests or of the inside measured during pressurization and depressurization. air for pressurization tests (see Appendix XI).To convert the NOTE 1—Some equipment may perform this step,or an equivalent step, airflow rate to air leakage rate for.depressurization,use the automatically.Follow the manufacturer's instructions accordingly. following equation: 8.10 The range of the induced pressure difference shall be Q�=Q(from 10 to 60 Pa (0.04 to 0.24 in. H2O) depending on the p (l) �u) capacity of the air-handling equipment. Because the capacity of the air handling equipment,the tightness of the building,and where: s ; the weather conditions affect leakage measurements, the full p;n = the indoor air density, in kg/m (Ib/ft ), and FIG.1 Recommended Locations for Exterior Pressures(Plan Views of Buildings—"X"Within Circles Mark Pressure Tap Locations) Copyright ASTM International 3 Provided by IHS under license with ASTM Licensee=UnNersity of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/14201011'13:04 MDT E 779—03 p°„, = the outdoor air density, in kg/m3 (lb/ft3). 9.6.2 The leakage area AL,in m22,can be calculated from the 9.2.1 To convert the airflow rate to air leakage rate for corrected air leakage coefficient and the pressure exponent pressurization, use the following equation: using a reference pressure(dP,.)in Eq 5. Calculate the leakage areas separately for pressurization and depressurization: Q°=2(f),,,,t) (2) t Pin Po q t 9.3 Average the zero flow envelope pressures measured AL=C°(2) (dP)�n Z� (5) before arid after the flow measurements. Subtract the average 9.6.3 The conventional reference pressure is 4 Pa,but other from the•measured envelope pressures at such pressure station values may be used if the value is included in the test report. to determine the corrected envelope pressures. 9.6.4 To obtain a single value for flow coefficient,pressure 9.4 Plot the measured air leakage against the corrected exponent and leakage area for use in other calculations, the pressure;:differences on a log-log plot to complete the air pressurization and depressurization envelope flows (corrected leakage graph for both pressurization and de-pressurization using Eq 1 and 2) and pressure differences, with their offsets (for an example, see Fig. 2). removed, may be combined together. This combined data set 9.5 Use the data to determine the air leakage coefficient, C, then is used in the same way as each individual data set to and pressure exponent,n,in Eq 3 separately for pressurization obtain C, n, and AL for the combined data. If the flow at a and depressurization: specified pressure difference, such as 50 Pa, is desired, it p=c(dP)n - (3) should be determined from Eq 3 using the derived C and n and 9.5.1 Use a log-linearized linear regression technique, • the specified pressure difference. 3 3 9.7 Determine confidence limits for the derived values from where Q is the airflow rate, in m3/s (ft3/min), and dP is the differential pressure in Pa. In determining the fit of the above the data used to determine Eq 3 using Appendix X2. equation, the confidence intervals of the derived air leakage coefficient C and pressure exponent n should be calculated. C 10. Report• and n shall be calculated separately for pressurization and 10.1 Report the following information: depressurization. If the pressure exponent is less than 0.5 or 10.1.1 Building description, including location, address greater than 1, then the test is invalid and should be repeated. (street, city, state or province, zip or postal code, country, and 9.6 Correct the air leakage coefficient C to standard condi- elevation [above mean sea level in m (ft)]. tions (20°C and sea level E=0 m (68°F E=0 ft)) with Eq 4. 10.1.2 Construction, including date built (estimate if un- known),floor areas for conditioned space,attic,basement,and Co=Cl/µ) (\P /P l, (4) crawl space, and volumes (optional) for conditioned spaces, \ attic, basement, and crawl space. where: 10.1.3 Condition of openings in building envelope includ- p = the dynamic viscosity of air, kg/nvs (lb/ft/h), and ing: = the air density, kg/m (lb./ft3). g10.1.3.1 Doors, closed, locked or unlocked; 9.6.1 The unsubscripted quantities refer to the values under 10.1.3.2 Windows, closed, latched or unlatched; the conditions. of the test (indoor air for pressurization and 10.1.3.3 Ventilation openings, dampers closed or open; outdoor air for pressurization),and the subscripted quantities to 10.1.3.4 Chimneys, dampers closed or open; and a the values under the standard reference conditions. Appendix 10.1.3.5 Statement whether the test zone is interconnected X1 contains the appropriate tables and equations for the with at least door-sized openings.If not,the results of pressure temperature and barometric pressure(elevation)variation of p measurements between portions of the zone. and p. 10.1.4 HVAC system, including the location and sizes of 0z ducts that penetrate the test zone envelope. • Pressurization measured data 10.2 Procedure, including the test equipment used (manu- -Pressurization least squares fitted line / facturer, model, serial number), and calibration records of all • Depressurization measured data —••Depressurization least squares fitted line measuring equipment. X 10.3 Measurement data, including: /, 10.3.1 Fan pressurization measurements (inside-outside E Zrzero flow building pressure differences); inside and outside °•' ' temperature (at start and end of test) and the product of the LL o.os- �.� absolute value of the indoor/outdoor air temperature difference a•0•08- / multiplied by the building height;tabular list of all air leakage 0.07- / measurements and calculations: time, building pressure differ- i't' ence,air density,nominal airflow rate,fan airflow rate,and air 0•06 / leakage rate; and deviations from standard procedure. 0.05 10.3.2 Optional data, including wind speed/direction and 10 20 30 40 50 60 70 60 90 whether wind speed is estimated to exceed 0 to 2 m/s (0 to 4 Pressure Difference,Pa mph). FIG.2 Example Air Leakage Graph 10.4 Calculations, including: Copyright ASTM International 4 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub AccounV5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/142010 11:13.04 MDT 1 i E779-03 1.0.4.1 The leakage coefficient and pressure exponent for tation and apparatus used and on the ambient conditions under both pressurization and de-pressurization in accordance with which the data are taken.3 9.6; 10.4.2 The effective leakage area.Also,report if a reference 12. Keywords pressure other than 4 Pa is used; and, 12.1 air leakage; air-leakage rates; blower-door test; build- 10.4.3 An estimate of the confidence limits in accordance ing envelope; depressurization; energy conservation; fan pres- with 9.7. surization testing; infiltration; pressurization; ventilation 11. Precision and Bias 11.1 :'The confidence limits calculated in 9.7 give an estimate Murphy,w.E.,Colliver,D.G.,and Piercy,L.R.,"Repeatability and Reproduc- of the uncertainty of the test results.The specific precision and ibility of Fan Pressurization Devices in Measuring Building Air Leakage,"ASHRAE bias of this test method is dependent largely on the instrumen- Trans,Vol 97,Part 2, 1990. • APPENDIXES (Nonmandatory Information) Xl. DEPENDENCE OF AIR DENSITY AND VISCOSITY ON TEMPERATURE AND BAROMETRIC PRESSURE(ELEVATION) X1.1 Use Eq X1.1 to calculate inside air density. Use Eq where: X l..2 to calculate outside air density.Use Eq X1.3 and X1.4 for E = elevation above sea level (ft), inch-pound units. p = air density (lbm/ft3), and / 0.0065•E 5.2553 2q3 T = temperature (°F). pi„= 1.2041(1 - 293 ) T„+273) (X1.1) X1.1.l The dynamic viscosity µ,in kg/(m•s),at temperature T, in °C, can be obtained from .Eq X1.5. 0.0065•E)5.2553( 293 b(T+273)05 p„,,,= 1.2041(1 - 293 +273) (X1.2) = s (X1.5) 1 + T+273 where: E = elevation above sea level (m), where: p = air density (kg/m3), and b = to 1.458 X 10-6; in kg/(m•s•K6.5); T = temperature (°C). s = to 110.4, in K. X I.1.1.1 For IP units the dynamic viscosity µ,in lb/(fthr),at NOTE X1.1-The standard conditions used in calculations for tempe this test rature, lbm/ft3) temperature T, in °F, can be obtained from Eq X1.6: method are 20°C(68°F) tmper ture, 1.2041 kg/m3 for air density,and mean sea level for elevation. b(T+460)os • / 0.0035666•E 5 2 5 528 µ s (X 1.6) p;„=0.07517I 1 - 528 ) (T +460) (X1.3) 1 + T+460 where: / 0.0035666•E 5.2553 528 b = to 2.629 X 10-3; in lb/ (ft•h • °F");p, =0.075171 1 - 528 ) (T°u,+460) (X1.4) s = to 198.7, in °F. • X2. Recommended Procedure For Estimating Errors In Derived Quantities X2.1 This test method contains several derived quantities, where: which often are used to summarize the air tightness of the N = the total number of test readings. building or component tested. It is important to report an X2.1.1 Eq 3 then transforms into the following: estimate of the error in such quantities.The following method is recommended: all derived quantities depend on the estima- =In(C)+n x (X2.1) tion of the air leakage coefficient C and air pressure exponent X2.1.2 Compute the following quantities: n of Eq 3.To determine C and n, make a log transformation of N the variables O and dP for each reading. =_ x, (X2.2) x;=I n(dP;) Nr-I for i=1..N y,=In(Q) Copyright ASTM International 5 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license fromlHS Not for Resale,04/142010 11:13:04 MDT • • i1 E 779—03 I N Where the values of the two-sided student distribution (T ) AT,.,yi ( .3) (95%, N-2)) are given in Table X2.1. X2.1.2.3 This means that the probability is 95% that the 1 N pressure exponent n lies in the interval(n- I,,, n+I„)and the Sx=N- 1 (.r;-.,)2 (X2.4) air leakage coefficient C lies in the interval: (C•exp-l'^m ,C•exp'^o) (X2.14) 1 N 2 X2.1.2.4 The estimate of the variance around the regression line Eq X2.1 at the value x is: f S,y.=N 1 E(x —xx�V i-Y) (X2.6) Sy(x)=S,(N N 1 Sx+(x-x-)2\I2 (X2.15) X2.1.2.1 Then the best estimate of n and In(C) is given by and the confidence interval in the estimate of y using Eq X2 the following: .1 at any x is. • Iy(x)=Sy(x)T(95%,N-2) (X2.16) n=- (X2.7) X2.1.2.5 The airflow rate Q, predicted by Eq 3 at any pressure difference dP, therefore, lies in the interval: In(C)=y-n•r (X2.8) (Q•exp (.""'dP)),Q.exp('('"wri) (X2.17) • with a probability of 95%. C=expl°-'l (X2.9) X2.1.2.6 It is this interval that should be used to estimate the X2.1.2.2 The 95% confidence limits for C and n can be error in the leakage area or the airflow rate across the building determined in the following equation. The variance of n is envelope or building envelope component at a reference given by the estimate: pressure, for example 50 Pa. For example, the confidence interval of the estimate of the leakage area AL using Eq 5 is as 1 _ 1 1S2y-n•S z follows: S" Sr \ N-2 ) (X2.10) (AL•exp /,fmtarn A •exptAnfe) (X2.18) and the estimate of the variance of In (C) is given by: with a probability of 95 %. X2.1.3 In practice, the above error analysis can be carried N x?)' out using standard statistical computer programs. S,„(,)=S„ N (X2.11) TABLE X2.1 Two-Sided Confidence Limits T(95%, N)for a Student Distribution The confidence limits for In (C) and n are respectively: N-2 3 4 5 6 7 8 9 10 /in(C)=Sin(,1 T(95%,N-2) (X2.12) T(95%,N-2)3.182 2.776 2.571 2.447 2.365 2.306 2.262 2.228 N-2 11 12 13 14 15 16 17 18 • T(95%,N-2)2.201 2.179 2.160 2.145 2.131 2.120 2.110 2.101 In=S,,T(95%,N-2) (X2.13) X3. EXAMPLE CALCULATIONS ' X3.1 Introduction X3.3.2 The average windspeed is 1 m/s, and the outdoor X3.1.1 This test method is performed for both pressuriza- temperature is 8°C,thus meeting the specifications of 8.5. tion and depressurization. Detailed, step-by-step calculations X3.3.3 Ten pressure difference and flow measurements are are given for pressurization only, and the depressurization made between 10 and 60 Pa,thus meeting the requirements of calculation procedure is summarized for brevity. 8.10. X3.2 Site Data X3.4 Pressurization Data X3.2.1 Single-story house with a ceiling to floor height of . X3.4.1 Measured Pressurization Data—See Table X3.1. 2.5 m. The house is located at 600 m above seal level (E). X3.4.2 Calculations: X3.3 Checking Test Limits X3.4.2.1 Because this is a pressurization test,the measured X3.3.1 Section 8.4—The product of indoor-outdoor tem- air flow rates through the flowmeter are converted to flow rates perature difference and building height must be less than 200 through the building envelope using Eq 2. This conversion m°C. In this case, the building is a bungalow with a floor to requires the indoor and outdoor air density,calculated using Eq ceiling height of 2.5 m. The indoor-outdoor temperature X1.1 and X1.2. ° 0.0065•E\5.2553 293 difference during the test is 13 C. Multiplied together, these = 1.2041 1 - (X3.1) 0 o Pin- ( 293 (Tin+273) temperature differences give 2.5 m X 13°C = 32.5 m°C; therefore, this test passed. Substituting E= 600 m and Tin 21°C: • Copyright ASTM International 6 Provided by IHS under license with ASTM Licensee=UnNersity of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/14/2010 11:13.04 MDT • Ailk E 779-03 TABLE X3.1 Measured Pressurization Data Points TABLE X3.3 Logarithms of Pressure and Flow Data Points" Point Pressure Difference Measured Flow Through Point Ln(Pressure Difference Ln(Flow Through Building Across Building Envelope,(Pa) Flowmeter,(m2/s)" Across Building Envelope,(Pa)) Envelope,(m3/s)) 1 9.9 0.0568 1 2.3239 -2.8251 2 15.5 0.0741 2 2.7616 -2.5592 3 19.2 0.0844 3 2.9743 . -2.4291 4 25.4 0.1000 4 3.2486 -2.2595 5 31.1 0.1133 5 3.4495 -2.1346 6 36.5 0.1246 6 3.6062 -2.0395 7 42.7 0.1371 7 3.7620 -1.9439 8 45.4 0.1416 , 8 3.8231 -1.9116 9 51.8 0.1539 9 3.9540 -1.8283 10 59.9 0.1688 10 4.0984 -1.7359 A This measured flow is corrected for the temperature and density of the air A The number of observations(l4 is 10.The average of the log of pressure using flowing through the flowmeter and is the volumetric flow at the measurement Eq X2.2 is 3.4002.The average of the log of flow using Eq X2.3 is-2.1667. conditions. Initial pressure offset=-0.42 Pa 1 N (dP))2 Final pressure offset=-0.3 Pa SIn(dP)=N- 1 (In(dP);-In = (X3.6) Average pressure offset(dP,,,)=1/2(-0.43-0.3)=-0.36 Pa Outdoor temperature(To,,,).=8°C 1 z z Indoor temperature(T,)=21°C 10-i((2.3239-3.4002) + (2.7616-3.4002) + .... Wind speed=1 m/s +(4.0894-3.4002)2) =0.32397 X3.4.3.2 The variance of the log of flow is calculated.using 0.0065•600 5.2553 293 pin= 1.2041(1 - 293 ) (21 +273) = 1.119 kg/m3 Eq X2.5: 1 N • (X3.2) Sin(Q)=N-1 (1n(Q);-In(Q))2= (X3.7) • Substituting E= 600 m and To„r= 8°C: 0.0065•600 52553 293 3 10111 ((-2.8251+2.1667)2+ (-2.5592+2.1667)2+ .... pout= 1.2041(1\ - 293 ) (8+273) = 1.170 kg/m (X3.3) (-1.7359+2.1667)2) =0.121884 X3.4.2.2 Each Flow in Table X3.1 is multiplied by the ratio X3.4.3.3 The covariance of the log of pressure and the log of p„„fp;,,, for example, for point number 1: of flow is calculated using Eq X2.6: Qn-Q Pont =0.0568 1.119 =0.0593m3 (X3.4) 1 N (P;„) w 19) s Sin(aP)In(Q)=N ;On(dP),-In(dP))(In(Q),-In(Q))_ X3.4.2.3 Each pressure difference has the pressure offset of (X3.8) -0.36 Pa subtracted from it, for example, for point number 1: • 1 9.9-(-0.36)= 10.2 Pa (X3.5) 101((2.3239-3.4002)(-2.8251 +2.1667)+ .... + - X3.4.2.4 This results in the corrected data shown in Table (4=.0894 8 3.4002)(-1.7359+2.1667)) =0.198841 X3.2 for pressure and flow. X3.4.2.5 The data in Table X3.2 are plotted in Fig. 2. X3.4.3.4 Then n and In(C)are given by Eq X2.7 and X2.9: Following the method outlined in Appendix X2 the flow SIn(dP)In(Q)-0.198841 coefficient,C,pressure exponent,n,are determined as follows: " ,,,2 coefficient, 0.32397 =0.613 (X3.9) X3.4.3 Logarithmic Transformation-Table X3.3 shows the natural logarithms of the pressures and flows from Table X3.2. , X3.4.3.1 The variance of the logofpressure is calculated C=ex '"p("-'x)=exp(-2.1667-0.613 x 3.4002)=0.0143 sPd' using Eq X2.4: (X3.10) X3.4.3.5 To make the corrections to standard conditions the TABLE X3.2 Corrected Pressurization Data Points density and viscosity at both the standard and measurement Point Pressure Difference Flow Through Building conditions must be calculated as follows: Across Building Envelope,(Pa) Envelope,(m3/s) X3.4.3.6 The indoor density (p)was calculated above to be 1 10.2 0.0593 1.119 kg/m3. 3 19.6 • 0.0881 The reference density (p°) is 1.2041 kg/m3. 4 25.8 0.1044 The viscosity is calculated by substituting these values into 5 31.5 0.1183 Eq X1.5: . 6 36.8 0.1301 For indoor temperature of 21°C: '7 43.0 0.1431 p 8 45.7 0.1478 o s• ' 9 52.1 0.1607 1.458 x 10-6(21 +273) 1 o 60.2 0.1762 u= 110.4 = 1.817 X 10 (X3.11) l.+21 +273 Copyright ASTM International 7 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/142010 11:13:04 MDT • E779-03 For the reference temperature of 20°C: p"l 1.038 6 f Q°=•Q(\Pont/ =0.0503(1.061) =0.0492 (X3.17) 1.458 x 10 (20 +273)o k 110.4 = 1.813 x 10-5 (X3.12) X3.5.2.4 Each pressure difference has the pressure offset of 1 +20+273 0.3 Pa subtracted from it, for example, for point number 1: X3.4.3.7 The air leakage coefficient is corrected to standard 9.3-0.3 =9 Pa (X3.18) conditions with Eq 4. X3.5.2.5 This results in the corrected depressurization data \ / )I_e for pressure and flow shown in Table X3.5. The data in Table 1 I Co=C( I o X3.5 are plotted in Fig. 2. Following the method outlined in /1.817x 10-s ax0.613-1) 1 047 (1-0.6131 Appendix X2 and shown above for pressurization data, the =0.1431 5) (1.204) flow coefficient,C,and pressure exponent,n,are determined as 1.813 X lU follows: m3 =0.135 (X3.13) X3.5.3 Logarithmic Transformation-Table X3.6 shows the s•Pa" natural logarithms of the pressures and flows from Table X3.5. X3.4.3.8 The leakage area is calculated using Eq 5, using a X3.5.3.1 The variance of the log of pressure is calculated reference pressure (dP) of 4 Pa: using Eq X2.4: AL=C„(2)2(QP,)1" z) `St(dP)=N 1 _E(In(dP);-In(dP))2= (X3.I9) 1 I =0.0135(1.204)2(4)(0.613-0.5) 10- 1 ((2.1978-3.39)2+(2.6294-3.39)2+ .... +(4.0433 -3.39)2) =0.012264m2 =0.36330 = 122.64cm2 (X3.14) X3.5.3.2 The variance of the log of flow is calculated using Eq X2.5: X3.5 Depressurization Data ,,2 I N X3.5.1 Measured Depressurization Data-See Table X3.4. (�')=N- 1 (In(Q);- In(Q))2= (X3.20) X3.5.2 Calculations: 1 X3.5.2.1 Using E= 600 m and T =24°C: 10- 1((-3.0119+2.2675)2+(-2.27402+2.2675)2+ ...(-1.8516 0.0065-600 5.2553 293 +2.2675)2) Pin= 1.2041(1 - 293 ) (24+273) = 1.038 kg/m3 =0.14374 (X3.15) X3.5.3.3 The convariance of the log of pressure and the log X3.5.2.2 Using E= 600 m and To,,; = 17°C: of flow is calculated using Eq X2.6: . 0.0065•600 5.2553 293 1 N p°,,,= L2041(1 - 293 ) (17 +273) = 1.061 kg/m3 Sin(dill.(o)=N_ 1 (In(dP) -In(dP))(In(Q)1-ln(Q))= (X3.16) (X3.21) X3.5.2.3 Each flow in Table X3.4 is multiplied by the ratio 1 of p„/p0„r, for example, for point number 1: 10- 1 ((2.1978-3.39)(-3.0119+2.2675)+ ... +(4.0433-3.39) (-1.8516+2.2675)) =0.22848 TABLE X3.4 Measured Depressurization Data Points X3.5.3.4 Then n and In (C) are given by Eq X2.7 and Eq Point Pressure Difference Measured Flow Through X2.9: Across Building Envelope,(Pa) Flowmeter,(m3/s) S1n(dp)1i(Q) 0.22848 1 9.3 0.0503 n= a =0.36330=0.629 (X3.22) 2 14.2 0.0660 SlntdP) 3 22.7 0.0883 4 26.1 0.0958 5 32.6 0.1110 6 38.6 0.1238 7 41.5 0.1296 TABLE X3.5 Corrected Depressurization Data Points 8 47.9 0.1429 Point Pressure Difference Flow Through Building 1 9 53.5 0.1545 Across Building Envelope,(Pa) Envelope,(m3/s) 10 57.3 0.1605 A This measured flow has been corrected for the temperature and density of the 1 9.0 0.0492 air flowing through the flowmeter and is the volumetric flow at the measurement 2 13.9 0.0646 • conditions. 3 22.4 0.0864 4 25.8 0.0937 Initial pressure offset=0.38 Pa • 5 32.3 0.1086 Final pressure offset=0.21 Pa 6 38.3 0.1211 Average pressure offset(dPop)=th(0.38+0.21)=0.3 Pa 7 41.2 0.1268 Outdoor temperature(o0,)=17°C 8 47.6 0.1398 Indoor temperature(Ti„)=24°C 9 53.2 0.1511 • Wind speed=1 m/s. 10 57.0 0.1570 Copyright ASTM International 8 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from INS Not for Resale,04/14/2010 11:13:04 MDT II ' at E 779-03 TABLE X3.6 Logarithms of Pressure and Flow Data Points" TABLE X3.7 Corrected Logarithmic Data Points^ Point Ln(Pressure Difference Ln(Flow Through Building Point Ln(Pressure Difference Ln(Flow Through Building Across Building Envelope,(Pa)) Envelope,(m3/s)) Across Building.Envelope,(Pa)) Envelope,(m3/s)) 1 2.1978 -3.0119 1 2.3239 -2.8251 2 2.6294 -2.7402 2 2.7616 -2.5592 3 3.1075 -2.4491 3 2.9743 -2.4291 4 3.2490 -2.3676 4 3.2486 -2.2595 5 3.4743 -2.2203 5 3.4495 -2.1346 6 3.6456 -2.1112 6 3.6062 -2.0395 7 3.7183 -2.0654 7 3.7620 -1.9439 8 3.8619 -1.9677 8 3.8231 -1.9116 9 . 3.9734 -1.8897 9 3.9540 -1.8283 10 : 4.0433 -1.8516 10 4.0984 -1.7359 A The number of observations(N)is 10.The average of the log of pressure is 11 2.1978 -3.0119 3.3900.The average of the log of flow is-2.2675. 12 2.6294 -2.7402 13 3.1075 -2.4491 14 • 3.2490 -2.3676 C=expb'-".i)=exp(-2.265 -0.629 x 3.39)=0.0123 15 3.4743 -2.2203 (X3.23) 16 3.6456 -2.1112 17 3.7183 -2.0654 X3.5.3.5 To make the corrections to standard conditions the 18 3.8619 -1.9677 density and viscosity at both the standard and measurement 19 3.9734 -1.8897 20 4.0433 -1.8516 conditions must be calculated. For depressurization, the mea- • A The number of observations(N)is 20.The average of the log of pressure is surement conditions are the outdoor air conditions,which is the 3.3951.The average of the log of flow is-2.2171. air flowing through the envelope. X3.5.3,6 The outdoor density(p)was calculated above to be 1.134 k/g/m3.The reference density (p°) is 1.2041 kg/m3.The X3.6.2.1 The variance of the log of pressure is calculated • viscosity is calculated by substituting these values into Eq using Eq X3.7: X1.5: For outdoor temperature of 17°C: •S;,(dP)= 1 E(In(dP);-In(dP))2 = (X3.28) N- I ;_i • _ 1.458 x 10-6(17+273)°'= 1.798 x 10-5 (X3.24) 1 z P- 110.4 ((2.3239-3.3951)2+ (2.7616-3.3951) + .... +(4.0433 1 + 20- 1 17+273 -3.3951)2) For the reference temperature of 20°C: =0.3258 1.458 x 10-6(20+273)°•5 X3.6.2.2 The variance of the log of flow is calculated using Po= 110.4 = 1.813 x 10-5 (X3.25) Eq X2.5: 1 +20+273 1 N X3.5.3.7 The air leakage coefficient is corrected to standard Sin rQ)=N 1 E(In(Q);-In(Q))2= (X3.29) conditions with Eq 4. 1 2,-I I n 20- 1((-2.8251 +2.2171)2+(-2.5592+2.2171)2+ ....(-1.8516 Co=C(PPn) (PPo) +2.2171)2) 1.798 x 10-5 (zxo.rz9-q L061 (1-0.629) =0.12849 • =0.123 1.813 x 10-`) (1.204) . X3.6.2.3 The variance of the log of pressure and the log of n,3 flow is calculated using Eq X2.6: =0.117 (X3.26) s•Pa" 1 N Sin(dP)In(Q=N- 1 E(ln(dP);-In(dP))(ln(Q);-In(Q))= X3.5.3.8 The leakage area is calculated using Eq 5, using a reference pressure (dP) of 4 Pa: (X3.30) P„\z I 10, 1((2.3239-3.3951)(-2.8251 +2.2171)+ ... +(4.0433 • AL =C°�2 I (dP')� z� -3.3951)(-1.8516+2.2171)) / 1.204z =0.20268 =0.01 l7( 2 ) (4)(o.6z�-os) X3.6.2.4 Then n and In (C)are given by Eq X2.7 and X2.9: =0.01085 m2 Sln(dP)In(Q) 0.20268 = 108.5 cm2 (X3.27) 11= S -z 0.3258 =0.622 (X3.31) In(dP) , X3.6 Combined Pressurization and Depression Data X3.6.1 Measured Data-The measured data is given in C=exp(5-"11. =exp(-2.2171 -0.622 x 3.3951)=0.0132 Tables X3.1 and X3.4. (X3.32) , X3.6.2 Calculations-Table X3.7 shows the natural loga- X3.6.2.5 To make the corrections to standard conditions the ; rithms of the pressures and flows for both pressurization and density and viscosity at both the standard and measurement depressurization. conditions must be calculated.For the combined pressurization • Copyright ASTM International 9 • Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale.04/14(2010 11:13:04 MDT i • LOY E 779-03 and depressurization calculations,the measurement conditions In=Sn T(95%,N-2)=0.001252 x 2.306=0.002887 are the average of the depressurization outdoor air conditions (X3.37) and the pressurization indoor air conditions. X3.6.2.6 The depressurization outdoor density (p) was cal- Iln(c)= Sin(c)T(95%,N 2)=0.004310 X 2.306=0.009939 culated above to be 1.134 kg/m3. The pressurization indoor (X3.38) density was calculated to be 1.119 kg/m3.The average of these X3.7.1.4 This means that the probability is 95% that the densities is 1.127 kg/m3. The reference density (pc) is 1.2041 pressure exponent n lies in the interval(0.610,0.616), and the kg/m3. air leakage coefficient C lies in the interval: X3.6.2.7 The depressurization outdoor viscosity was calcu- (C•exp-4"°,C•exp''^°')=(0.0143exp(-0.009939), lated to be 1.798 X 1.0-5 kg/m•s. The pressurization indoor 0.0143exp(0.009939)) viscosity was 1.817 x 10-5 kg/nrs. The average viscosity is ,n3 1.8075 X 10-5 kg/(m•s). For the reference temperature of =(0.0142,0.0144)SPd (X3.39) 20°C, the viscosity is 1.813 X 10-5 kg/(m•s): X3.6.2.8 The combined pressurization/depressurization air X3.7.1.5 To estimate the confidence limits for leakage area leakage coefficient is corrected to standard conditions with Eq requires an estimate of the variance around the regression line (Eq X2.1) at the reference pressure difference (dPr): 4. )2n-1 i P 1-n • , Co=CGT. Sin(�(In(dPr))=Sn(N lst(dP)+(In(dP,)-In(dP))2)1 (X3.40) /1.8075 x 10-' (2x0.622-I) 1.127 (I-0.622) =0.0132I 5) (1.2041) substituting the appropriate values gives: 1.813 x 10 3 / 1 =0.0129 sPcC (X3.33) Sin(cl(ln(4))=0.001252I 10 0.342397 + (In(4)-3.4002)21z X3.6.2.9 The leakage area is calculated using Eq 5, using a =0.002610\ (X3.41) reference pressure (dP) of 4 Pa: and the 95% confidence interval in the estimate of In (C) `, using Eq X2.1 at the reference pressure, dP,., is as follows: . A(•=C0lr 2 I2(dPr)(° z) /in(o(In(dPr))=SIn(C (In(dPr))T(95%,N-2) (X3.42) 1.2G41 1 =0.002610 X 2.306=0.06020 =0.0129I/ 2 1 (q)(o. % 6zz-os> / X3.7.1.6 The 95 confidence interval of the estimate of the =0.0119 m2 • leakage area AL using then is given by the following: = 119 cm2 (X3.34) AJexp(-IIn(c.)(In(dP,.)))= 0.0126exp(-0.006020) =0.0125m2 (X3.43) X3.7 Estimates of Confidence Limits • X3.7.1 Pressurization Confidence Limits-The 95%confi- A,exp(IIn(c')(In(dPr)))=0.0126exp(0.006020)=0.0127m2 dence limits for C and n are below.The variance of n is given (X3.44). by Eq X2.10: � 1 A(,exp(tl„(�(In(dPr)))=0.01226 exp(0.05965)=0.012334 S = 1 (5ow)-nSIn(dP)In(Q) 2 (X335 (X3.45) nSIn(dP) N-2 ) ) Therefore the 95% confidence limits for,AL (0.0126 m2 or 1 0.1218-0.613 X 0.1988 1 126 cm2) are (0.0125, 0.0127) m2 or (125, 127) cm2. =0.3244( 10-2 ) =0.001252 X3.7.2 Depressurization Confidence Limits-The depres- X3.7.1.1 The estimate of the variance of In (C) is given by surization confidence limits are calculated the same way as for Eq X2.11: pressurization, with the following results: X3.7.2.1 The 95% confidence interval for n is (0.619, ( NI 2 z 0.638). dP; • X3.7.2.2 The 95 % confidence interval for C is (0.0119, S,n(c)=S„ (X3.36) 0.0127 m3/sPa"). z z z 1 •X3.7.2.3 The 95% confidence interval for AL, is (0.0109, =0.001252( 2.3239 +2.7616 + ... +4.0984 \z . 1 10 I =0.00310 0.0113) m2 or (109, 113) cm2. / X3.7.3 Combined Pressurization and Depressurization X3.7.1.2 The confidence limits for In(C) and n require the Confidence Limits-The combined pressurization and depres- values of the two-sided Student distribution (T(95%,N-2)) surization confidence limits are calculated the same way as for that are given in Table X2.1.In this case,(T(95%,8))=2.306. the individual tests,with the following results: X3.7.1.3 The 95% confidence interval for n and In (C) is X3.7.3.1 The 95% confidence interval for n is (0.580, then given by Eq X2.13: 0.662). Copyright ASTM International 10 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 , No reproduction or networking permitted without license from IHS Not for Resale,04/142010 11:13:04 MDT c 10 E 779—03 X3.7.3.2 The 95% confidence interval for C is (0.01.19, X3.7.3.3 The 95% confidence interval for AL is (0.0121, 0.0146 m3/sPa"). 0.0144) m2 or (121, 144) cm'. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard.Users of this standard are expressly advised that determination of the validity of any such patent rights,and the risk of infringement of such rights,are entirely their own responsibility. 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Individual reprints(single or multiple copies)of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service@astm.org (e-mail); or through the ASTM website (wwwastm.org). • • • • s I - Copyright ASTM International 11 Provided by IHS under license with ASTM Licensee=University of Texas Revised Sub Account/5620001114 No reproduction or networking permitted without license from IHS Not for Resale,04/142010 11:13:04 MDT DEC 182015 { TOWN OF BARNSTABLE EEEEy A iF�TION Map '3 Parcel 0 3 Application#2 1 V S ` 51 Health Division Date Issued /2-23-.ig- T i_ Conservation Division Application Fee D QD Planning Dept. Permit Fee/ I 3Com Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 1/ 9 A7'6'rg/CY 6AMe Village —4 -- 4 rba S ,\0 1 e Owner it vc.e: /('l Cue. • Address ,SOX (9-I2- G iA-r o11vr42 0Z6J7 Telephone 4/7 'YS.' YSY,S Permit Request /Z'c/otiet /-,,- 4 A S'otc✓./LL, i-ema J /Z, 2 W, u-f Reecia .e S>',e/i1S Ant L -(2 ad Mf ,so" frOrrei2 dA1Jl /Sr FttrorZ. /0o1.4az1L f /, kr i/tA,. 11404or. Only. Square feet: 1st floor: existing 77/ proposed Q71 2nd floor: existing '1Y proposed ‘Elf Total new 0 Zoning District LC- ;-- Flood Plain /1/A Groundwater Overlay Project Valuation .f 01 Sol) Construction Type ,fc3/dt�-vAt._ Lot Size 41 J-4O Grandfathered: ❑Yes ® No If yes, attach supporting documentation. Dwelling Type: Single Family I Two Family ❑ Multi-Family(# units) Age of Existing Structure 9 g Historic House: ❑Yes ® No On Old King's Highway: ZI Yes ❑ No Basement Type: ❑ Full ❑ Crawl 3 Walkout ❑ Other Basement Finished Area(sq.ft.) 2-&0 Basement Unfinished Area (sq.ft) 7// Number of Baths: Full: existing / new L Half: existing / new / Number of Bedrooms: existing _new .2. 6Lofam.-G 1) Total Room Count (not including baths): existing new S First Floor Room Count I Heat Type and Fuel: ❑ Gas ❑ Oil 1Electric ❑ Other Central Air: ❑Yes [S'No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes FNo 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 Vlo If yes, site plan review# Current Use siDC SAL. Proposed Use QIfiCL ,o L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number cQ -7G-0-‘9d17 Address /of License # Y'f V 'N!a r°on., M.o ai-af Home Improvement Contractor# /.2(<787 Email �.,oe P. eivea/zeLa . God Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO O.v Sife el-Ai/a(f G'L SIGNATURE �� DATE /A-/64 I J _ i '. FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAR,/ PARCEL NO. ' r• • t ADDRESS VILLAGE • OWNER DATE OF INSPECTION: FOUNDATION - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. l M 1 y t. Structural Response,LLC Phone:978-866-4249 30 Shedd Lane,Chelmsford,Ma 01824 Email:snelson@structuralresponse.com Structural Engineering Report Client: GMT Home Designs 100 Waverly St., Unit 7 Ashland, MA 01721 Site Address: Cook Residence 119 Bayberry Lane Cummaquid, Ma S.R. Job # : 15211 Work Performed: Engineering for framing as noted in residential addition cry =TE 1.0 STRUCTUM1 V No 0.0457 4 lPIC Date: Dec 17, 2015 Prepared By : Scott E.Nelson,P.E. Structural Engineer License#41457 Page 1 of 7 Structural Response,LLC Phone:978-866-4249 30 Shedd Lane,Chelmsford,Ma 01824 Email:snelson@structuralresponse.com Assumptions & Design Criteria 1. Building Design Code Reference a. Massachusetts Residential Building Code—8th Edition 2. Building Design Loads Used a. Dead Loads i. Roof Framing -15 psf ii. Wall Framing -15 psf b. Live Loads(Per ASCE 07 and Mass Bldg Code 8th Edition) i. Attic loading -20 psf ii. Bedroom loading -30 psf iii. Floor loading -40 psf iv. Rafter loading -30 psf 3. Design Criteria Used a. Deflection i. Total Load Deflection -L/240 ii. Live Load Deflection -L/360 4. Specified Materials a. Misc.Members and Posts(if specified) i. Sawn Lumber: Spruce Pine Fir#1/2 ii. Engineered Lumber: 1.9E MicroLAM or Equal iii. Support Posts: As Noted Page 2 of 7 AI A-10 3b'-0 5/8" 5'-8" �•2'-10"•�•2'-1Q" ----1.-11 1/16'-up 8'-4 UP ►'- 8'-49/18" • 1 O 0 -.-1 $ ■ ■ . i . `fl . z Y � 5' q lib k'r '° Pipe Column or 1r1 _m 3"Schedule 40 '^ • * HSS4x4x0.5 Steel Tube. Carry or stack -$ on similar basement column on new 2x2x12" '� Concrete Pad or Approved'Equal ' iii y s ,,:� Neu,steel columns as required for new beams `am « z m ,iiimminiaiimmimmila\ m m m ,— N 1New W8x40 Steel Beam(Flush Frame) 1 M ^ New W8x40 Steel Beam(Flush Frame) .1 7- n .c <I , UP ■ Q O ¢ f l t t p i A d1 fV \J , . air , , 1 - + 1T•b 1/2 b'.b Kr .4. 6'-31/4"— .6.— —4'=', -14" 0. tjtl f _mommini,_!i.NMI f•___11111111L!M l li_t•_ _i.Inlit.t_''''''''"I_aaa1ana. i t .3.-101/8" _Y-$3/8 /4-f- 5',2" 014 V-61/8" ate 6'-31/4" 5'-23/4"-- ' 12'-10 112" 20'4118 •-•2'-8"• A 36'-0518 A-10 A( F'RoPOsEv FIRST FLOOR CEILING FRAMING PLAN -13 NOT TO SCALE Page 3 of 7 it I BOLT BLOCKING TO BEAM WEB. COORD W/ JOIST 1 t LOCATIONS l( , t. 1 STAGGERED GERED• g 4 1 i • A • 1 4 I 4 i • ---)' NEW 3" STD PIPE POST OR HSS4x4x0. 25 TUBE STEEL COL. CUT AND RE—HANG EXISTING JOISTS. \I y \(, A As I . .,...., EXISTING SUPPORT GIRDER TO REMAIN . • .--1;,- . . . . , . .. .4. - .. : , •., Structural Response LLC REV. NO. 1 STRUCTURAL REVISIONS if k www.structurakesponse.com 30 Shedd Lane Chelmsford,Ma 018'24 119 Bayberyy Lane • Cummaquid, Ma BY:SEN CHK:SEN :7-816..6-five2:7;:te) S Tc41,..4 oWAM ELEVATION sotelson@stnicturatraponsecont JOB: 15211 DATE: 12.17.15 SK1 ! , THRU BOLT BLOCKING @ 24" 0.C. STAGGERED W/ 5/8"0 A407 BOLTS ( OR APPROVED EQU L / 1 CLG. JOISTS LAPPED AT WALL TYP. - NEW W8x40 STEEL BEAM WITH I SIDE BLOCKING HANG FLOOR JOISTS ,...._,-..............1 i NEW STEEL POST EACH SIDE SECTION - RECESSED STEEL HEADER lAff BLOCKING Structural Response LLC REV. NO. 1 STRUCTURAL REVISIONS i 30 Shedd r,::: 119 Boyberyy Lone Chelmsford,Ma 01824 Iresponse-com Commoquid, Mc Scott E.Nelson,P.E. — 978-8664249&hone) snelson6i4structuroiresponsecom ST4gcbipE AM SECTION JOB: 15211 BY:SEN CHK:SEN DATE: 1 2.17.15 SK2 e,j G 1 Cook. Structural Response, LLG lk Shitel ° 30 Shedd Lane ,��. i OOt ee Chelmsford, MA 01824 978-866-4249 +ioeskest By tea,» 4 • • • • f 1 4 , + 4 M 1 • 4 4 4 f # * 7 4 4 2 1 4 4, 4 t 4 t 4 4 9. 4 4 1 4 ! R 4 4 4. ! * 4. 3 4 4 4 • 4 4 7 4___ L.%., 6%11 44; 1 I • f t 4 . i - }_ I . C443".a t i 1 * y -- .r 1 / i 4 1 e e" y`'$ 1 tit i f 4 - 4 . ; . eL� pry-- #, .,. l t I 1 a 4. 1 . 1 ‘feett Itiou.....4i 1 4 V . )((j I ! — I• _ . _ r I ll If V I: C A P" P"I 17 I - .. i I g A Ar X Y-ii TO/15e-- ,/,-.47-6---_ A-— . . 4 1 ,. 1 I t t 1 1 i MAIM/ Page 6 of 7 Project 15211-scats Scott Nelson Location:(28-1) Structural Response,LLC lag/e/: Multi-Loaded Multi-Span Beam 1 30 Shedd Lane (2009 international Building Code(AISC 13th Ed ASD)1 Chelmsford,Ma 01824 A992-50 W8x40 x 15.0 FT SttuCale Version 9.0.2.5 12/17/2015 10:51:16 AM Section Adequate By:13.7% Controlling Factor.Deflection DEFLECTIONS Center LOADING DIAGfRAM Live Load 0.26 IN L/683 Dead Load 0.18 in Total Load 0.44 IN U409 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria::U360 REACTIONS A E Live Load 7350 lb 7350 lb Dead Load 4913 lb 4913 lb Total Load 12263 lb 12263 lb Bearing Length 0.95 in 0,95 in BEAM DATA center Span Length 15 ft Unbraced Length Top 0 ft --,__ _16ft— Unbraced Length-Bottom 15 ft STEELPROPERTIES W8x40-A992-50 UNIFORM LOADS Center Uniform Live Load 980 Of Properties; Uniform Dead Load 615 ptf Yield Stress: Fy 50 ksi Seam Self Weight 40 ptf Modulus of Elasticity: E= 29000 ksi Total Uniform Load 1635 plf Depth: d= 8.25 in Web Thickness: tw= 0.36 in Flange Width: bf 8.07'in Flange Thickness: tf'= 0:56 in Distance to Web Toe of Fillet k= 0.95 in Moment of Inertia About X-X-Axis:' tx= 146 in4 Section Modulus About X-X Axis: Sx= 35.5 in3 Plastic Section Modulus About X-X Axis: Zx= 39.8'in3' Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.21 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio WBR= 17.62 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 7.21 ft Nominal Flexural Strength Wl safety factor. Mn= 99301 ft-lb Controlling Equation: F2-1 Web height to thickness ratio;: h/tw= 17.62 Limiting height to thickness ratio for egn.G2-2:hitw-limit= 53.95 Cv Factor: Cv 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 59400 lb Controlling Moment: 45984 ft-lb 7.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 12263 At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Req'd eliaddild Moment of Inertia(deflection) 128.42 in4 146 in4 Moment: 45984 ft-lb 99301 it-lb Shear: 12263 lb 59400 lb NOTES Page 7 of 7 March 15,2007 Robin C. Giangregorio Town of Barnstable Zoning Enforcement Officer 200 Main Street Hyannis, MA 02601 RE: Cape Wildlife Center Dear Ms. Giangregorio, We are writing to you to express our serious concerns surrounding the existing damaged and deteriorated fence, which separates our property at 119 Bayberry Lane and the Cape Wildlife Center at 4011 Rte. 6A. Please find enclosed copies of our letter to various parties and town officials. Thank you for your assistance. • ce ely, ruce McCue Kathleen Cook 119 Bayberry Lane P.O. Box 212 Cummaquid, MA 02637 ISvk�tia :Zi tld 61 8411.537, 3 4-t1 d'',:W it fil�v l s IE...r4 �C Y. � v -.RR M a J S y[:V t Vy" wvLt� 1 etY�. -.1 t.q. � {s-+' r t �� i,..:: '� �"f: -a d �x" 5.� .y s 3-y-ae +...� R'` 'acy �. '�, s�i March 15,.2007 Jeffery Lauzon Building Inspector 200 Main Street Hyannis,MA 02601 RE: Cape Wildlife Center Dear Mr. Lauzon, We are writing to express our serious concerns with the state of disrepair of an existing fence, which borders our property at 119 Bayberry Lane in Cummaquid,with the abutting Cape Wildlife Center,4011 Main Street(Rte. 6A). We wish to file a complaint and ask you to please investigate our concerns. As you may be aware,the Cape Wildlife Center plans to hold wild animals in cages on their property. In order to do so,they are relying on the existing fence to protect and shield the animals from the public. At this time,the fence is rotted and damaged over the entire length. Several sections have blown over during winter storm winds,while other sections are in peril. We are alarmed that this has created a public safety issue and • liability to the town(which abuts the fence at the end of Bayberry Lane). This fence most certainly does not provide enough protection for the young children who live on the street and frequently play in the area. The condition of the fence is not adequate enough to keep them from entering the area where the animals will be held. In addition, as shown through the enclosed photos,there appears to be an illegal"dump"on the property,which contains discarded building materials as well as rubber tires. Furthermore,at the end of the fence,within feet of Flax Pond,there is another"dump" area. If you would be kind enough to investigate these issues we would be greatly appreciative. Thank for your time. erely, `�— , ruce McCue Kathleen Cook 119 Bay Bayberry Lane P.O. Box 212 Cummquid, MA 02637 Cc_:Zoning Enforcement Officer Site Plan Review Coordinator ` . .� yg�m� '`.... a .-...4•' ..0;. :trp' 3r�:�. .y t` �rM'i,,'.` gam„ >� `. "*"}`"'�,-:_ �.t-a �'tt'"�s�xl l'L,}� „y'�m"`C. '� �,a:_;..a � ' t�. -;741°`F r "fix-. M.q 6y z a .r R� 'we`r-0. "?�.k i x ,p5,- 1 ' ''g:" �ik y,.,y,. t •<, s �, a` :-a-n t t is 'E.a] s s. e. • March 15.,200T 4 w. 4 Burns_&.Levinson:LLP° 125 Summer Street Boston,MA 02111 RE: Cape Wildlife;Center Dear Attorney Kelly, Thank you foryou letter of January 12,2007. In this letter-you state that.HSUS would be maintaining and repairing the existing fence: However; as you can see by the enclosed photos,the fence is totally rotted and beyond repair. At a meeting held last night by the Old King's Highway Historic District Town of Barnstable,The Cape Wildlife Center presented a plan for additions and alterations. It was stated by Mr. Fearn,the Director,that their intention was to replace a small section of the fence abutting out neighbor and then utilize the removed sections to repair sections of the fence abutting our property. He also stated that they planned to do the work "themselves",instead of hiring a professional, in order to save money. With all due respect;this is unacceptable. The fence, as it now stands, is beyond repair as a result of rotting wood,termites, ageing, and storm damage. Sections have fallen onto our property and several other areas appear unsteady as well. The existing fence will not • adequately provided the screening and security required for the planned cages that will contain wild animals. Moreover,these cages are expected to be placed within feet of our property. This proposed plan, in addition, will not provide sufficient protection for the young children that live on Bayberry Lane and frequently play in the area. Your letter of January 2, 2007 also states that HSUS expected to "get started in the spring if not sooner"yet, at last night's meeting, it was said that it may take up to one year before this is to be addressed. I can assure this fence has no life left in it. Finally,Mr. Feam's letter addressed to neighbors that the property"will remain well fenced",which is clearly not the case. We ask that you please contact your client and urge them to make the replacement of the fence a top priority. Mr. Fearn vowed in his letter that-"it is our goal to be good neighbors". This is a promise that needs to be honored. Please call me at your convenience if you have any questions. Thank you. erely, Bruce McCue Kathleen Cook 119 Bayberry Lane Cummaquid, MA 02637 cc: Building Inspector, Town of Barnstable Zoning Enforcement Officer Site Plan Review Coordinator , L1 BURNS & LEVINSON LLP DENNIS J. KELLY t 1 617.345. 3436 DKELLY@BURNSLEV.COM January 12, 2007 Mr. Bruce McCue Post Office Box 212 119 Bayberry Lane Cummaquid, MA 02637 f Re: Humane Society of the United States Dear Mr. McCue: Thank you for your letter of January 3, 2007. We looked into your concern about the condition of the fence separating the HSUS parcel from the abutting properties. We can report HSUS has every intention of maintaining the fence and making repairs as needed. This intention applies to your abutting property as well. While the schedule for replacement or repair as needed is still a work in progress and will be subject to any number of exigencies,we understandthatthe organization expects to get started with such a program in the Spring if not sooner. We further,understand that the fence separating your property is definitely in the mix. We hope you and your family had a nice New Year. Should you have any further questions,please feel free to let me know. Sincerely yours, 41410,09177') Dennis J. 41y DJK:ar cc: Robert Fearn,.Director Roger A.,Kindler, Esquire • . • . 01093832 .1 MASSACHUSETTS Hi RHODE ISLAND DISTRICT OF COLUMBIA _ -r <� 'd€''i'�`2kw x- ��s >.�- ,� t,tyl�,.: ,,t �f rt "T�a^ �4 n _ '�.x�s�'� c .�� '+3h �. �j" 7„ .r g+ �}W t� A _ I. r sty X ,t,,t�'0r4..,,, ;'i 7„ ,.y .7-• r- ".- z a-'T."L,", � `fix . z. T'w,-•-.. s "�d.- t y^a s '-f• v X-� r+ x.,^, S5< ,} 5�'�ffir i+ �'... '—s. -'®�® 11 a'l -d a7'^'$. fan y 4' ^E 4t .,�.t> .r-""� » sr^ .�s-'9.""c- K r , Ij '10 l .. �' .w+9 k swX�,S..: 5`T- A ; r -.s+.^. �Ia .Y .�_ _,<., t bs'$,�N br' S .3*�hP h F !`{l 5r tF < °:,r x ,r l Y ,� +Y'•.7l" 1e+43 'S .}' s xs.^ a � 4s.l�" e-..L.t .o,, ea �.i a'=(t�'.> w.»•t �v� ,xt -ram �.,,'x�z,,,,•w.y. �y�v�5.4 �8 e v d ; .. K F - 5 �. -'tom i+ -u -5 S.. -*Meador tam ear DNeighliors I F West8af�iabla:�u-02668 .1 1 508-362:-0111: I anrwntingto inform.yoUthattheCape Wildlife Center'has purchasedthe- Kelly Property-at4011:1vfa i Street,Cummaquid_Iwantto take:amonientto- Fic 508-362.0268:. share�with you.the plans-forthe property,.allay, any:concerns-you might have, ;,.. and share some:literaturre:that will moree fully inform you_aboutthe Center's oapewUdOfeC eaetdGnk:uet work:.The work we do is,.in our belied a kind and charitable:mission:that • improves-the quality of life for all"who live-in our community and calls upon the Working with_ best nature of our shared humanity: and for'WIIdlife Please:know that itis.ow-goal-to be-ggood-neighbors..We are relocating the Center to Cummaquid to upgrade our.operations. Those-of you with published phone numbers have already received a phone call from me.and I will continue: to make myself available to each ofyouto discuss our plans and operations,a Who we are: The Cape Wildlife Center is a program of the Humane Society of the United -States,.the largest animal protection non-profit in the world.For the last 11 years we have operated a wildlife hospital and wildlife health professional r' - training center in a residential neighborhood in West Barnstable. What we do: 4',, We admit injured and orphaned wildlife to our hospital,with the goal of releasing them back to their home range;no animals are released on site. Currently,we admit just under 2,000 animals per year.The animals admitted are cared for by a full-time Vet and full-time Vet Tech/Rehabilitation Manager who The Humane Society supervise local volunteers and students.The students are advanced Veterinary FA of the United States Students,Vet Techs, Pre-vet and Wildlife Biology majors from around the country and the world. They live on-site for 3 weeks to several months: We also II 2100 L Street,NW offer classes and seminars to small groups of professionals and pre-service professionals.This education mission is our primary purpose;it is focused upon Washiogton,,DC 2003I advanced students,not the general public. Indeed,except for the occasional open house or lecture,we are not open to the public. Only animal rescuers, 202-452-1100. .fellow wildlifeprofessionals,our students,and volunteers are permitted on-site. www.hsus.org Impacts: 44 rfti. We will petition toplace a small historic sign gnat the driveway. We need to be easily located,butthe.Center is not a tourist attraction. It is in the animals' best Promoting the interest to be isolated and quiet.The property will remain well fenced.There 1> r' • protection of will be outdoor holdings for animals on the property,but we believe our patients all animals i. A program of i I t 1 I i) '1 OF THEUNITED ATES s. DESIGN/BUILD GO. I qr THE RENDERINGS ARE FOR VISUALIZATION PURPOSES ONLY-MAY DIFFER SLIGHTLY FROM ACTUAL ; encore , it i%s:a„(y: �r,`. %oe '>,.S': ,Yi."r -afil ta, H <- ;,4."�, cil Q ;K S DESIGN REMODEL ...................................................._:....::... %. " „ , ia11= _'; ;max -e£j �,)i ;' ,,.has ,";e "N, ,Pg )<` st,;/ '•s,,- m ' a N Y eit, ,7,` co .2 ems.-„%4 ;S, .s. `::r' ;« 4' ,a';3' ' f .R 'mot;=x k",.-. 'I'll,:- �( =3 cii.'�r .—Q�y „m � CONTENTS TABLE O E t s p «'s6 I v�x { ,y. :-, . -« t ££££. :?,' e.' .. } - Sass'-";>. a e :t. ',°4"»r•L•' A-1 TITLE PAGE V..,, ;f; ...< if .k.: . A-2 EXISTING BASEMENT PLAN 7�.4.4_ # ' „ . ,, �' 3�. '?,�:, .';; ;c. ' ENGINEER A-3 EXISTING FIRST FLOOR PLAN `.m ', . '1; tztv '"' '. A-4 EXISTING SECOND FLOOR PLAN = ��- "' '" A-5 EXISTING ELEVATIONS EXISTING FRONT LEFT RENDERING PROPOSED FRONT LEFT RENDERING (hS'" "`ta'*','uft,� A-6 PROPOSED BASEMENT PLAN • 5GOTT NELSON,a 8664249P P.E. A-7 PROPOSED FIRST FLOOR PLAN p, - .,- 1'E - A-S PROPOSED SECOND FLOOR PLAN '� or` e "_•��;� l;�-.�,�. .�"� 4 . ��,� ,., - _ :' k $t t : P¢ I.t,*> .,. PROPOSED SCHEDULES KITCHEN LAYOUT `s-)`~ .r1 -, 'F'',,: ,--.e qS. 1 AND INTERIOR ELEVATIONS2. >-••74� ' rev LG 9�£9;(�'�y ` A-10 PROPOSED FRONT AND RIGHT ELEVATIONS I,' ,.g _, : .. , :-',_< _ � , :. :Y-:„7 :sue A- PROPOSED REAR AND LEFT ELEVATIONS i f :,,.:;o }Ns! : ,- A-12 PROPOSED SECTION AND INTERIOR ,7 _ s', ;°° _ f==e W RENDERINGS 4`� ' ,_:d; „, .. A-13 PROPOSED FIRST FLOOR CEILING FRAMING 'a-, , •' ••• , , , W • A• ;�, " " 1 ' r' Ott' x ,... � . r PLAN t. „ w ' Via,.; - " PLANfla4 *AP —4 E-1 PROPOSED FIRST FLOOR ELECTRICAL • E-2 PROPOSED SECOND FLOOR ELECTRICAL EXISTING REAR RIGHT RENDERING PROPOSED REAR RIGHT RENDERING PLAN ~ SCOPE OF WORK' s _ : ' . G' w • s- I;'z ; - ._a fir_ _ ': „�:= _ `,,z>P,`x" ,. w, 'r"s J ' 1:7*-A' Yam ` "'rx"t :f: .. '. -« .."_" S"` - ''Y' 1- REMODEL EXISTING 3-BEDROOM HOME "., " ,. .,, 'm W - f ,, i t s o <LCO RECONFIGURING LIVING SPACE AND =.414. 5 �:' REGONFIGURI L ,�-' �; =�:'x<e �'3 ;�` SL f� C•/� WIDENING STAIRS `;,,, _ _' ;°� _._. ,, ;, " 51 • i ,� , ev Assumptions'CO < cg Design Criteria ` --.. ' ;-.",`` 4" ", O in . W ;n" ,o + - X Z W Cm 7: Building Design Code.Reference �: :;,��% "S;; - ; - tic V s$ •.4._, .-- _ ' LI J O B ding Desig ells de Reference Building Code-2f Edition ' s• "� 'Fart >x,', j - ,_ :; -, . _ l4 = ,� pt 8 �em c J I— y o ..B Deg Load !Ands Used EXISTING FIRST FLOOR OVERVIEW _, PROPOSED FIRST FLOOR OVERVIEW V a Q+ a. Dead Loads Q I. Roof Framing -IS psf Q *5 W to ii, Wall Framing -1$par to W )- V g h. Live Loads(Per ASCE 07 and Mass Bldg Code`i1b Edition) W Q Q s 1. Attic loading -20 psf wY V m X I— IL Bedroom loading . -30 psf 0 V ? iU iii. Floor loading -40 psf V W 'v - g iv. Rafter loading -30 psf PROPOSED SITE: 119 B YB Y L N • oIX i. 'total Load Deflection -L,300 > ii, Live Load Dct7ectian -i.OtiO ..., ".-s«^-",, �3y+i� ai'iD`i �l t,iY 4, Specified Materials 1I�, ,,, �v t a. M1lisc.�lembcrs and Posts{ff specified) t3" t;, g,,,y; • SHEET: I. Saa•o lumber: Spruce(nine Fir;Y I!2 >` „_: � . iL Engineered Lumber: i�14 R'IicroLA�l or Lgual �'.frs+°" hi Support Posts: As Noted ; r _1 DESIGN/BUILD CO. 5. Tg 11 C N O 3 ' w �1� ¢ L O II T 1 — a Y r �J u m N O G W O C ui O 36-1 13/16" n Demolition Note: Remove all demolition ENGINEER and construction debris from site , ( Sr- - — — 7 I I IN ~ I 1 SCOTT NELSON,P.E. I 978-866-4249 2 EXISTING YVALL SCHEDULE �I IN GARA FT GE I — 1 L.I ) Remove drywall and insulation from ceiling : EXISTING CONCRETE FOUNDATION WALL o — — — —Iin garage and unfinished are in basement ® EXISTING 2X4 EXTERIOR WALL t- ?� l� Z _ I r - - - � • Z al EXISTING 2X4 EXTERIOR WALL,DEMO-ED 1 I i, I I' I L EXISTING 2X4 INTERIOR YVALL i ti I I I f 4' I N EXISTING 2X4 INTERIOR WALL,DEMO-ED Remove exterior m, ? I I I Z trim on door A N I v UP co 1111 0 1 ill 0 I Gut ceiling for plumbing access -= Z SPECIAL NOTE: '7 in .�'i I BASEMENT 2 L ALL EXISTING INTERIOR DIMENSIONS ARE FROM m a • 300 5Q FT below proposed Powder Room N r • PLASTERED SURFACE TO SURFACE l i. ■[1 • ALL EXTERIOR DIMENSIONS ARE TAKEN FROM tt i / t EXTERIOR WALL SURFACES TO EXTERIOR WALL g II t I I I SURFACES WS , I W ALL PROPOSED DIMENSIONS ARE TAKEN FROM .o zl�1 L J I w STUD TO STUD UNLESS TAKEN FROM AN EXISTING -, 1 WALL. IN THAT CASE THE DIMENSIONS ARE FROM 401 W FINISHED SURFACE TO STUD. I 1 N 20'-11 5/5" 15'-2 3/16" 0 u, • 36' 1 13/16" f v t- N z Z iu cn n w Z el t w _ } < c ✓ F- K x co A EXISTING, BASEMENT PLAN . Z W gi rx umf I Q V Cr x lLi I- 111 v o v > W = w O rZ rr w m SHEET: .. A2 DESIGN/BUILD CO. rit.""-4'fr, .:43*4'-''4;. , ,,,, -;.',1'„ ',:l 4'S:.,,,,i",4' '''''''7:4''''''',.141: +14141, _,1 ,'-'14',., ,'-;'''Zi':4:4, ,l'' :eiriet i/4" ,,, ,, ,:l="27- ,,,,;=:::4L, '7,),"i; 'I . c .") '''e, '-: ''*-leiiii'-:'-',e'•' : -::., ,t.,-v,,-„.....',..."7.:'f.,,,, _„ ',::.,-- '',2-. .. s � ero -i0 .e,c;,-,,,,,:-,r,,,f7-::,i,k,-0,,,iv..1':i. ,. .:!,,,g::44 .14,,-,,,r61 474.,,,k,,,, A Ai ok,,,,,,,,,, ,, ,,,,1::,,,:iii,:;!:,,,,:tvo, ,,*,,i11,,,,,t,:li; - ,,,,,,,,tt.''''. It,5,:,', , A mtX-; - ..�... i „„ ... >,. ENGINEER EXISTING FIRST FLOOR OVERVIEW 1 EXISTING FIRST FLOOR OVERVIEW 2 SCOTT NELSON,P.E. 978-B66-4249 ' —'>-1-LANDING UP —Remove exterior trim on 3 sliders UFExi&TiNa}SQ FT 4 I EXISTING REMOVE I 1 ® -- Demolition Note: Remove all demolition to-—' 5 , I,.---L--�ftn•—mac '°''LLI �_e�" and construction debris from site i - 12,q„ _L �. 'Selectively remove dnyuall kom ceiling and walls as needed m ' 'Selectively remove wood flooring as needed 1 k I z OC I . o KITCHEN z. . 5 Remove kitchen cabinets,countertops - T-11/4" • and fixtures FAMILY IL rt EXISTING WALL SCHEDULE Gut kitchen of ceiling and wall finishes 468 5Q FT m � a �� aI zs „ 92"F.F.H. DZ m EXISTING CONCRETE FOUNDATION WALL (rEMn """ �0 W 89DSQ FT O — — — J Gut bathroom of ceiling,wall W S-' ) T W O. and floor finishes and ;, I BATH S -N (n I 7 Remove Interior walls between front and rear of house . • J ® EXISTING 2X4 EXTERIOR WALL ) 35 5Q FT, , f!� remove Interior walls zII— • ! T. �� ��,)-v 6'-1 1 2" j'-41i/8� /�. C• EXISTING 2X4 EXTERIOR WALL,DEMO-ED . �till) 6 + I'- f 1•1 ..-.� ./'.ti WN I 4068 REMOVE' EMOVE JEXISTING 2X4 INTERIOR WALL y72r- Remove corner built-In i Lt. 'cV 5' 1 I ~ Gut bar closet and j,�,,,,,,� u�,,,�,,,,. , - - s i ; w EXISTING 2X4 INTERIOR WALL,DEMO-ED —� in "a= Cut openings for reconfigured m remove Interior walls � j �/ Remove built-In's I Kitchen and Dining room windows 4 •" - / , 1r f N ( Gut bar closet and o � // I R I SPECIAL NOTE: . _ remove Interior walls ' CLOSET t'%j Remove stairs :o mI.( -u O ALL EXISTING INTERIOR DIMEN510N5 ARE FROM , ♦ in `1 in 1 PLASTERED SURFACE TO SURFACE ! DINING • ��.+35Q P� m LIVING 7 w I;;' p E. ALL EXTERIOR DIMENSIONS ARE TAKEN FROM \ 180 SQ FT L . REMOVE n, .��U- 266 50 FT m Q Z m r EXTERIOR WALL SURFACES TO EXTERIOR WALL / �/' ��/�� ( ` J z W SURFACES L. I�-�L' N W 4z O 1 ALL PROPOSED DIMENSIONS ARE TAKEN FROM nin s1� W = < E STUD TO STUD UNLESS TAKEN FROM AN EXISTING E- r 4'-11" 6'-3 1/2" 6N.6" .' 6'-6 1/8" 6'-3 1/4" 4'-10 3✓48 1L WALL. IN THAT CASE THE DIMENSIONS ARE FROM I I I — I v 4 q FINISHED SURFACE TO STUD. w <` 5' ~`'' a= z ]G w Q R REPLACE REPLACE EXISTING REPLACE 'EPLACE W j r Q tY V j L363 —.- Q X - j Q u V > o ac -CA EXISTING FIRST FLOOR PLAN tEt o _ SCALE: 1/4 = 1 -0 SHEET: • -3 DESIGN/BUILD O.\ g 5 VPIAW, „ ,.5 ''.- 1,4 41 lf.' .-..'2 ltil•Al-ttlfti rt... .g,,, ,-; 8' ',1 410,f , ri 4' tit„it:0, i ,.. ;,..,..,„„....,, ,. , ,,...: , ,.., „,,, ,_:„.„., ,..., „,, i„,:4 0 IF ,„,,,,cok 4 m t-r!4",..tz...-- d,r14 1 s r a> � r� i.- i -..o"'rt''-:Ot '',I'll''a tt t.- ' lgtt,l' 1 A''t:1 t tttl:t,' 'a' ''a:;r ,r,i t..3 (Ai:Ai'- rt,',14--Aif.-;;I.t lc - ,,,,',.,': .#,',:--;':'-A-'!- - '''' i �F it.:... � '� .:-.... �. t mom+ am?� a - °. ENGINEER EXISTING SECOND FLOOR OVERVIEW 1 EXISTING SECOND FLOOR OVERVIEW 2 (I�„ , era SGOTT NELSON,P.E. Cut openings for new 978 86b 4249 Bathroom window and reconfigured Master -T_ I [� _ _^ '—, 443w — — — —1 Bedroom windows I(_ b'-31/2 -� J'' .v4" ° > -13/a"�'\./ f ( 1/2„ ��Demolition Note: Remove all r o�i - GL w SeleiTt ively remove dn�uall fromlQ9 ceilinand walls as needed fy Z demolition and construction debris �1 Gut Closets and , "Remove stud walls as needed - Zs) O from site remove(nterlor walls 'Selectively cut and remove wood AMASTER BDRM flooring as needed BEDROOM ' V 1 15 512 FT o 1GL. 167 5Q FT :'Y Ill 55/!j W77 faQ ?. '-5111 f�' l- EXISTING WALL SCHEDULE 84"F.F.H. ,,,/ 1 'I I \I 2'-- TR, '-7 /2" - II v EXISTING CONCRETE FOUNDATION WALL I I r -k1 i'; „/ate/ u.II u�,,,. Z O w ` n7 p'vh REMOVE w, REMOVE virii�.noiuuo�invrrrriiiniamiiiiaoii000.�r...sy gym: EXISTING 2X4 EXTERIOR WALL �� J I I r- M y\�� C o I I I 5 l— — w 1 I I I,w _ -Q1 11'-q„ HALL k _ �: } EXISTING 2X4 EXTERIOR WALL,DEMO-ED �1 I r y a 5'b 1' \' Gut Closet and !, X � remove Interior walls I • EXISTING 2X4 INTERIOR WALL w (�' 1lY�TH ( �� a= 2 �•� m '' H Gut bathroom of �- . N BEDROOM (lw t- W 4' +4' .y w... i . l . EXISTING 2X4 INTERIOR WALL,DEMO-ED ceiling,wall and i� 70 SO FT J %% J w 14b SO FT W j ill. 4. _,, � �pl-v 14 for O W floor finishes _j � % /f N Tz �qGE. A,,,._...,-t 1 /j1 , 66-1/2°Ht.of Kneewall SPECIAL NOTE: q f r ` ''� , 12 5 1/4" �L ALL EXISTING INTERIOR DIMENSIONS ARE FROM ,,,n„ter,, nry,,,,ryr` / �/ , PLASTERED SURFACE TO SURFACE r mryry ry UJ () o ALL EXTERIOR DIMENSIONS ARE TAKEN FROM Q V 1— r EXTERIOR WALL SURFACES TO EXTERIOR NA / Z Z to tr1 SURFACES ATTIC F IliW Z.N 01 go ALL PROPOSED DIMENSIONS ARE TAKEN FROM 231 SO FT w J d STUD TO STUD UNLESS TAKEN FROM AN EXISTING ���� Q H r ID WALL. IN THAT CASE THE DIMENSIONS ARE FROM V d C p �[ Q FINISHED SURFACE TO STUD. T W � ' 03111 N m Q 03 3 r4 V W f F Q Vcrx iii d Q 1.- W v o (A \EX,5TIN& SECOND FLOOR PLAN " `' ' w m W SHEET: . A-4' • DE51GN/BUILD CO. • c m m a 8 w Q.o • I •ri —t 1='-. o 1. ,amxrx 1 We:.. :•:•:s: :h,�^,,�.' 1� p windows as Indicated ,- � s�11IIII . .>,•. ., .6:YhWiM19lY.Yfx'_XYw:' �l } : .. .....�:.- . ��. r�:� �a '.� :YJJlYffxfh:Y:.•.: ::: s:::::::IhW Re lace �. .•._,_, • µ_me �,. t....... ........... ENGINEER W � '• "•"'•"•"••'�"•••• " Remove all sid nd exterior window trim •n" i�rl lllll� •' In a s'o- ,,, ra.,�,,<•.tu Replace windows as Indicated � ■„ ■■ , , ■■ VAYNrr h ass ... ¢sss a as Remove all siding and exterior window trim ,.,. .... :::�:: hYxM:Y SGOTT NEL50N P.E. . .„ .. ... .. ..: YhYh::::Yfffh 978 86b-4249 ..........• JLYh:Yxf CO / gt, z , VI Z EXISTING FRONT ELEYTION �B EXISTING RIGHT ELEVATION _5 SGAtLE: 1/8" = 1'-O" p�_rj SGA�LE: 1/8" = 1'-O" • LU J U-' Gut openings for reconfigured Cut opening for new v Master Bedroom windows Bathroom windowoc* Z IC f { ,. : Replace windows as indicated J z...L....1 j...:27....-=-.......z.7 uu ion%:: ••��: ■u■I■ :11GL�GIY H W a�a ��a�'.❖❖:•�• aa� l a�� �rrr� Replete windows as Indicated W I I ---- / ",•„•' -���••.---. i' . -, Gut openings for new Kitchen EMI � 5 :w►fY�}�YYYIII / �. fs5;3 j and Dining room windows 0 WfM / �rw�.. ^i-� as 40 Y::Yh:1R / I d Remove all siding and exterior window trim X :Y hY ::Y, YdYfhY� 3 - f_/ in it..,.. ........... fh4 iniiRemoveallsiding and exterior window trim _;-. �. s,.` -- z W.IIIIIIIIII t� 71 9. .: f vcsi 4lllllllt...ATRATX: nlllniiliiinf' -hiR{Y: :.I 'i'- ..ii. Z z W cl1 r r — =�I� N W z N o. re € • Z J O a w I 4 E z o a � Q � 3 G�EXISTING REAR ELEV TION D EXISTING LEFT ELEVATION _5 / SCALE: 1/8" = 1'-0" • A-�j 5GALE: 1/8" = 1'-0" v • ry ca IL SHEET: A-5 DESIGN/BUILD CO. 1' , m ii .o 0 o22ioo e ,„ W Nf.fl `I c T mrr -r_i a - O u m t 2 W p . C 3b' 1 13/16" BASEMENT NOTES !............................_.. Garage Door: One standard white raised panel,electric- I " operated overhead door 1 I ENGINEER Insulation: R30 batts with vapor barrier in garage and r - — — -I 0 0 I I t.... ''" ^ '`" unfinished basement ceiling -t- I .a.,�o ... — 1 I O\ Drywall: Patch ceiling in finished basement and install new I I I scow NELSON,F.E. _ ? - .118-866-424R drywall with 5/5"fire code as required for garage and w�1 I unfinished basement ceiling !�! GARAGE NNE "�Mt.., 701542 FT Electrical: I kr R30 batt insulation with vapor barrier in ceiling Basement o I and install new 1/2"blueboard,painted - One outlet and low voltage wiring for garage door r I I -i 0 a - Six keyless lampholders I I .umph,a Z r 1 a 1 I Note: With new stairs -� being framed in above PROPOSED V4ALL SCHEDULE N 11 I I 4' I adJustframing above n W (L these stairs as .^ _I 'I I 0 I needed. y/ I-,- EXISTING CONCRETE FOUNDATION WALL New exterior trim on door I O Z — — . + j 1 BASEMENT a- UP IDtol ® ala-. EXISTING 2X4 EXTERIOR WALL alu 272 SO FT I �,o � O I. l ..,...L.....= a OC W Patch ceiling for E ' EXISTING 2X4 INTERIOR WALL � co� I!'i plumbing access X 1 w Ea r i PROPOSED 2X4 INTERIOR WALL 1 I below proposed I a; n Cl I Powder Room I H .o ~ SPECIAL NOTE: v �,I W I ALL EXISTING INTERIOR DIMENSIONS ARE FROM PLASTERED - + F I N SURFACE TO SURFACE L J ALL EXTERIOR DIMENSIONS ARE TAKEN FROM EXTERIOR WALL - SURFACES TO EXTERIOR WALL SURFACES IC ALL PROPOSED DIMENSIONS ARE TAKEN FROM STUD TO STUD • 20'-1 1 5/8" ..-. 15'-2 3/18" 0 in UNLESS TAKEN FROM AN EXISTING WALL. IN THAT CASE THE DIMENSIONS ARE FROM FINISHED SURFACE TO STUD. 36'-1 13/16" • I V cv fb z X alm ~ a w = aWg0 E Z w la j a °� m5 -a (APROPO5EP BASEMENT PLAN W '' -b SCALE: 1/4" = 1'-O" o v Cr X w . f I- al0 ca v > tu 0' IZ cc ce m • SHEET: A-b DESIGN/BUILD CO. .� a--a • _ :, �s �'"y,lei j' ' xz., !ice ArY d S sir` t - � � ° 't:"� • �. ,'^ i c ci o c. } 4,...joit,„,„ %J W.',' /: II s t w NQ� ..,,::: ;;1 ' z''''' '4;14C't": t'A',,,•'/,______AtAzzA• ,4,,,,' ;'0,,ttill•4- -4 i; 4) 4' ,,, . ._ ._ ii;F:',„,tfVffr 41,1 "!:,:API:2*Ce"fi';" 49/034 'in 'VI',' ,i4(!zd'!*'' :4 1 litiii D ... ,.r ,. ENGINEER PROPOSED FIRST FLOOR OVERVIEW 1 PROPOSED FIRST FLOOR OVERVIEW 2 A ' SGOTT NELSON,978 866-4249 P.E. INTERIOR NOTES -Kitchen Countertops:To be selected A 12 Tile:Tile flooring in hall and half bath by owner - :,' floors.Tile on kitchen backsplash. -Underlayment to be 3/8"plywood at 5'-3" 2'-10" 2'-1 tl" T-11 1/16 , liw 8'- " .Up �I 8'-4 9/16" YNood Flooring: tile floor area �� LANDINGslk 0 4 uPEXI ING 14 FT- G EXI ING -1Nhlte pine flooring toothed-In to match -Interior painting to be two coats of _ ® ® - _ • existing where removed on first floor, finish on pre-primed wood and one i floor to top RO a'v' sanded,and finished with three coats of coat primer and two coats of finish on IZi,REMODELS r KITCHEN (n FLOOR:HDWD ■'. polyurethane.Finish main stair treads in unprimed wood.Primer and two coats refer to note - V i - I WZ same manner.-Refinish all existing of finish on drywall walls and ceilings. i- THIS KITCHEN LAYOUT, x APPUANL 5 ETC.15 Q areas on both first floor Paint all of first floor. I P• I SUGGESTED ONLY AND REMODELED GREAT ROOM , I I.L MAY NOT ACCURATELY SO FT Dry.mall:%"drywall on walls and Finish Hardware: To be selected by „— REFLECT IT 504S Q •TY •S� EL _ DESIGN TTHEF IT IS THE RESPONSIBILITY OF ceilings as needed taped and sanded owner 4 _ m + ENLORE'S KITCHEN 92"F.F.H. to ,1, DESIGNER TO Lii nt 8 il, f1 Ii COORDINATE FINAL FLOOR:White ine floorin toothed-In to match ' •A sir Interior Finish: Closet Shelving:To be selected by �r:I LAYOUT AND p g N V IOINsrw.wnoN wrtH THE existlng where removed on first floor,sanded, DECK-Interior doors to be b-panel solid core owner Pet 21 I 0,-moo and finished with three wets of polyurethane w 89 SG FT O •Refinish all existing areas on 1st floor masonite Toilet and Bath Accessories:All toilet iii —1 interior trim to be 3-1/2"FJP Stafford and bath accessories furnished by m 3,�„ q .in , O casings with 5-1/4"FJP speedbase. owner and installed by Encore v• 7044 111 i ^-9 v �/-Stair Parts:Oak newels and railings Mirrors:All mirrors 42"tall by the width m I j m iU Q_with primed pine balusters.Treads to be of each vanity/pedestal with polished ' �I I "'II red pine with poplar skirt and risers. edges fumished and installed N 4' 2'-2 13/16' ?INWall n i- 13'-8 1/2" tu -Kitchen Cabinets:To be selected by Appliances:Furnished by owner and Det 2 ? _ A-13 UP 11'-b 1/4"owner Installed by Encore O to wD b r i CID� Y FmPROPOSED YVALL SCHEDULE iv . DINING ,�`\ a13'-8 1/2" in I W03 m 186 SQ FT ` � q-q P►"wR ),I STUDY O W NO S '- FLOOR:HDWD 92 34 5Q FT - f o _� FLOOR:HDWD T EXISTING CONCRETE FOUNDATION WALL refertonote FLOOR:HDWD Z Z W m — — iv D02 refer to note In w Z (�V N 3 I 5 4 H W 44 p C 8'-8 13 - �2'-t" w = J (1E ) EXISTING 2X4 EXTERIOR INALL _ Q m Z �, CL. 1 I- j N O v •\D031,90 U J -1 T-8 /2" I I 6'-b 1/8"5, b'3 1/4"--_'+_—4' ',` " Q ,V[' a/ Q EXISTING 2X4 INTERIOR IMALL in � �_ �_ r iiirZ W �+ i I PROPOSED 2X4 INTERIOR YNALL �� FxI TING W M Q < t 3'-10 1/8" 1 V m ~ 7'-8 3/8" mii 5' P" 6 6 1/8' b'-3 1/4" 5'-2 3/4" t> V cr z tii 12'-10 1/2" 20'-b 1/8" 2'-8"t► < I .-M Q SPECIAL NOTE: A I-- LLt v m ALL EXISTING INTERIOR DIMENSIONS ARE FROM PLASTERED A-12 36'-0 5/8" v j > tu SURFACE TO SURFACE O lY 14 ALL EXTERIOR DIMENSIONS ARE TAKEN FROM EXTERIOR WALL SURFACES TO EXTERIOR WALL SURFACES d til ALL PROPOSED DIMENSIONS ARE TAKEN FROM STUD TO STUD A PROPOSED FIRST FLOOR PLAN UNLESS TAKEN FROM AN EXISTING WALL. IN THAT CASE THE SHEET: DIMENSIONS ARE FROM FINISHED SURFACE TO STUD. A_-1 SCALE: 1/4" = 1'-0" DESIGN/BUILD CO. r!,4,,,,,,,i,,,,a1#,4M14.7:77000,7:42;i..r A*r;,1',4 W.m.$770,,-,%,.-v-- .IitI- yore iii, 7 ` ti , r ; ° £ 1� oso o1N d k y7 I. ry • ¢ Q qe� " d �° Afie ,4(, ;� w,- 1 a av � d O 5 zry "'""n05 " M d R �'d S Q 0l§ t 3ey1, 4 v ;:: �p — ENGINEER PROPOSED SECOND FLOOR OVERVIEW 1 PROPOSED SECOND FLOOR OVERVIEW 2 ilk,„..„.„„,,,,:,„, SCOTT NELSON,P.E. INTERIOR NOTES -Bath Cabinets:Master bath and hall A 918-6664249 Tile:Tile flooring in Master baths bath vanity cabinets to be selected by A-12 Including shower floors.Tile on owner 36'-0 518" shower walls,on hall bath shower -Vanity Top:to be selected by owner y p LJur 4 3'-4" ® b' 5'-11 1/2" 3'4" 3'4" ceiling. -Underia ment to be 3/8" I ood at GI W a e a Q Wood Flooring: tile floor area - (- •_ i 0 0 I z Red oak flooring toothed-In to match Interior painting to be two coats of floor to top RO 151/4° floor to top RO tS 1/4' b'-3 1/2" FED 7/8"— existing where removed in second finish on pre-primed wood and one 10.-5" I J 12'-T' o Z MASTER V floor,sanded,and finished with three coat primer and two coats of finish on I ry I BATH 1n ./ W coats of polyurethane un rimed wood.Primer and two coats ATTIC '° - 7 bsSct tL - ATTIC' . P y P 1B 5G FT I FLOOR:TI N :0 175o FT REMODELED / to 0_ -Refinish all existingareas on of finish on d ali walls and ceilings. it I n•a - `� 1 Q �"' g REMODELED D07 MASTER 3 second floor Paint all of second floor. a �� BEDROOM 6 BEDROOM ix Drywall:W'drywall on walls and Finish Hardware:to be selected by °s \ 158 5G FT - . 213 SQ FT I w 0 ceilings as needed and sanded owner CL. Do7 FLOOR Red oak flooring L O O 9tapedin so- \ 84"F.F.H. o toothed-In to match existing t '� where removed In second Durok:A"fiber reinforced Closet Shelving:to be selected by + FLOOR:HDWD / ftuui,sanded,and flalslied 15'-5 1/4" - V ..1 cementitious tile backer board on owner refer to n to with three coats of O t . ' polyurethane shower walls hall bath ceiling Toilet and Bath Accessories:All toilet ® r i�ALL Refinish all existing areas on 2nd floor 1'-10' Interior Finish: and bath accessories furnished by in D07 33 SOFT D08 — ~� W09 Ili IX Interior doors to be b-panel solid owner and installed by Encore m ='4 11 9' ry/nn/////4/��, FLOOR:HDWD "' D79 m I- a refer to note core masonite Mirrors:All mirrors 42"tall by the width � a >♦o Interior trim to be 3-1/2"FJP of each vanity/pedestal t- £ ED I I FLOOR:HDWD36"railing ty/pedestal with polished BA D04 ry refer to note woa N = Stafford casings with 5-1/4"FJP edges furnished and Installed ANN 75soFT speedbase. Shower Doors:to be selected by owner n-a FLOOR TILE s' " a-1119"—•I = o PROPOSED _ DOb ,,Dm5 m i- V4ALK IN sZ PROPOSED V4ArLL SCHEDULE �? — ""r° CLOSET • _ p in ° c CL. a 'TT SO 96-517 FT tij 0 o cv 10 sa FT t / ' 11.-7" ► Q V T- mrr4 f� / / / I_ / / / / / / / / / / / / / , 0 z 1 EXISTING CONCRETE FOUNDATION WALL - / / / /// /////// F- W Q 0 9 J Stacked Washer and dryer ATTIC / 66-1/2"Ht.of Kneewall/ w = J < E IIMMINIMMINIMI :::: : :: LL unit,confirm height as 239 5Q ceiling clearance Is tightizi CI ji L Ill )- An 1 I PROPOSED 2X4 INTERIOR WALL es g . 7/ , Q V w 3b'-0 5/8" 'C " .M eC SPECIAL NOTE: V 11-1 V ALL EXISTING INTERIOR DIMENSIONS ARE FROM PLASTERED A ill SURFACE TO SURFACE A 12 0 ' i ALL EXTERIOR DIMENSIONS ARE TAKEN FROM EXTERIOR WALL SURFACES TO EXTERIOR ALL SURFACES d W ALL PROPOSED DIMENSIONS ARE TAKEN FROM STUD TO STUD UNLESS TAKEN FROM AN EXISTING WALL. IN THAT CASE THE SECOND FLOOR PLAN SHEET: DIMENSIONS ARE FROM FINISHED SURFACE TO STUD. EA)FROPOSED - SCALE: 1/4" = 1'-0" A.13 DESIGN/BUILD Co. ALL REASONABLE EFFORTS HAVE BEEN MADE TO IN5URE THE ACCURACY OF THIS SCHEDULE. THE GENERAL 4CP8 CONTRACTOR SHALL VERIFY ALL{NINDOI"1f AND DOOR 5IZE5 AND LOCATIONS PRIOR TO PLACING ORDER. i —..''' floor totoprtc; Windows NINDONSCHEDULE Andersen 400 Series windows with clod white NUMBER LABEL FLOOR OTY R/O NIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS U-FACTOR , cr :n REMODELED KITCHEN exterior,pre-flnlshedwhite Interior,pennanenty N01 TN2432 0 2 30 1/8"X41 3/8" 29 5/8" 40 7/8" DOUBLE HUNG ANDERSEN 400 SERIES REPLACEMENT,TEMPERED GLASS 0.31 ;- .mo (n FLOOR: applied Interior and exterior grilles with spacer bars, NO2 TN2446 1 _ 5 301/8"X573/8" 295/8"56718" DOUBLE HUNG ANDERSEN REPLACEMENT 0.31 a ig p2 • refer tonote white screens and hardware as follows: NO3 TN2446 1 3 301/8"X573/8" 295/8" 56718" DOUBLE HUNG ANDERSEN400SERIES 0.31 z .`1Q� A I T. TT THIS KITCHEN pTwoTW2432doublehungwRhB/BgdlleaudNtempercd esement N04 TN2432 1 _4 301/8"X413/8" 295/8"407/8" DOUBLE HUNG ANDERSEN 400SERIES 0.31 '�J ,4:c.2 . NOS T1"12446 1 1 30 1/8"X57 3/8" 29 5/8"56 7/8" DOUBLE HUNG ANDERSEN 400 SERIES REPLACEMENT,TEMPERED GLASS 0.31 APPLIANCES.ETC.15 — (Q t'r I I SUGGESTED ONLY AND glass N06 TN30310 2 2 38 1/8"X49 3/8" 37 5/8"48 7/8" DOUBLE HUNG ANDERSEN 400 SERIES REPLACEMENT,EGRESS 0.31 = f O I -— MAY NO ACCURATELY N07 TW2032 2 1 26 1/8"X41 3/8" 25 5/8"40 7/8" DOUBLE HUNG ANDERSEN SERIES 400 TEMPERED GLASS 0.31 `-' m w o E [ MAY NOT ACCU PINAL First Floor REFLECT LAYOUT.IT IS •Nine TW2446 double hung WM 12/12 grilles:One In W 0 =y ® 11 ^ TNE RESPONSIBILITY OP rJtcnen,roarinelnlrLgroom.anerournswa/(oneln N08 TN30310 2 3 381/8"X493/8" 375/8" 457/8" DOUBLE HUNG ANDERSEN400SERIES EGRESS 0.31 e �m - --1 ENCORE'S DESIGNER study with tempered glass) N09 TN2432 2 3 30 1/8"X41 3/8" 295/8"407/8" DOUBLE HUNG ANDERSEN 400 SERIES REPLACEMENT 0.31 D 1 I3 ---:2. 1'"- COORDINATE FINAL N10 TN2432 2 1 30 1/8"X41 3/5" 29 5/5"40 7/8" DOUBLE HUNG ANDERSEN 400 SERIES REPLACEMENT,TEMPERED GLASS 0.31 LAYOUT AND •Four TW2432 double hung with Sib grilles In kitchen ��/1fj 1 —q 9 I �' INSTALLATION WITN THE Second floor I al OWNER. 8 O �. 1'I I -Five 7YN2432 double hung with 8/0 grilles,tempered rST•T•T•71 I - glass In boo bathroom wlndwq 1 -3'-b'-_ T� FNeWI00310aoHblehongwmarBgrines:TheeIn DOOR SCHEDULE _ " master beeroom end Rw In guest beeroom [ NUMBER FLOOR QTY SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS R - -One iYV2032In master DeDlroom n-a iI �- [ n_a D01 0 1 9070 108" 84" GARAGE DOOR TBD STANDARD WHITE RAISED PANEL ENGINEER a I [ D02 1 1 2668 R 30" 80" POCKET-6 PANEL TBD SOLID GORE MASONITE p I ' D03 1 1 2668 L IN 30" 80" HINGED-b PANEL TBD SOLID GORE MASONITE sr a a /rr. f _ ^ D04 2 1 2268 R IN 2b" 80" HINGED-6 PANEL TBD SOLID GORE MASONITE a `—4' 2'-2 13/1 bIr — DOS 2 1 2668 R 30" 80" 2 DR.BIFOLD-DOOR 3 PANEL TBD SOLID GORE MASONITE H DOb 2 1 16b8 L IN 18" 80" HINGED-T53250 TRU STILE DOORS SCOTT NELSON,P.E. f�- D07 2 3 2668 L IN 30" 80" HINGED-6 PANEL TBD SOLID CORE MASONITE 918-56614249 . DO8 2 1 2668 R IN 30" 80" HINGED-6 PANEL TBD SOLID CORE MASONITE KITCHEN PLAND09 2 1 2668 R 30" 80" POCKET-DOOR b PANEL TBD SOLID CORE MASONITE D10 0 1 2668 L EX 30" 80" FIRE RATED HINGED-DR CA)PROPOSED — SCALE: 1/4" = 11-0" • Garage Door One standard white raised panel,electric-operated overhead door Q l ) W Z Z 1'bIr 7n ' 0 • 2'-b"�2'-6" 3'-b 2'-b' 2'-8 1 cii �.�. i - 1 lb—am :, ..----, 0 5 rat . I r 4,4 , eJ I .EXISTING ova. — _ -� r l'i • ' p V � .�/� P—�� l � - L � �.,- N,- ^I I I l W . 1� � I J I W a. V W 1_'6" r rI„�. ►�!f �. "�F 3'Err 2r,h' I _3r 3,r h'3' 2, 3" 3 r rr 3,.1 f- -+I J 0 I 2-b 2'' 2'b" 2' 2'8 - - 3-3 3'-3" 3'-3" 3'-6 H 1 r Err 8'-7 1/2" F a Z 5'7" w 2 1 PROPOSED KITCHEN ELEVATION 2 PROPOSED ISLAND ELEVATION 3 PROPOSED ISLAND ELEVATION 0 A-I .SCALE:1/4"=1'-O" A-I SCALE:1/4"=1'-0" A_9 SCALE: 1/4"=1'-O" V 9'-111/2" 11'-9" f V• • t- n Q .Z co r- . 1 7 1 47 72 to Lulu Zc�V os fil u �CO�C▪ � n�_ � Iv n I Glass shower door p:_i-_I rm-ip_ —_.= i „ wosJ ( 1{ r Q °� fp vo, M . 1llo as 1 Mr7r-H I __•„=._==_,._ ... �w�I®. r 6 t::-;®L�— -- . eui 1'4 1/2" 1'4 1/2" 3'12" 4 3.1 b" 13'-31/2" 1 qr-•2' 10" I T 2" { w V > 7rrl -3'4" 1 3'6 1/2" II1'-b OrZtY 4 PROPOSED 5PROPOSED MASTER BATH 6 PROPOSED BATH 1 PROPOSED BATH SHEET: A-I POWDER RM A-9yELEVATION SCALE: 1/4"=1-0" • A-q ELEVATION A-I ELEVATION ELEV SCALE:1/4"=1'-0" — SCALE:1/4"=1'-0" SCALE: 1/4"= 1'-0" A.... ci DESIGN/BUILD CO. • w? • ' .y.,- - irx '". ,A '=' Exterior trim: will be Bodyguard finger-joint primed pine m ;Ms , a,� ;'m?, " ,,, .,. ``- u;; sized as follows: /^� c y cV o V " '' ',A.; R` fr ro ,t: .- -Kicks:1x12 kicks under doors I' [` ) I �1 4.3 �' •rAt`• <N r;, ,..,4;S;«• VS3f. ,•. -Casings:1x4 rabbetted casings on windows and doors 9 �,"� e c FC. '`. -5111:8/4 historic style exterior sills ( z— Y .,....... • ,,,..: ,,,,,„ , ..„.4., . „...„,:,,,...,,,,,;lir t .„„,. •,..4„,„ Ay- ::-.,f Exterior Paintlnq u m m o Noce ditt,? Prep,caulk and two coats of finish on all pre-primed wood a c a and one coat of primer and two coats of finish on unprimed3 p • wood. m, *-.4.44r**r,,i- ''" '-,011:41tir TV-f'f"*":41aViettl 414t-Seltrrj;t1.;;;;4;:(:.**,„„*Iie 3' '447.1 ' „- ',-,-,-__. „•_",-,,._--_,•,,,.,,.. .''' ....;-,. T.. ., ,, -,,,.-,_--,--- idewall:Dement-board Y"X b"pre primed ENGINEER ,e,;.,<r i � , clapboards on front with 4"nominal exposure �`f hM .��i=: mm'�"'�" m'%�.'ry yN �`' ' � .fit :.; FS . ry 1'lruri"rul Rnp,unr,l,t(' no" � ,.„°� ��; .__, ,�...� RR's - Amin � ,* underlay w i II ...,....,.,,u..�..� to the weathe overhousewrapWrier with ,>.--.-,•„�.....>.r.:w _�.,< ' ®ate.... .._-__.__. - aluminum drip on window and door sP.E. white ri caps rvo2 .� �- rro2 i CO 8-8Sb424g P -, . L,. headcasings.l ea !MEN.. .. 3 ® . O MM € - , . _ SENA-_ 0111. ` , , . :- n CI . ..• ... J ............ A PROPOSED FRONT ELEVATION U w A-10 SCALE: 1/4" = 1'-0" . 's" Q —� xA. ,'.` , ;;' r - ,,, ';,,_,-- In `s 0 = Exterior trim: will be Bodyguard finger-joint _< s. " 0 primed pine sized as follows: =; . ; s. e , tii O -Kicks:1x12 kicks under doors " ` "'?m"le'� ' ^' ` " .k-`-^',®° °= yx-, J n/ 1 Casings:1x4 rabbetted casings on windows :F' ,*,4':" m .2,a. »` " -, 'ram F {L ;rt ... tea_z� n and doors f, � 0��.;���y. .0, _ '. .N �_. •:,, F IL 5111:'8/4 historic style exterior sills ttl � 't.. u! Exterior Paintin r 'a "a, r ;,x,e,i V F' iw '.:": „ :t�; 4 r �c � �. y eta m-:ay. • Prep,caulk and two coats of finish on all pre- :,.:= ,,. :�jrkr,. ' .8„ ..: :_;: ,_ primed wood and one coat of primer and twoSZ - _` .�@ �:ya'H;-.., ;ar �sr;, ;'.�: _••w , coats of finish on unprimed wood. y /.. :x caiiks s- da:.; s :`,,.<' *,K, , t xli 4 yy .0::-,0`,,4 :::te ` 0 In 43 n„xV s ,kz;•..1 ---% SK 11N' N: faits "#"7 K+;F'"a: 1�^s:` alYkt:[x Stv ar. a ,u •�-'-::5-tea,:;- ,o- u� aa�.`,ra *u` Suas?'.at, :s�. s ti.j I V o Sidewall:White cedar extra grade factory _ `> - , ,,- x ,=n .7n,: :sy._ t < ttflrz single dipped in bleaching oil"Kennebunk" ; �;" " '. ��1�� O ; . ,.' .: ° , ;_ ' _ ': .. : ` ` Z x w 4D gray R&R shingles with 5"nominal -' ,;.•:i a: g 9 exposure to the weather-over housewrap "` " •-"® �rr`{{ r®I�gy�I�r` •Y � t '' 'W` W = ea °' underlay with white aluminum drip caps on w, 11111111,1 nim 54 , y' ,.<.'w;, ' a EXISTING F""_ _ v Q s. «'4s« ,.. :w,,xa` xsn, c sa», zw-,,,,, 'crA ` iip 'i :'u'wr Mx:,, 0 window and door head casings. t ',,t.'K-' Z W _Q . 'S• ?»� " sue.-a:�a. I" „ 4:z7. V3 a�s.e: a� �a ' �.#,`,••°�' ,' w �.r-z :� ,�",r�'E ` '��<`-t�.°.a; < CO M a xx ��a :a , v:g? a .�'`.:,. ce V co z t- o IYre 0 ED $PROPOSED RIGHT ELEVATION SHEET: SCALE: 1/4" = 1'-0" A._1 0 DE51GN/BUILD CO. sue--< Efc GP al �.3,,%a z x;.e": -, o µ „a, �i €�; - - ,� ¢ 4 t l�r 777 Q t ry�O Exterior trim: will be Bodyguard finger-Joint •x' u ° w "" ,*.i; « Y primed pine sized as follows: _t,$'/'• tf , 7 r ,M , u I a co -Kicks:1x12 kicks under doors t m a o c in -Casings:1x4 rabbetted casings on windows _. f ,' to %� 1oa-;f ;,'' ,9k',4' ,•;' ,4,,4"f,&_ ,. ;:,,, o ,- c and doors w q.:•hs , a�.'aaaa`- ��� �0 III ■der';w� •;a A Bill:8/4 historic style exterior sills . ;•� �,: wos�. f z'J• �e; wob• N:" R Exterior Painting < °lit III . €a wos I '��: i, .mac ' �®S;���`,%. 3" i,3-i n: ° - v �0� s •� J \. Pre p a . aaa �: 6,`1 'I%,:"::'_ e. e` .a p,caulk and two coats of finish on all re- • " 'ra„S,3* f,.aaa' .�Oaa:', C.,. �`s " 1' ;._, s. y, .lNl •. ._' -,'o-.';" Vim , . ';>", ,:c:.. - 's4t z• primed wood and one coat of primer and two "4 , ., ,e,. « coats of finish on unprimed wood. ,,, 3_,�, : .. - .;:r A,-..R-• "3 ; r" b •=+ •-3s9Yt4 'a�g«,T r, --'-- ac ' ENGINEER 'H ( 5 4 ( >---• x,.,'' , <"'0.'.;: ''• m i ss f:: r'w ,°b a V,, ,' ',. ''''',,,,,,,/'.'&0' 5ldewall:YVhite cedar extra grade factory >"=--�° .i ,r " <r,' :,."_QV.- , Semolina a.�a%n°,<.r.�.r �. �, m,z- �_�� y ��. �.�..�. �` Illy single-dipped in bleachingoil"Kennebunk'. ..;s . �;„=,a>i ; , :: ;v:u;:-.;.: 1 : '°_:x -! Am�'.'!UI11i 'Ill' - .. -0 - W04 - YV04 , : ,„ SCOTT NELSON,P.E. gray R&R shingles with 5"nominal (( .. � :� os,rc�." .."NF'; .I '• ;• .. 'F'�®' ;� '',, 978-bbb-0249 exposure to the weather-over housewrap . ,;";w2 :; Si' ii1111k#ii 0 ----e „ • underlay with white aluminum drip caps on EXISTING pr„ EXISTING 1 , , window and door head casings. ' 1 �`^ x "agx l ' • .I'f" ' " - nk • ,, ; tac °:' sw ::a AXIEL Q ' x �: a;,' 1 7F",.e:'" • .'ems ;. tee. . my�, �L e"4'R`. ajr° v\.3`U�' ••Z°.\=�u .Ye: „.� NZ u� . - x„ :,cgs. :�: %,'• 4.;Ss." m. �.'tiZ•. ".L •.'"3••:,r',' v.� J'•,': aT; W <. � -;.•_ ;-° A PROPOSED REAR ELEVATION A re w R �,- - - SCALE: 1/4" = 1'-Orr LL.1 J N W apa1 > ,<'';: .sue, _; -'-. W y, 1a: ,`i,4 : „ :ate, J te DI is z - ,, ', -� ,; Nil,. am' at- r Exterior trim: will be Bodyguard finger-Joint primed pine sized as follows: - ^ " ' ,, MOI:II i..'r-; ", -Kicks:1x12 kicks under doors F aF. =,inuar �: , `• -Casings:1x4 rabbetted casings on windows and doors,1xb casing on W . .^.. * '%• '' - - garage doors ., ;.,. r n' ,< „ ,,<,,_,.:-:,r•e AIM -Sill:8/4 historic style exterior sills _, -«.:.:_ "',-r- _,; -P, 4. Exterior Painting " " `r`"'• -` < '" „' ` -;WC".-• Prep,caulk and two coats of finish on all re- rimed wood and one coatSZ �.�<._ .- �� ,-a;�„ ;. of primer and two coats of finish on unprimed wood. > �- ,.,..„k'at .3 f z::: P•L'.. .4,: .>3 ,,g.,;,.•*;%.; :,,,,,'a2t:; ,, � z lU QO o .:.. " � « :.:,..x .'r. i 0 , „",�, � w"`''>�,,_:,,,;" : 1 �+ns ® i .s� ;'o,x,.,,,r, s 5idewall:YVhite cedar extra grade factory single-dipped in W N ov t'wfaUft5;Cac''911a^; ;1 , <inen "iiii`■iill'` }-2,.= bleaching oil"Kennebunk"gray R&R shingles with 5" W Q EEi . . .."-, .- ii :i�i i� ,,if- nominal exposure to the weather-over housewrapQ < Q underlay with white aluminum drip caps on window and Q tu p �, Q la j 13 �• :ate. -" .<: door head casings. in. W} (3 E sF v<,r a:, . id EXISTING°!u� \ '`..f :"•f0®D '''{III '. ,,,, R4 er X F- lik ` _= -,=z�a� ,.. .m' ': 3 L Y kA Ni.i�i }•k °" � W01 �,� Wp1 *.,• Q .gym i�{:x� c -. 2 /a, x-\ �.i`:^; 'a'`� .fir !me I•;.• i`,,.> ▪ iLl V n' .h~ Rt`:?!S' ,a, :.k,. ..' :\u - ° YT®© =®�i.i�a a° .. n v V h„:: -,,,,,"`k °,a•: '-1 �.•,.. 7, D01> ap}:ar; :=.� EXISTING ''�'� e q> Q w m ILI Ri . , e - Nr.• , ;; m ✓✓ PROPOSED LEFT ELEVATION y�w i, ;�• -:;�' :gym' 'we'.� ..�;�'`^* _ �'"' `. .+., r � >.�-.;;:,�e 4. y ,e�.�. - �, 'Z' 'an° r :' `' . ea .xi'=. ,... SHEET: .:tea. _ a ,_, °''e "-°- ... `'ts.a? ','. _. 3'ry» ., ? ''., `.: ::' ;x."= +� .. ,,,:? s �,4. '-`te a,..` ' ' ,;.emn'A.`'-':^ 4,-= :. '"A-,.,:':. �''`„ '- ,:4'S ':"` > :.-:,; Garage Door, One standard white raised panel,electric-operated overhead door ,,,,,=;, ,r•, . .=3. ,;t •. q ,' • '-''',--,,,-,.'z* 4 '.g...,2C,-..,.': -e, , • -, .Y,:',."',',s-...-,,,,-Ak.',4rt'll'''‘,.I`,„i A.1 1 _,�.< _ .. n�=,.. »: •� -.. , .,e,r»g .. ,_. .. •T3..vrt..rF. � - �..K R'�Y.d-N:3.�<::,"@.�, ,. •+e�.• s- < • .: ,,.r,.^,'Y ar,I.t.w+;,.,..,•,x.W.T ., ' DESIGN/BUILD GO. , a,5;; ,;,ys,<„s,,,,,. , ,r:•. ".a z;,nu,r-.wr-- .nw--v>rr ;rynnr-w...,xy :sv �;�.�.sr Fe...e, " ,,, ...... '.'iyf, i`y"'< <'1F.,.G"r`"` 1NTT': S"b,�'T'�' "'-'St ,. -rk.. • S ,C. �;-. dF.# Y >.�3'a <',e. 4 ,y -nB' ^ 0a:� si�' ,1 °all �':' .' � '"�, :y .�."�xa s Nu; S � ( "a 4/, {.� it Y c;aK` 2<3''x,�-O • • F J ;ftrx�f;:r .^`l �. .'ti, 'SQ�t�y 9�< %Y b , � xr'x .r p "�i=i.'✓`"";• '' f' to r xY f' ' F sl y{ �' T 1 m Sa p x G. tti y} /�ry s� it r°"S" w,a* O Ts<` �y N O g w`s x f' G p} '.S, '�. � Z Q�D loi - -a` ,. ,, xv'• 2si 't 6� £t T Va. �y `Y .,fir_ �- T p • Of* O R Trw.,k n t1%'% :�l rl s a/a:E ' frtttMi ��,< �p it tea++'noes era, fi� 10' - I j{qy{ ,L (,Qa' ✓.=.k',\ w�Sli sees"alr4M � .,®Ikil ,i' #!!r3 toms"gm t'' <+�< %fi R) �' � ..,< �y "'qua,tl�es � (� gmatt ■n�rs r+�as��: s? zh" _� :'tt`�1`' 9" .a., x� '; 4 f je„ rttirlrit �a �B dS:, t�g �4/ '�3'X 4 , .L K {{��, mm�w ,.,�„ rX'':%' 't �' (t it-' �'.� O 0111 c.,� x'Fv. '#S, �'a,',!„ pt�h'i•3 �� °te`. GYM 'a<f^' W i CI t I "!%/' 3 •i4+s, I—.. mow'! N fa.a..p' „� `. lif: 1.4pf..":-.t.;'',- is -,,,...",,•,: [ s, �, F4 i3• Si, _ itip %a ^fix= ` '. .;▪ 3 7 si, a as- � 'Mk, Rz � � i€Ia . s "y k.%d 1'.-w' ulf h ° ! r PROPOSED ENTRY RENDERING PROPOSED KITCHEN/DINING RENDERING PROPOSED KITCHEN/GREAT ROOM RENDERING ENGINEER 5 Nru ruf R ..x,,...,.,u „ry.� SCOTT NELSON,P.E. .� -,„<, 9T8-866-4249 SECTION R603-WOOD WALL FRAMING - � F"�"--�; if_ Rb02.3 Design and construction. a.{r,! %,,'-. 9 2X4 WOOD FRAME WALLS f Exterior walls of wood-frame construction shall be designed and constructed g.}€ ��� in accordance with the provisions of this chapter and Figures R602.3(1)and ,, ? R602.3.(2)or in accordance with AF&PA's NOS.Components of exteriorr . °' / /7j Q t:y: .^ walls shall be fastened In accordance with Tables R602.3(1)through �' ;' C 'V^7 R602.3(4).Structural wall sheathing shall be fastened directly to structural WALL®FLOOR WALL®GLG. ra: < V framing members.Exterior wall coverings shall be capable of resisting the (2K4) D41 Z wind pressures listed in Table R301.2(2)adjusted for height and exposure -,,,; K:f r • ` ' ,V �, _, ! 'u< ° :Fi_'"" - Z < using • Table R301.2(3).Wood structural panel sheathin used for exterior lug,; *" ° ' ',,`-' 4'f 1 walls shall conform to the requirements of Table R602.3(3). y' ;; / y /■�, JAMB OR SILL HEAD• ,,,ea .,,sii •'S"i.`,: of r't ''' z' %•— i i V ,c> YV09., t supportthesoleplate to a support at the at4) : -, a � . <,n <'t Studs shall be wntinuous from at o pp (2x4) -'? J�//;��// £;;`:;!'"" New stacked laundry unit, 4 4 <. .2,_; .". Doi.; ,t ; . al topplate to resist loads perpendicular to the wall.The support shall be a J 4 ,' ` "° ' ' -"` ` + "„ ' size for restricted height �- _ y foundation or floor,ceiling or roof diaphragm or shall be designed In31 - '1ai',v , s• 3kt = _ r4 ALL WINDOW AND ,�; a�,',,g '` REMODELED SECOND FLOOR:'; accordance with accepted engineering practice. • 1 `, - Q DOOR HEADERS `� �'-^, -S TO BE 2XD5 ,; ILI a,�„� #"`s-2 ,.;< ..,..`.` __ - - - _ tl r� y� j - ,:I., €: y< "<'iT F yr "'sY i•,C: HEADER(2.20) Y"<1`"%/,fiA" +'d3`x•' i' .,y< Exlsiing"'SflB.iflD r x,<st,r«" . ,Ilk. s,s?•s.••'• �j,^i :.'. Exception:Jack studs,trimmer studs and cripple studs at openings In walls j',,:,,,w New 2xfi Header, . that comply with Tables R502.5(1)and R502.5(2). cue back Boor naming to install new bea,nR in,gf ': ' z z r: , ,-' stud pocket In between windows N New W8x40 Steel Beam,flush frame '`,<• • -)„�4: ,�'y io. J W EL w FRAMING NOTES t i '' 'i,'": .u,,' ,:.. `,, , - � ,,T ,tt.: — — — 4.1 " R15 Fiberglass batt insulation w Y. tu Structural Steel:Two W8x40 steel beams flush-framed where middle walls are „° removed on first floor with steel columns as required. - -- -"--*^ r � ,x% ,;:.REMODELED FIRST FLOOR u 4�'„ •� - with vapor barrier N -,". is Frame: q = %-- ," :. a4 °"'` "� .�j4';..t; , R First Floor • IC .w1i�— =• ,4« , ..a•.,-,--,, =,' 1�1?ilit411111i`tl�lli"iitiVi1i'.)t'ifi€t'.sli'illiidtiii'i',till)fi!a:i!i'ifl'ili'itilli'lai€- ' ":iAli l? `4 ;:. - - ;3 "" `' R30 Fiberglass batt Insulation 0 in Exterior Walls—2x4 studs and A"CDX exterior sheathingwith headers as needed • =xl'm:,,,, ,_.,,(a.,,,-,_;.-, =zs� r' -- i w E - ;,;.k,: i. � O • .. �i•, ;Ls,I ;k, r`� _...,:;;,;` y..cf�i... withva vapor Interior Walls-2x4 studs 1b"on center as needed -:,,,I-A„ , "'o) " i + ,n l; , " ° -_vim, V Second Floor 4� ;. ' J < x ,, 1," a. Z r' r a r ,111-' -° "4 `:'4't" 5/5"Fire code dry.vall on Z W Exterior Walls-2x4 studs and A"CDX exterior sheathingwith headers as needed • .Y`"` : "`�F'°sn"r;,, ='x'• F •` � D,•., ,:�;,` garage ceiling in W Z eV o) Interior Walls-2x4 studs 1 b"on center as needed ....,..,,;.•?;,,,,,,'1EXISTING BASEMENT I,,!. :4 `' F ice,EXISTING GARAGE f-`` _"" ._' • w_ = E Exterior Trim '` ` " `` " "' =lw�'' ,,'. ;' y ' —r }w;;, ��;,. � jam_.; i _ 0 Exterior trim will be Bodyguard finger-Joint primed pine sized as follows: „Ix ' - ;•` Q RI -Kicks:1x12 kicks under doors F_ ,/, ,1'. , r i<. ta W Casings: 1x4 rabbetted casings windows and doors,1x6 casing on garage �" ��' •°'' VP:A14'1 .g• 9 9 9 9 g 1, ,:;- -- °•fie 1 tu V a -c doors - ,, •,.' ,. w • 1'a' ,t, , i.„ o V tT i iu -Sill:8/4 historic style exterior sills Q XI- Q New door and window casings will have VYGOR splines • v V V j w = w O re' Insulation: - d W -Exterior envelope insulation to be R15 fiberglass batts with vapor barrier APROPOSED SECTION A •Un-faced sound insulation in all bedroom and bathroom interior walls (.6%--12 • SCALE: 1/4" = 11-0" Si-FEET: / . _. A -12 • DESIGN/BUILD GO. PROPOSED FRAMING OYERYIEIAI RENDERINGS k ; „;„ :A ,, r ti ,•7000 l . nh See the attached structural �� r, ; J , 1 ��f y engineering report from r. . 1 f �o.„. ir ., f ,4 �i* r. Structural Response, LLG - r r • ��,r jj s �: � { Y c •. :3` �.� Y :' \ �; €E, a ��Lyy N m uai O `$F "' jf� �g '-r' ,,,_i lE 3 - 1. tit -' / 1� � "'wt ":: .- !"t-fs € >er, gg.sx. Q lJrb 5�� '.[ V54 *'s3 • 3• i� IT 3: FY L' :;f /, >.�Y a .5 ,43.E � J .y. °�• ,.., x ;ems. ,,, ENGINEER ., „ii,s ..>� �3•. '47 /'F '.tr's . ,s' 3r s` '� � �� � ..; W.> �°� � ;,:a: :,z�a.. 1 .....may. I\ tru rut '"''' ' FRAMING NOTES _ O\ Structural Steel:Two W8x40 steel beams flush-framed where middle walls are removed SGOTT NELSON,P.E. .. -00 I on first floor with steel columns as required. 0 /E" 918-Bbb 4249 —5'-8" 2'-10"+'2'-1 e" - T-11 1/16' Q.- 8'- " Up 8'4 9/16" Frame: First Floor UP - Exterior Walls-2x4 studs and W'COX exterior sheathing with headers as needed • " I I v� `�T` Ad Interior Walls-2x4 studs 16"on center as needed Q Z Second Floor stud_ pockets in between-new triple double hung windows Z Exterior Walls-2x4 studs and%"COX exterior sheathing with headers as needed u O Interior Walls-2x4 studs 1 b"on center as needed IL '- :t- ..^ Exterior Trim ► , w V Exterior trim will be Bodyguard finger-Joint primed pine sized as follows: o - Z i EXISTING FLOOR FRAMING Kicks:1x12 kicks under doors a 1.1 f. N m I -Casings:1x4 rabbetted casings on windows and doors, 1xb casing on garage doors Vet 2 W -Sill:8/4 historic style exterior sills A-13 New door and window casings will have VYCOR splines 3"Schedule 40 pipe column or HSS4x4X(l.5 Steel O tube. Garry or stack on similar basemen column n • on nevi 2k2k12"concrete pad or approved equal. v alII II "/ 0N I 0 r- �rr�i� I - � l r J N New W iv 8x40 Steel I-Beam,flush frame New V15x40 Steel I-Beam,flush frame cV F J 1 i: € New floor Vet 2 '. Joiststo han W t ,et r 111 A-13 o beam a _......... ... ... z F ._. --r- 1 / LVL's with n, L IN €} r' c Slmgspon x� ■ o m ffi p hangers < — • stud pockets in e " r ,F 0 in :.� i ' -'' a (2)1.f5 x 1.25 LVL along -r m o between new triple . > w m Y �g double hung windows o '- r Perimeter of stairs ,, o o 0 O ■ A II s E iliV r CV x ■r 4 x -E - a Gu-t back existing floor rit `^ ir in* Z Z to �= ._.. - t x15TING FL FRAMING Joists as needed fo y EXISTING llJ Z r t m , FLOOR new stair opening TING FLOOR FRAMING Z ..J O Si o / Ui I N m u ; I X(. ""t, i7.. . 1 _. . .,:::; "i '� 11 8'/:' b-61/: L b'-i 1/4" J uvi I 1 in _ I� - 4 U Y e, J 1 I �r w a �� N -A I. t _ - 0 - o 11.1 _ lQ f ,; L2 -s- tt� • .I -. I.-- T-8 3/8" 5'-•" b 6 1/8" 6'-3 1/4" 5'-2 3/4" w Q 12'-10 1/2" 20'-6 1/8" •.,.•2'-8"I. o V cr i F AA2 36'0 5/8" F W V o v V > . ix En O 0 tU =CEK PROPOSED STEEL PROPOSED STEEL ' A PROPOSED FIRST FLOOR CEILING FRAMING PLAN det. BEAM ELEVATION det 2 BEAM SECTION A-13 • SCALE: 1/4" = 1'-O" SHEET: . _. A-1.3 LOCUS Map Sco/e: 1"= 400' -i)LUAiN-'STREET Li i*.liv • N I _/))/ • r VIP lig" : W C� E ANE M P 335 PARCEL00 BAYBERRY L 035 71 .Bq FPPY ILANE N EX C. BASIN A A Sig C - RIM.'42 97 U k R,Q `\ 11 m , 1 ,'116 BAYBERRY LANE ,Locus \, e - MAP 335 PARCEL 036 NF lq,VF CENTER BACK , G A Ai ,\ iris (// Pam° S OF CATCH BASIN ..? ::: V 1 I EL.:42.97 (NAVD88) \ \ p ,\ / OAO 0 � � cF :.`� RpILK e oA t. s / �` 41.1 <� ��.," 4, \ Notes I �c, •�\ ,'\ 6jz?/ FNT... •\ 08DH DITCH • ', \ a \ ...• LOCUS: #105 BAYBERRY LANE I \ ro, \ •\ \\• \ MAP 335 PARCEL 038 12"CMP 6!V 36- O•Q\ DITCH B7 OWNER: CHARLES H. COLLINS, III and 0 `\ '�\ \ \ CHARLOTTE D. COLLINS ��' \N.\ •\ s•, f '- 19 MOHAWK ROAD \ \ � I RAYNHAM, MA 02767 I D/TCH ell' \ . .. .. .. s'N' /° 1 \ riv,9�BAYBERRY RRY A(lNE \ \\\\ gyp\ r' lE'`. \ - DEED REF: 8k:1455 Pg:690 \ MAP 335 PARCEL 039 ki 2 55 00. F s0 I r Q F\ 4 \ Pi REF: Plan Bk:163 Pg:21 (LOT 8) \ / \.-, ADUC1 b' / �1 and \, 1 ///\` ,\'-p DITCH 812 A..\C* \ I a O'�s� �2� 2. LOCUS: #119 BAYBERRY LANE 0 ''..A HMAP 335 PARCEL 037oti� \`� \ D/TONP1_ e aD/TC;' , �a°� 1$1\ \ 0 OWNER: BRUCE A. McCUE and KATHLEEN E. COOK �\ ti� bry \�;> \_ 7� �ti. • P.O. BOX 212 ? ° y ti n i • CUMMAQUID, MA 02637 MAP ,3'35 '•\ _ .} ,;:,, �� r r c_ ;,'7 \ i l i -`CBDH PEED REF: Bk:15322 Pg:50 D/TCH B aq= PARCEL. 038 ,1a33 > :1 Re l \ 32,720j' S.f. `. U',.., k' /' �c ,.-:f'_ .. I ,'c,..i.00. �, PL.AiJ REF: :Ian Bk:163 Pg:21 (LOT 9) :4 ti i � ‘ QO 0 � ! ''1a,.,,3 5. LOCUS FALLS WITHIN .THE AQUIFER PROTECTION I \, IBS BAYBERRY LANE \ `' a 1 yl {' OVERLAY DISTRICT. • UAG4NT DITCH 915 t EDGE OF I +\ • 1 10"CMP/ r � /iC/,✓ LAWN(TYP / I J j 4, LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD • p 0 1 y / '/ H • h„h B16 a Pv i '- MANHOLE STRUCTURE \ \\ I ✓ ' / /� INSURANCE RA.,- MAP Nu. 25001C-OSSS-J dried ,I ea', TOP41J r - --}; "..- f I i ,` 0-3/16/2014. / �1 10"/NV. /N 39.0 may, +r - A', 12"/NV OUT.38.9 •\ v` ` 'r'\ 1' / /// \�,` J. LOCUS FALLS WITHIN THE NATURAL HERITAGE and ry- z1 i - EN',•,:A' RED ./FCIFS PROGRAM (NHE P/ API '1F tl t / ESTIMATED HABITATS OF RARE WILDLIFE and PRIORITY � /' / P `' HABITATS OF RARE SPECIES. 8 � \'~+ 7 _,,,r. e ,,,!lYl�� / NATURAL HERITAGE AND ENDANv'£RED SPECIES PR,./GRAM -� \ �'•`\ _ _ ( {� U�^�X µ%ALX •\ i % ,�` /� EST/MATED HABITAT&PRIORITY%iAB/TAT.:IA/I / 1 ` {/` _____ �" j #119 �/� / IRFNCHNARK TER OF 18- 0 1 . \ \. tjl «4w�-- EXISTING - _r: _ / :AST IRON COVER 008 6 /B C, / m q _ \' �.v F CEC 1 9 < ER �EL:43.95 (NAVD88) soo .___ _ .' \. t ,FFEE�. �(��"/,' Ak tiby� so_ ( / LA;:a/\ '. 6' ZONE: RF-2 REQUIRED EXISTING 1 _— ... -•Ba. __12,1 cep 5 \p11 ' \,• ,j4011 MA/N STREET LOT AREA: 43,560 s.f. 69,260t s.i. ' MAP 3 PARCEL O ' 2 � -_.____--.,, - -'\ - ry• moo. 35 CE 60 FRONTAGE: 20. 311.52 1 , f _•_ ._...-.,`�... - ' Q B LOT WIDTH: 150' 275.7' _...� ....` ' ;��� 0� • FRONT YARD: )---'..- • 75:..--ss,,,, 00. SIDE/REAR YARD: 15 42.5' f 1 -........ _` 1. _ �ary4a Prepared By-. 30 94.0' • '� 40" BAN([4.. K. � '�/ 1� ®ORACKE .s0gjO Ci. �4� '• A-0° ' I !1-' 'B4NK 3A®BANX 41 CMP/NV.376 ' �'fk ^(i - / a 9a6°° ro• �___ J_ / �l�p00' •/ •'� �� . 4 i ENGINEERING .INC.' \ � 0ti 0�, e 4BA1.,�(Ir-7 J - , �� p'�' {t F-f' 49 HERRING POND ROAD 19 OLD SOUTH ROAD / i' �BANc 2` t --"- FNDH OD <' BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554 \ �'46 COOL/E LANE 5ry0 I �JO�.\"- - 8�-30"- ' '{t0F (tel) 508-833-0070 (tel) 508-325-0044 /MAP 335 PARCEL 07B-002 BANK...J-a ..-Bt1W- -, ,C/A- s• $ fox 508-833-2282 www.brockenend.com `n� Bl!W�6 BVW.W_.5.. VW 9._a _Wig\2 h c.�<?!i GRADY �^`� �� 3 Na•araa5 EXISTING CONDITIONS PLAN o 1'` BMW 1 ( �a esgp,�T IN BARNSTABLE, MASSACHUSETTS �,I .ems Prepared For: , / n1 f�7 BRUCE A. McCUE and - PLAN SCALE FLAX POND KATHLEEN E. COOK 0 6 12 18 24 30 45 60 90� - I� #119 BAYBERRY LANE I MAP 335 PARCEL 037 4 itch 7 30 feet Date: Drawn: Checked: Sheet: �t •« . AUGUST 20, 2015 RMM,(1=Rj/DLH DFB/AMG 1 of 1I w 1i i )