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Home My WebLink About0081 RUE MICHELE iII...... ;Oki i0 iI r Date: April 4, 2018 a To: Building File RE: Run-off Address: 81 Rue Michelle, Cummaquid Originator: Marsha 508-326-3600 Complaint: Failure to retain run-off on site Enforcement Process Steps 1. Initiate local investigation: Bob 132. Document/enter into system Yes 133. Contact 134. Property Owner Andrew& Kelly Adair 13 Indian Trail,Sandwich 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA 7. Notify state authorities of findings NA [38. Document conclusion OPEN 139. Referred Property—335-067 Property is currently being developed. The lot is 1.02 acres located in the RF-2 Zone. 04/05/2018 Bob McK received RFS concerning run-off and debris(dirt/rocks)washing into Rue Michelle. Bob will check site. SPOKE t-JlT6f {4i�Z 1-ki Ru N FRD611- J°/foYOS iV U/fi�/��P�ttP7 r Commonwealth of Massachusetts Sheet Metal Permit Map�36 Parcel KOM ^ �' I Date: I ' f Permit — Estimated Job Cost: $ APR 18 2010 Permit Fee: $ . Plans Submitted: YES NO Ylkeviewed: YES NO Business License# 0d1%Ci- (4-1'(„ l I a Applicant License# Business Information: Property Owner/Job Location Information: Name: 0 ,i yxfOtn GQSSc Name: fi�,a)( d", .r Street: Ir° Street: l U 1 Q r 1e e City/Town.: City/Town: O C W SICIJ Telephone: S Q L 7 - Cs� ? 5 Telephone: SCE a 0 j Photo I.D. required/Copy of Photo I.D. attached: YES NO ff Initial J-1 M�1- estricted license J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family X Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. X over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: . New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/.Vents ' Air Balancing Provide detailed description of work to be done: i.0 acnx C1 r 11 0'�` � LJ ffi\ Ac ern 9 K �)ICGCQsS 1 r INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 YesV No ❑ If you have checked ygj, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box[],1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By [gMaster Title • " ❑Master-Restricted Cityrrown 91*N�sl�'�JE ❑Journeyperson Signature of Licensee Permit# 7 `��' ❑Journeyperson-Restricted l a a dl � License Number: Fee$ ❑ Check at www.mass.goyldol Email: r`Vlt CG aAO C011KC + , Inspector Signature of Permit Approval i Y �z„E Town of Barnstable Building Department Services • � Brian Florence,CBO MASS. &65 �� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barastable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder 41 A( r W e ,as er of the subject property hereby authorize NA (7 to act on my,behalf; in all matters relative too'W au o=ed by.this building pQetmi4tapcation for. (Address of J **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final spections are e ed and accepted.. tore of er Signature of Applicant t N e Print Name Date - Q:FORMS:owNERPERIvOSIONPooLS Rer.08/16/17 1 Town.of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 " Aiiseea 'a' www town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE ON Please Print DATE: JOB LOCATION: er street. vdlage "HOMEOWNER" ®s: c S 044 /Ae? O e ome phone# work phone# CURRENT MAILING ADDRESS: L5�-v\AWR6�- city/town• zap code The current exemption for"homeowners"was extended to in ude o er-oc ied dwellin of six units or less and to allow homeowners to engage an individual for hire who does not pos ss license,provided that the owner acts as supervisor. DEFINITION HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or nds to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to so and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeown Suc "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be resp ible for such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for ompliance wi the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned'home r" a that he/she erstands the Town o unstable Building Department minimum inspection pr9 d requir t h co ly with said procedure d requirements. Si In er Approval of Building Official Note: Three-family dwellings con ' ' g 35,000 cubic feet or larger will b required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any omeowner performing work for which a b g permit is required shall be exempt from the provisions of this section( ction 109.1.1-Licensing of construction Supe ' ors);provided that if the homeowner engages a person(s)for hire to do s ch work,that such Homeowner shall act as supe ' or." Many homeowners who a this exemption are unaware that they are assumin the responsibilities of a supervisor (see Appendix Q,Rules &Re tions for Licensing Construction Supervisors,Section 215) This lack of awareness often . results in serious problems,p .cularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicens person as it world with a licensed Supervisor. The homeo er acting as Supervisor is ultimately responsible. To ensure that a homeowner is fully aware of his/her responsibilities,many com unities require,as part of the permit application,th the homeowner certify that helshe understands the responsibilities f a Supervisor. On the last page this issue is a forme ently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 RIGHT-J SHORT FORM Entire House CLIMATROL HVAC'DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 For. CASSANO-ADAIR 81 RUE MICHELE, BARNSTABLE, MA EMEMEEMEMMEEMEEM•-11,11me In o Htg Clg Infiltration Outside db(OF) 10 88 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 96.OAFUE Efficiency 14.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 2037 cfm Actual cooling fan 2037 cfm Heating air flow factor 0.023 cfm/Btuh Cooling air flow factor 0.037 cfm/Btuh Space thermostat Load sensible heat ratio 87 % ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 n p 482 16053 11739 366 .429 ZONE 2 n p 1667 58837 38966 1340 1425 ZONE 3 n p 513 14556 14339 331 524 Entire House d 2662 89446 55714 2037 2037 Ventilation air 3300 715 Equip. @ 0.93 RSM 52479 Latent cooling 8604 TOTALS 2662 92746 610833 , a • 2037 16,01b, , Printout certified byACCA to meet all requirements of Manual J 7th Ed. '+ wrightsoft Right-Suite ResidentialTm 5.0.14 RSR20780 2017-Deo-21 13:30:20 ACCA C:WIy DocumentslWrightsoft HVACICL HEAT CALCS.rsr Page 1 •° 1 1 s ._if- RIGHT-J SHORT FORM ZONE 1 CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 For. CASSANO-ADAIR 81 RUE MICHELE, BARNSTABLE, MA IN Oil ® - • I Fell IM31011''! Htg Clg Infiltration Outside db(OF) 10 88 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 60 13 Fireplaces 0 Daily range - . M Inside humidity(%) - 50 Moisture difference(gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make ' n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) MASTER BED 169 9265 8820 211 322 MASTER WIC 56 1556 757 35 28 MASTER DRESSING 48 524 46 12 2 MASTER BATH 209 4707 2116 107 77 ZONE 1 n p 482 16053 11739 366 429 Ventilation air 0 0 Equip. @ 0.93 RSM 10917 Latent cooling 1323 TOTALS 482 16053 12240 366 429 r Printout certified byACCA to meet all requirements of Manual J 7th Ed. i .) wrightsoft Right-Suite ResidentialTm 5.0.14 RSR20780 2017-Deo•21 13:30:20 ACCA CA My DoamentslWrightsoft HVACICL HEAT CALCS.rsr Page 2 C F RIGHT-J SHORT FORM ZONE 2 CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 For. CASSANO-ADAIR 81 RUE MICHELE, BARNSTABLE, MA MINES=• • • Htg Clg Infiltration Outside db (OF) 10 88 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BED 1 168 7256 3894 165 142 BATH 1 18 539 137 12 5 FOYER 132 6063 1800 138 66 GREAT ROOM 418 14920 11070 340 405 KITCHEN 285 7292 5194 166 190 DINING 180 7258 2669 165 98 OFFICE 84 2638 3057 60 112 LAUNDRY 63 1594 2579 36 94 SIDE ENTRY 40 1795 1897 41 69 MUD ROOM 252 8282 5634 189 206 POWDER 27 1201 1035 27 38 r• r ._ Printout certified byACCA to meet all requirements of Manual J 7th Ed. - x. wrig htsoft Right-Suite ResidentialT 5.0.14 RSR20780 2017-Dec21 13:30:20 AC(>, C:WIy Documents\Wdghtsoft HVAC\CL HEAT CALCS.rsr Page 3 R 1 ZONE 2 n p 1667 58837 38966 1340 1425 Ventilation air 0 0 Equip. @ 0.93 RSM 36239 Latent cooling 4632 TOTALS 1667 58837 40871 1340 1425 r p M f- - Printout certified byACCA to meet all requirements of Manual J 7th Ed. �► L wrightsoft Right-SuiteResidentialTM 5.0.14RSR20780 2017-Deo-2113:30:20 C:WIy DocumentsUrightsoft HVAC\CL HEAT CALCS.rsr Page 4 f' RIGHT-J SHORT FORM ZONE 3 CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 For. CASSANO-ADAIR 81 RUE MICHELE, BARNSTABLE, MA Htg CIg Infiltration Outside db(OF) 10 88 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BED 2 99 3637 4599 83 168 BED 3 168 4888 5717 111 209 HALL 150 2861 1145 65 42 BATH 96 3170 2879 72 105 ZONE 3 n p 513 14556 14339 331 524 Ventilation air 0 0 Equip. @ 0.93 RSM 13336 Latent cooling 1711 TOTALS 513 14556 15046 331 524 1 r� Y r Printout certified byACCA to meet all requirements of Manual J 7th Ed. 4 ` wrig htsoft Right-Suite ResidentiaITM 5.0.14 RSR20780 2017-Deo-21 13:30:20 ACa CA My Documents\Wrightsoft HVAC\CL HEAT CALCS.rsr Page 5 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPOU,,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 31802 ft3 x 0.0167 = 372 cfm Isolated zones = 0 cfm Total = 372 cfm 2. Winter infiltration load 1.1 x 372 cfm x 60 OF Winter TD = 24537 Btuh 3. Winter infiltration HTM 24537 Btuh / 768 ft2 Total window = 31.9 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 31802 ft3 x 0.0167 = 212 cfm Isolated zones = 0 cfm Total = 212 cfm 2. Summer infiltration load 1.1 x212 cfm x 13 OF SummerTD = 3038 Btuh 3. Summer infiltration HTM 3038 Btuh / 768 ft2 Total window = 4.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 212 cfm = 3986 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 13 OF Summer TD = 715 Btuh Sensible load for structure(Line 19) + 55714 Btuh Sum of ventilation and structure loads = 56429 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load -sensible = 52479 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 28 gr/lb moist.diff. = 938 Btuh Internal loads = 230 Btuh x 16 people + 3680 Btuh Infiltration load from Procedure C + 3986 Btuh Equipment sizing load-latent = 8604 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. � , wrig htsoft Right-Suite ResidenbalTM 5.0.14 RSR20760 2017-Dec21 13:30:20 AC(K CAMyDocumenWWrightsoftHVAC\CL HEAT CALCS.rsr Pagel r RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 1 CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPOW,,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 5392 ft3 x 0.0167 = 59 cfm 2. Winter infiltration load 1.1 x 59 cfm x 60 OF Winter TD = 3898 Btuh 3. Winter infiltration HTM 3898 Btuh / 122 ftZ Total window = 31.9 Btuh/ftZ and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 5392 ft3 x 0.0167 = 34 cfm 2. Summer infiltration load 1.1 x 34 cfm x 13 OF Summer TD = 483 Btuh 3. Summer infiltration HTM 483 Btuh / 122 ft2 Total windoN = 4.0 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 34 cfm = 633 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 13 OF Summer TD = 0 Btuh Sensible load for structure(Line 19) + 11739 Btuh Sum of ventilation and structure loads = 11739 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load-sensible = 10917 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 28 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 3 people + 690 Btuh Infiltration load from Procedure C + 633 Btuh Equipment sizing load -latent = 1323 Btuh *Construction Quality is: a No. of Fireplaces is: 0 f L°' n Printout certified byACCA to meet all requirements of Manual J 7th Ed. .r ,k- wrightsoft Right-SuiteResidentiaiT 5.0.14RSR20780 2017-Deo-2113:30:20 CAMy DocumentsUrightsoft HVACICL HEAT CALCS.rsr Page 2 s f RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 2 II CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 Procedure -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 21892 ft3 x 0.0167 = 260 cfm 2. Winter infiltration load 1.1 x260 cfm x 60 OF Winter TD = 17188 Btuh 3. Winter infiltration HTM 17188 Btuh / 538 ft2 Total windov = 31.9 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 21892 ft3 x. 0.0167 = 149 cfm 2. Summer infiltration load 1.1 x 149 cfm x 13 OF Summer TD = 2128 Btuh 3. Summer infiltration HTM 2128 Btuh / 538 ft2 Total windov = 4.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 149 cfm = 2792 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 13 OF Summer TD = 0 Btuh Sensible load for structure(Line 19) + 38966 Btuh Sum of ventilation and structure loads = 38966 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load -sensible = 36239 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 28 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 2792 Btuh Equipment sizing load -latent = 4632 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. , wrig htsoft Right-Suite ResidentalT"5.0.14 RSR20760 2017-Deo-21 13:30:20 /4CA�.{ CA My Documents\Wrightsoft HVAC\CL HEAT CALCS.rsr Page 4 All RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 3 CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 4518 ft3 x 0.0167 = 52 cfm 2. Winter infiltration load 1.1 x 52 cfm x 60 OF Winter TD = 3450 Btuh 3. Winter infiltration HTM 3450 Btuh / 108 ft2 Total window = 31.9 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 4518 ft3 x 0.0167 = 30 cfm 2. Summer infiltration load 1.1 x 30 cfm x 13 OF Summer TD = 427 Btuh 3. Summer infiltration HTM 427 Btuh / 108 ft2 Total window = 4.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 30 cfm = 561 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 13 OF Summer TD = 0 Btuh Sensible load for structure(Line 19) + 14339 Btuh Sum of ventilation and structure loads = 14339 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load-sensible = 13336 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 28 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 561 Btuh Equipment sizing load-latent = 1711 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. , wrig htsoft Right-Suite Residential*""5.0.14 RSR20780 2017-Deo-21 13:30:20 ,q(; CAMy Documents%Wrightsoft HVACICL HEAT CALCS.rsr Page 3 RIGHT-J MULTIZONE A,B,C,D PROCEDURES REPORT CLIMATROL HVAC DESIGNS Job:CL81CASS 12-21-2017 PO BOX 35,DENNISPORT,MA02639 Procedure A - Winter Infiltration HTM Calculation Air Changes per Hour x Volume x 0.0167=AVF AVF x 1.1 x TD=Load Load/Area=HT M ZONE NAME ACH Volume AVF TD Load Area HTM (ft) 4m) (°F) (Btuh) (ft') (BtuhN) ZONE 1 0.7 5392 0.0167 59 1.1 60 3898 122 31.9 ZONE 2 0.7 21892 0.0167 260 1.1 60 17188 538 31.9 ZONE 3 0.7 4518 0.0167 52 1.1 60 3450 108 31.9 Entire House 0.7 31802 0.0167 372 F1,11 60 24537 768 31.9 Procedure B - Summer Infiltration HTM Calculation Air Changes per Hour x Volume x 0.0167=AVF AVF x 1.1 x TD=Load Load/Area=HT M ZONE NAME ACH Volume AVF TD Load Area HTM Yv) (cfm) (°F� (Btuh) OF) (Btuh/ft) ZONE 1 0.4 5392 0.0167 34 1.1 13 483 122 4.0 ZONE 2 0.4 21892 0.0167 149 1.1 13 2128 538 4.0 ZONE 3 0.4 4518 0.0167 30 1.1 13 427 108 4.0 Entire House 0.4 31802 0.0167 212 1.1 13 3038 768 4.0 Procedure C - Latent Infiltration Gain 0.68 x Moisture Difference xAVF=Load ZONE NAME moist.diff. AVF Load (grub) (cm) (Btuh) ZONE 1 0.68 28 34 633 ZONE 2 0.68 28 149 2792 ZONE 3 0.68 28 30 561 Entire House 0.68 j 28 212 3986 Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load 1.1 x Ventilation AVF x TD=Ventilation Load+Structure Load=Total Load x RSM=Equipment Load ZONE NAME Vent. Summer Vent. Struct Total RSM Equip. AVF(cfm) TD (°F) (Btuh) (Btuh) (Btuh) (Btuh) ZONE 1 1.1 0 13 0 11739 11739 0.93 10917 ZONE 2 1.1 0 13 0 38966 38966 0.93 36239 ZONE 3 1.1 0 13 0 14339 14339 0.93 13336 Entire House 1.1 50 13 715 55714 56429 0.93 52479 2. Latent Sizing Load 0.68 x Ventilation AVF x Moisture Difference=Ventilation Load Per Person Load x No.People=People Load Ventilation Load+People Load=Equipment Latent Load ZONE NAME Vent. mst Vent. Pers. No People Infil. Equip. AVF(cfm) dif (Btuh) (Btuh) ppl (Btuh) (Btuh) (Btuh) ZONE 1 0.68 0 28 0 230 3 690 633 1323 ZONE 2 0.68 0 28 0 230 8 1840 2792 4632 �. ZONE 3 0.68 0 28 0 230 5 1150 561 1711 Entire House 0.68 50 28 938 230 16 3680 3986 8604 "'S.0.14 RSR20780 2017-Deo-21 13:30:20 wreg htsoft Right-Suite ResidentialT ACCK CAMyDocuments\WrightsoftHVAC%CL HEAT CALCS.rsr Pagel Town of Barnstable Building _. PosthissCard So Tha#ft is U�sible;Frorn;,he,Streetu A ;;roved Plans;Must,hie Retained on J,ob and;;#his Card Must�e Ke t x ": ram. Epp N p`. * Pos • , �Wherea>fertificateof,®ccu anc -is Re "wired;such 8uild�n' shallNot'be Occu ted unt�d a Fnallnspec#ion',has been ma°de Permit NO. B-17-2767 Applicant Name: ADAIR,ANDREW K& KELLY A Approvals Date Issued: 09/01/2017 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 03/01/2018 Foundation: Residential Map/Lot 335 067 Zoning District: RF-2 g—gge G�t4wgirir Sheathing .•�us Location: 81 RUE MICHELE,BARNSTABLE �s��sP10EAL1L, S° rfttf � ContractorName ��iuf>wNOe Framing: 1�y s !! Mir- Owner on Record: ADAIR,ANDREW K&KELLY A Y Contra for Lrcenee . Qt2 Address: 13 INDIAN TRAIL Est Pr, ectCost: $632,310.00 Chimne SANDWICH, MA 02563-2568 y W Y „ Permrt Fee: $3,349.78 Description: NE CONSTRUCTION SINGLE FAMILY 4 BEDROOM H0.11/IE Insulation fee Paid: $3,349.78 Project Review Req: NE CONSTRUCTION SINGLE FAMILY 4 BEDROOM HOME Date 9/1/2017 Final:4� .� _ . k Plumbing/Gas a� Rough Plumbing: Building Official �.�. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed¢by this permit is commenced within s eP.issuance. ' Rough Gas:- All work authorized by this permit shall conform to the approved application and theapproved construction documents forwhich this permit has been granted. All construction,alterations and changes of use of any building and structures shall tie in compliance with the local zoning by laws and codes. "& Final Gas: This permit shall be displayed in a location clearly visible from access street oar road and shall be maintained open forpublic mspe ion for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildrng and'f e OTT ials are providemon this;permit.. Service: Minimum of Five Call Inspections Required for All Construction Work: , v 1.Foundation or Footing Rough: 2.Sheathing Inspection a 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund".(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �zHET Town of Barnstable .a�xsrne�.E. Building Department-200 Main Street k '- '- 9 P 9$A ''9. �� Hyannis, MA 02601 rEoM Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-2767 CO Issue Date: 11/1/2018 Parcel ID: 335-067 Zoning Classification: RF-2 Location: 81 RUE MICHELE, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Permit Type: Residential - Land Type of Construction: , Design Occupant Load: 0 Comments: 4 Bedroom Single Family Home 3 car Garage 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition I BUR TOWN OF BARNSTABLE BUILDING PERM T APLICATiON rl Map Parcel Of Application # — l 770 Health Division Date Issued Conservation Division Application L3i Il- 7 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address VillageAti, Owner Address -ria;l r\& Telephone 0 19k Permit Request w k A �An&L Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain l7 Groundwater.Overlay Project Valuatio Construction Type .� Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Famil Two Family ❑ Multi-Fami/No y(# units) eell Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes LWNo Basement Type: ❑ Full ❑ Crawl ®(Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ZY Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 4 new Total Room Count (not including baths): existing new First Floor Room Count r Heat Type and Fuel: G/Gas ' ❑ Oil ❑ Electric ❑Other Central Air: JYes ❑ No ireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing new size_Pool: ❑existing r(new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing dinew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeal;(No Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes If �es site plan review# Y Current Use �ac� � Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name y Telephone Number Address /tii/ License Home Improvement Contractor# Email 13hfiffill)ISJ10.16P t6WWo ergs Compensation # ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE FOR OFFICIAL USE ONLY APPLICATION # 4 DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION " FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services dF Richard V.Scali,Director Building Division r t Paul Roma,Building Commissioner MAM bsq. �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: njiffiller street ��((((// "HOMEOWNER": 6 n i� *-me phone# 1 work phone# CURRENT MAILING ADDRESS: 1 ityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner" sumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. i ed"horn o er' es that he/she understands the Town of Barnstable Building Department minimum inspection uir he/she will comply with said procedures and requirements. S• omeo er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1,1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:IWPFIf.ES\FORMS\building permit fomulEXPRESS.doc 06/20/16 Town of Barnstable Regulatory Services tMAM Richard V.Scah,Diredor • _ _ __. _ ---. Building Division. _—Paul Roma,Building Commissioner - --- - = - ----- - -- - 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property hereby authorize to act on my beb4 in all matters relative to work authorized by this building permit application for: (Address of Job) I **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QYORMS:OWNERPERMISSIONPOOIS ' davit of Substantial nciaj rnierest Vton oath depos ands tea ollo s: 1. I ' an applicant for a building permit fore 1 ed Map Parcel The address.of the property is 2. 1 have % legal.or equitable interest in the real property whic is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date,which is , the following individuals or entities have had a 1% or greater legal*orqStable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: a e Address W(ic C�WM wA, 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the'following properti ch have been the subject of a buijding-permit application: Map/Parcel Addr D4, 5. Within this calendar year, I have submitted building permit applications• or property in which I have a 1% or greater legal or uitable interest. . 6. Within the iast ten days, 1,have submitted building permit applicatibns for property in which I have a•1% or greater legaAoe uitable interest. 7. Within this month, I have submitted building permit applications for property in which l have a 1%legal or equitable int it. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of u this y f ,20�. 2001-0050/afff n a/LOTTERYIAFFIDAVIT ., NLwtw bug ; hoof €X E I3;R MALLS ill 'I0Mff#N 111i�l�'�x, Lol 1 d f l S tharm 1 bami ar wont mod � r bandar ir `inUP Insulation Certificate ;= Barnstable 'Number- and Street `City r ' Barnstable 3 ,_ County Subdivision 'Lat.Number Permit Number: Description of Installation .ROOF } Product.Open colt am > T' Lot`Number T ; Thickness (inches) 10 Thermal,Resistance (R-Value)r 40 Lf EXTERIOR WALLS :Product op `en cell foam _ Lot Number y Thickness (inches)` 5 5 The�mat'Resistance(R-Value) 20 9 BASEMENT CEILING Product_Fiberglass Batts and ROXULt Lot - . . Number - .Thickness,(inches)- -Thermal Resistance;(R-Value) 30 _ .GARAGE CEILING Product Open,cell foam Fa , Lot Number , Thickness-(inches) r ` `8 JhermahResistance(R-Value) 3,0`= Exposed;foam coated with DC315'thermal barrier paint Declaration j hereby certify that the above insulation was installed in the building at the:above'location in conformance with tl e-current.Building Energy Efficiency Standards: Andrew-Adair_ j General Contractor(Builder) 'License Number-, fi" t 05/3 Signature and Title _ pate , x , Cage e Cod S ra Foam`t.lc CS-117 87$ Sub (Insulatiorr;lnstaller) License Number i �� a _manager i�an Pauliuchen - 05/30i20'18 { f .t Signature and Title G :k, Date Y 3 Z. REScheck Software Version 4.6.2 Compliance Certificate Project . New Construction Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New construction Conditioned Floor Area: 2,886 ft•2, ` Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 81 Rue Michele Kelly Adair Barnstable, MA 02630 13 Indian Trail Sandwich, MA 02563 Compliance: 4.7%Better Than Code Maximum UA: 620 Your UA: 591 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Cathedral Ceiling 3,775 40.0 0.0 0.026 98 Wall 1:Wood Frame, 16" o.c. 3,848 21.0 0.0 0.057 177 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 430 0.300 129 Door 1: Glass 180 0.300 54 Door 2: Solid 140 0.270 38 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2,886 30.0 0.0 0.033 95 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Chris Legere, Sales Cape Cod Insulation 8-17-2017 Name-Title Signature Date Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Pagel of 9 ti r REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Fs ection Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRJ]1 energy code compliance for the 0 building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate []Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable 00 ;Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ; .compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling Cooling: 49j Manual J or other methods Btu/hr Btu/hr :❑Not Observable approved by the code official. ;❑Not Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My.Documents\REScheck\#1042 Kelly Adair.rck Page 2 of 9 f F ection # Foundation Inspection Complies? Comments/Assumptions Req.ID 303.2.1 A protective covering is installed to ;]Complies [F011]� protect exposed exterior insulation Eboes Not and extends a minimum of 6 in. below grade. ;]Not Observable' ,]Not Applicable 403.9 Snow-and ice-melting system controls;]Complies [FO12]2 installed. UDoes Not 49) ;]Not Observable ;]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 'Data filename:\\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 3 of 9 i Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;table for values. [FRJ]1 ❑Does Not '❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- I❑Complies ;See the Envelope Assemblies 402.3.1, :average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.3.6, ; 402.5 ; ;❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not ig ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 '.installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 252.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and>= R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ; ;the building insulated >=R-6 for ;diameter>=3 inches and R-4.2 ifor<3 inches in diameter. 403.3.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ' # ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ;❑Does Not U below 55 QF are insulated to>_R-3. ,❑Not Observable ❑Not Applicable 403.4.1 ;;Protection of insulation on HVAC ❑Complies [FR24]1 ',,piping. ❑Does Not i ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]z >_R-3. ;❑Does Not 10J ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]z installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 1 IHigh Impact Merl) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 4 of 9 Additional Comments/Assumptions: 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\*1042 Kelly Adair.rck Page 5 of 9 --] Section Plans Verified Field Verified # Insulation In Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per []Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the �p underside of the subfloor,or floor ❑Not Observable ; :framing cavity insulation is in ❑Not Applicable ; ;contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ; ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least Y2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ; [IN3]1 ;exterior,the exterior insulation ;❑ Mass ;❑ Mass ;❑Not Observable requirement applies(FR10). ;❑ Steel El Steel .:❑Not Applicable ; ; ; 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 :manufacturer's instructions. []Does Not []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PR0FILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood '❑ Wood '❑Does Not table for values. 402.2.2, ; Steel ;❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ; ; :❑Not Applicable ; ; ; ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. []Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F122]2 yinsulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not ;<=3 ach in Climate Zones 3-8. ❑Not Observable :❑Not Applicable 403.2.3 ;.Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa.For rough-in :❑Not Observable :tests,verification may need to .❑Not Applicable occur during Framing Inspection. ; 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a UNot Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler :enclosure if installed at time of ;test.Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ; "including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handler leakage designated []Complies [FI24]1 :by manufacturer at<=2%of []Does Not ;design airflow. ❑Not Observable ' ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not j []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename:'\\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water [-]Not Observable temperature based on outdoor []Not Applicable ; temperature. I 403.5.1.1 Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. ; 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water ; system.Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. I 404.1 75%of lamps in permanent ❑Complies [FI6]1 :fixtures or 75%of permanent []Does Not ;fixtures have high efficacy lamps. ;Does not apply to low-voltage ❑Not Observable ❑ alighting. Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not �4 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 TLow Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ' ❑Not Applicable 3033 Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable []Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 08/17/17 Data filename: \\bruins4\PROFILES\clegere\My Documents\REScheck\#1042 Kelly Adair.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate MOO am= Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Gftwm. MOMM Window 0.30 Door 0.30 .f3 - Heating System: Cooling System: Water Heater: Name: Date: Comments 8/17/2017 XFINITY Connect Inbox Hide Ad RE: permit application for 81 Rue Michele, Barn Chris Legere 12:18 PM To Kelly Adair �I�wil1 sign t�Res;Check But=youYneedato�te_11-them-that you�ar_e�fnaming_th:e_roof,line:andahat.cathedral ceilings is.the only-op io'n for that in the Res Check. I will resend it signed From: Kelly Adair [mailto:shamuskinR150comcast.net], Sent:Thursday, August 17, 2017 12:16 PM To:Chris Legere<chrislegere(@capecodinsulation.com> Subject: Fwd: permit application for 81 Rue Michele, Barn Please see below Kelly Adair Begin forwarded message: From:Andy Adair<andykingIPcomcast.net> Date:August 17, 2017 at 11:56:42 AM EDT To: Kelly<shamusking15Pcomcast.net> Subject: Fwd: permit application for 81 Rue Michele, Barn Reply-To:Andy Adair<andykinR1Pcomcast.net> ----------Original Message---------- From: "Mckechnie, Robert" <Robert.McKechniePtown.barnstable.ma.us> To:ANDYKINGICo)COMCAST.NET Date:August 17, 2017 at 11:53 AM Ad Info Subject: permit application for 81 Rue Michele, Barn (Hmy.xfir Andrew, l hops://connect.xfinity.com/appsuite/#!!&app=io.ox/mail&folder=defaultO/lNBOX 1/2 8/17/2017 XFINITY Connect Inbox t Please submit a corrected rescheck for the property. The one that was submitted does not show any ceiling area other than cathedral which contradicts the plan. Also,the new rescheck needs to be signed and dated. I will need this information before the permit can be issued. I have started the review of the application but will not be issuing the building permit until after August 31, 2017, per the New House Submittal Schedule. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 b 508-862-4033 i htfP Y PP s:Hconnect.xfinit .com/a suite/#!!&app=io.ox/mail&folder=defaultO/lNBOX 2/2 r NASSAGiiUSETTS STATE EXCISE TAX. BARNSTABLE COURTY REGISTRY OF DEEDS Cuter 0 -13-2014 & 1 )'03Qm 7111 Goct: 25623 Fee: $974.70 Cons: $2g5,OiiO.iiii 't�,1T_i=� ' E :r=�.1�a i'i. E;:_Ink. Ti=1;r. 17 {a tl C�i_t.. �..`.'! 1 {1` "DEEI t•.' A. QUITCLAIM DEED We, Rhonda Silverman and Stephen Silverman, of 7 Route 6A,Yarmouth Port, MA 02675, for consideration paid of Two Hundred Eighty Five Thousand, and 00/100 ($285,000.00) Dollars hereby grant to Andrew K. Adair and Kelly A. Adair, Husband and Wife, Tenants by the Entirety, of 13 Indian Trail Sandwich, MA, 02563-2568 with QUITCLAIM COVENANTS That land, situated in Barnstable(Cummaquid), Barnstable County, Massachusetts, and described as follows: Being Lot 2, and containing 44,752 square feet,more or less, as shown on a plan of land entitled "81-X plan of land Rue Michelle in Cummaquid, Massachusetts (Barnstable County) prepared for Ms. Marcia Elliot Scale 1"=40',by Craig A. Field,professional land surveyor, BSC Group, 657 Main Street, Unit 6,W. Yarmouth, Massachusetts 02673." Said plan recorded at Barnstable County Registry of Deeds in Plan Book 600 Page 22. Subject to and together with the benefits of restrictions as set forth in a Declaration of Protective Covenants dated June 1;2007 and recorded at Barnstable County Registry of Deeds in Book 22076 Page 278. Also conveyed herein is the right to use the ways shown on said plan in common with all others legally entitled to do so. For Grantor's title see deed recorded at Barnstable County Registry of Deeds in Book 22308, Page 309 Property Address: 81 Rue Michele,Barnstable,(Cummaquid) MA 02637 I EXECUTED as a sealed instrument this��day of / , 2014. c o a Silverman Stephe 1lverman COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss On this,// day of jurc t , 2014,before me,the undersigned notary public, personally appeared Rhonda Silverman and Stephen Silverman,proved to me through satisfactory evidence C�i L.;Ct)7 be t he persons whose of identification, which was �aSSD' v ��71"C names are signed on the preceding document, and acknowledged to me that they signed it voluntarily for the stated purpose and who swore or affirmed that the contents of the document are truthful and accurate to the best of their knowledge and belief. Z. TARA L RA REWSW .Notary Public CWWWWeun of Massachusetts my commission Expires November 26,201,5 Notary Public My Commission Expires:. BARNSTABLE REGISTRY OF DEEDS APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r�1rl Telephone Number �� c,-3 Address License# � 3 Sal Home Improvement Contractor Worker's Compensation # n 2l; ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �Gl TOWN OF BARNSTABLE,BUILDING PERMIT APPEICATION Map 2✓� Parcel Application # Health Division '; -" y �0 (` ► Date Issued Conservation Division Application Fee Planning Dept. i[�1� �j�C7 rr�u3nx-C� ��' Perini Fee Date Definitive Plan Approved by Planning BoardF �010 C Historic _ OKH Preservation/Hyannis e.._ KL ,.. Project Street Address �no� N E`11 C44l Village y4ft.+Us Owner A dress Telephone Permit Request IFKVNGi51> omv, v l b- � l-fCe1 am Square feet: 1st floor: Vlood posed2 2n : �. proposed T�Total new �,324sf Zoning District �- Plain �i Groundwater Overlay Project Valuation (ol 0o Consttdfathered: Type Lot Size �✓�' ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family; Two Family ❑ Multi-Family (# units) Age of Existing Structure �Wkl Historic House: ❑Yes ANo On Old King's Highway: ❑Yes ❑ No Basement Type: *ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 2iAt S•F- Number of Baths: Full:exis" new Half: existing new Number of Bedrooms: new Total Room Count (not including baths):-ex+s#tF new First Floor Room Count Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ No Fireplaces:-Existing- New V Existing wood/coal stove: .3 Yes 4 No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑,new -size_ Attached garage: ❑existing new size _Shed: ❑ existing ❑ new size _ Other: . 3 JA Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ` ' Commercial ❑,Yes ❑ No If yes, site plan review# Current Use 'Proposed Use APPLICANT INFORMATION t !� (BUILDER OR HOMEOWNER) Na _7L4 --qq(fq(, a Q, 6 G T phone tuber Addr ss License # Q Home ImproveVKTO [0 5 v� Worker's Com =(b ALL CO,jRUTION DEBRIS RESULTIN O THIS PROJECT WILL �)�4 \'J. SIGNATURE . % - — DATE I t„� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED .f Ih MAP/PARCEL N0._ _ ADDRESS VILLAGE - OWNER fi DATE OF INSPECTION: FOUNDATION,"- FRAME - INSULATION FIREPLACE .s s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: - - RQUGH t-L-`!' "-. FINAL "_FINAL B_UILDINGil-c DATE CLOSED OUT ASSOCIATION PLAN NO. BOOK DO a art 0.ECET'.":n :r iECOR0E0 6A A IDOS J11R IS P 3 33 m s E n AB ISL18lE GOUII7Y C Z. REE{SIRY OF OEEE•S a: LOCUS q N N Jn,.J F....K�Co Z 84027 MNN STREET 70 1y.c R09ER7 T.MACNAMEE pI A A AGS 96 ASSESSORSPARCEL D 33S A 900�fig.4 N BA LONY RR r QyP� \CONCRETE g0;.y32 94029 MNN STREET BOUND a4 JAME BARBER �O 6 N1O ASSESSORS MAP 335 4�E FOUND PARCEL 75 G FOR REGISTRY USE ONLY N14g LOCUS MAP: NOT TO SCALE 1 FOR TO THE BEST OF MY PROFESSIONAL KNOWLEDGE.INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF QQ �J THE REGISTRY OF DEEDS. 12T p2p 5y 40� m,IS•L ] • �4t• ga011 AM STREET B4pE�� '� EXISTING BERNARO KELL7 1110 i2,1$ r TWO UNIT - q f II A. ASSESSORS MAP 335 LOT�p1 DWELLING /40.T9 MAIN STREET Ne�01 PARCEL 60 E MHB MEADOW POND.INC. CASSESSORRS AP 335T BOUND 1110�40 ASSESSORS PARCEL 655&66 PARCEL 58 FCUNO 0 1.04*A S.F. �7 29.4' �i� y t,Oat ACRES in DEED BOOK 9938 PAGE 3 PROFESSIONAL LAND SURVEYOR DATE DEED BOOK 1993Q PACE 344 � W 19 4u �I 514'VI _.. `S9 I EAST. 9 i ... NNZ a CAR 85.5' BOUND 4748• 81._x_. JILL TYUOTT g I FOUND �9� PLAN OF ASSESSORS MAP 335 IRON% LAND { PARCEL 87 k 68 • 327' 1 ai W 44,752t IF. PIPE 50 FOUND 1.02t ACRES 411,12- I �'N i DEED BOOK 125M PAGES 145&147 � PR{Vpl1:Wp� Qsago .w TI1 N� I WDE' s1g4�� RUE MICHELE N/F Ei� ¢ $`S 04061 N STREET IN MEADOW POND INC. Ja. gyp'. ) JEAN KROEBER ASSESSORS MAP 335 0 47 I, N14 \,!`1 °' ASSESSORS MAP J35 CUMMAQUID PORTION OF PARCEL 29 o1A �-25.00' 1 4 ,R ,1G 1g5.g� { g PARal 28 Lm23.76' �3699— 51g445p RvNBp'W ''•• MASSACHUSMS (BARN57ABLE COUNTY) S27.46'20'w SEE PLAN BOOK E 678.99 L�7g•99 �';�\ $99,PAGE 20 ... N27'4B'20'E 98.37• d9 73' LOT#4 ' L N m . R. NIA INC. e WCHELE -q ELLIOTT a EWdTT •If ASSESLLPRS MAP 73 tc 74� N /F JUNE 15. 2005 R=2S.00' .0• vc. 51.892t S.F. �HELEN T.NWATTS MEADOW `A' '� L�23.78' �•1� ASSESSORS MAP 2&35 NEpDfYM POKp MC• < a� �) . . ...... ._ ..P 49,859t S.F.2 DEED BOOK 12588.PAGES 157 k 159 1.18*ACRES ASSESPARCEL 27 SORS MAP 335 1.14t ACRES \ {_OT p N DEED BOOK 125M PAGES 153&155 N 4 \TN ELLIOTT 4�n . ASSESSORS MAP 335 'o MEADOW PO 4t.17 ND INC. PARCH 69&70 2 ASSESSORS MAP 335 45,9331 S.F.1.O REMSIOHS: S 5t ACRES ` 10'E HD. DATE DESC. PORTION OF PARCEL 29 DEED BOOK 1258%PAGES 149&151 N21'25' sa ° A7.3T�.E /4Oa3 MNN STREET u u+ g49.9r N19'� '\ ASSESSORS MAPS338Y 1 4D,E PARCEL 53 = . Sam N19'35 4759' N22' �E S2Y38 SSW N - — 1 CONCRETE 246.51' 94093 MNN STREET fff BOUND MM91A AUBRANOINI FOUND 49.83 S24V5'45'W ASSESSORS MAP 335 . S24'OS'45 w PARCEL 26 PREPARED FOR: Mo.MARCIA ELLIOTT P.O.BOX 76 1 CERTIFY THAT 74E PROPERTY LINES SHOWN HEREON 30 WINDWARD WALK ARE THE UNES m^DING EXISTING OWNERSHIP,AND LOCUS INFORMATION MA ozfi 5 THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREE7S OR WAYS ALREADY ESTABLISHED.AND THAT NO NEW LINES FOR DIVISION OF ' DISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. PLAN REFERENCE: PLAN BOOK 278.PAGE 95 �� GROUP MAP. 335 PARCEL' VARIOUS ZONING DISTRICT: RF-2 657 Main Street.Unit 6 SETBACKS; FRONT 30' W.Yarmouth Massachusetts SIDE IV 02673 /) REAR IV 508 778 8919 MINIMUM LOT SIZE: 43.560 S.F. DATE PROFESSIONAL LAND SURVEYOR OVERLAY DISTRICT: OLD KINGS HIGHWAY MTROGEN SENSITIVE SCALE i'-40' . ZONE: NOT A ZONE 1 0 5 10 20 ime IFEMA 40 so THE CERTIFICATId4 SHOWN HEREON IS INTENDED TO ZONE OI5 RIItt: -C'.DDATESDW70i/0 Of D o p MEET REGIS7W OF DEEDS REQUIRIEMEN75 AND IS NOT PROD.MGR: C.FIELD Y A CERMFICATIGN TO THE TITLE OR OWNERSHIP OF THE FIELD: D.GAZZOLD J. M4CARIIN ' PROPERTY SHOWN.OWNERS OF ADJOINING PROPERTIES CA[C./DESIGN: K.HFALY ARE SHOWN ACCORDING TD CURRENT TOWN OF BARNSTABLE ASSESSORS RECORDS DRAWN. K.HEALY CHECK: C.FIELD FILE 8828-H1x gi LWNC. NO: 5626-02 SHU} � 1 OF 1 JOB.NO: 4-B028A0 N yy� Gflh. � 'frn q F14 OCT 19 1 t w • a a k y,p.NPF w�awwcor Y E 6> �A QPP lJrwr'c M/�//mwY a.oJ R 0 C�IG 9g45o KEY MAP MA/N ST - Na'A GS.42 �lb`Art',taq l.cq QY seAec+/r.,.. •soeo.., - NMJs 1 sa 0 \ •GOYELL JA M J ,C aBGRT 6. .3•P.c.oGtJE XZ/[ 11: 1 V YS F'30 A y GwJ� .c sreAdue � - b 5 � a D ek kt Qe� —N BS.d7.3+t 60. 0 2 \• tlo xyn JtV Z 2,/1/0+•� x °s 9 4 N / 1 \ O N Z3,3oz J.i• v \ s kli 1 t, u•C v ° 9• 1 W \ a L3,738 J./. . F P 7 10N� \ ? ! x x N 9 tip. zi oss/s.F.M1'n �% o `D u p 6 qoN Q N 1 a „1 0 t k to .�. f IV � �11•I tiai 5 � / IV O f APP510w GoN T'eD UNDc0 THE [ qv. SUBO/V1S/ON L LAWS �Q BARNS7-ABLE PLANNING BOAXe D Approrat of this plan if soblect_to Q ¢ATE OCT 0 1AT3 Compliant¢vAkb covenant 10 ba S ` recoldod horewuh. f yP� 9ye h a � N� \ �L9.L5 a D,ta OCT I:077 P E /V N C E.N T R A L C o M P A N Y 1,HOWARD W.SEARS,Clara of the ToNd of D—tobtet heaby eerdfr tut tM"dw of epiltovel a' i are by OAT—o!Raro`a Muin¢Boar' b.:._hvd end reear.'+d al tits of ero and ru r::.h•:d:uA t:e n•::my d.Ys ra w ._:r n..irt and aco:faC of rld aotia. TOWN CL61tK SUBO/VISION PLAN O/' GANQ /N CUMMAQU/D BARNSTABLE MASH FOR ✓ONN EL4/-07-7- NOTE O.QMYN BY SCALE I/N.=4-0 •otv TH6 PER/METER OF T///S M.E.S - /LAA' WAS COMP/LEO iROM•A ♦ c�au�� PLAN REC0'A0E0 //✓T//` CN6C.Cc0 sT pgTE:✓UGY2J,/973 as ass GA,eNS7-A LE ,CAC/ST1Ey O< A.A.M• OEEOS FLANBOOK ZIP IA66/6, etas CHARGES N. SAYE/PY/NC. + p - REG/STEREO etrs+a+got s EN61NEER5 SURVEVO.eS NYANH/y MASS. N07 �O ' SOIL TEST PIT DATA.: 1.500 GALLON SEPTIC TANK (H-10): 500 GALLON CONCRETE LEACHING CHAMBER (H-20) EtN I P-10997 P-10997 P-11919 P-11919 NOT TO SCALE NOT TO SCALE NTEST PRL TEST PIT - a✓ ' 4"PERFORATED PVC 20'CENTER ACCESS .<�yTEST PIT �20(2) TEST PIT N21(3) DATE B 13 07 DATE 8 13 07 NOTES: RAISE AT LEAST ONE EXISTING COVER W/SCRE TOAP TO EXTEND DOWNCOVER ro WITHIN J ADATE 5 09 05 pg7E $ 09 05 4p,gGRD. EL. 413 TO WOMAN6'OF FINISHED GRADE roNATURAL SUBGRADE INCHES OF FINISH OGRD. EL. GRD. EL GRD. EL: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THERISER SHALL BE 18'.HDPE.PIPE _ GRADE LDAY'ANO SEED48.2 46.3 EST. DEPTH ALL DISTURBEDAREAS EST. DEPTH 2. SEPTIC TANK FULL BE CAPABLE OF WITHSTANDING H-10 5'DIA.KNOCKOUT(TYPJ 2EST. DEPTH-TO EST. DEPTH TO TO GW. N ATOGW. N A LOADINGADJ GW.. 102" AW. GW. 104" S. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6.MAIL CONC.COVER 1-1/2'TAPER ////!// / i/// r!f/: /J//l/1%/ T:10YR3 7 SHALL BE WATERTIGHT. _ .. ..LSAND ATED _ GONG 12-36'GO,7177� MAX LSER AND.10YR4 1 8" 4. TEES SHALL BE SOH.40 PVC ANO SHALL BE LOCI -- - I RISERLSAN0IOYRS 7 nI-R3 12" B-LSAND WITHIN 12"OF TANK WALL AND ACCESSIBLE FROM TANK - - B-LSAND:10YR5/ 12" 0 B-LSWD t0YR5/6 COVER. - T - 1 LAYER OF 1/BTO 5. FILL ALL UNUSED KNOCKOUTS WITH HYORAUUC CEMENT. II OCR �0 �0 0� / 1/Y DOUBLE WASHEDCl-S CLAY LOAM 24" _ 10YR5/3 -S.CIAY LOAM 24" 4' CIO CIO C OO C�C� OO C7 O C7 t� STCIE ABOVE CROWN 1 OYR6/30 36" lOYRfi/2 �0 [�Q ��M 1:30O OF PIPE 72. �0 �� OE�4 �� 0� 24 t� 0 �`EFFEC3/4-ro 1-1/2- EL=35.3 I DEPTH / E7 O DOUBLE WASHED 65" CI C2 ID'-0' OD C�E7 OOO M= [�O STONE ro CROWNEL=42.8 666Z. SILTY CLAY LOAM COARSE SAND1O' �4' OF PIPE EL=41.1 IOYR 6/2 1GYR 6/4 3' 106" 120" IT '-. - C3 I LIQUID S•-6� 12'-10' 5'OVERDIC ALL FpM� EL = 39.7 2 114" 98 SANDY LOAM 10YR 4'-6- ' LOCATE DEPTH 2V-10' AROUND SYSTEM a4' C2-M.SAND EL = 37.6 _ 116"EL=32.02 6 2C4 150" IO O _ INLET TEE FRONT VIEW I ,QBRUVI G, 5'-8' UNDER COVER OUTLET lEE TO'C-2'HORIZON 03 YERGAT AN -M.IOYR S3 C2-M.SAND COARSE SAND N.SAND W/CAS BAFFLE 3: NHS. SIDE VIEW 10YR7/3 10YR 6/4 1OYR 7/3 3' CIVIL BOT:EL =37.7 126" BOT. EL=J5.3 132" NO G.WATER 156" NO G.WAmY 204" L- - - - - - J uo,Hmoe 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO WITHIN 3'OF FINISH GRADE. 'qo Fp+y TEpH-aWW 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL,MANUFACTURED BY SHOREY OR APPROVED EQUAL BOT. EL = 27.9 BOT. EL - 24.3 L - - 3. GEOTEXRLE FABRIC MAY BE USED IN.UEU OF DOUBLE WASHED STONE. FSS�ONAL kWG {1 DATE: .DATE: DATE: DATE: 6'MINIMUM CROSS-SECTION VIEW DESIGN CALCULATIONS _ MAY 9. 2005 MAY 9. 2005 -R/_13/07 .._8/13/07: PLAN VIEW 3/4'TO i-i/2' TEST BY: TEST 8Y. CRUSHED SroNE- TEST BY: TEST BY: .. BSC GROUP, INC. BSC GROUP. INC. BSC GROUP. INC. BSC GROUP. INC. L BENCHMARK I DESIGN FLOW WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: I CENTER OF DRAIN I - 4 BEDROOMS O 110 GPO/BEDROOM 440 GPO DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS S. DON DESMARAIS R.S. I MANHOLE ELEV I REn BRIAN G. YERGA ENGLANINEER DATE PERC. RATE: PERC. RATE: 44.40.ASSUMED I IIREn eEpllg TANK PROFESSIONALL-ENGINEER PERC. RATE: PERC. RATE: '- NA MIN./INCH .A MIN./INCH '2 MIN./INCH 2 MIN:/INCH I 440 GPO x 2Dox-880 GALLONS SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR. SOIL EVALUATOR ® LOT q3 u5E 1,500 GrII SEPTIC TANK MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB,'P.E. --"" =�E QN RED01RE0 E•�HIN-FA i In SOIL CLASS: SOIL CLASS: - SOIL CLASS: SOIL CLASS: EXISTING 3 RAIL HE.- D DESIGN PERC.RATE <2 MIN/INGH SEPTIC SYSTEM NA 1 1 FENCE TO BE R U` EXISTING �� LONG TERM APPL RATE 0.74 GPO/SF NA REMOVED uTlurx 440 GPD.0.74 GPD/SF a 595 SF DESIGN LT.A.R. L.T.A.R. L.T.A.R. L.TA.R.. - - _ _ '' - i CLUSTER E F OF CHING FAaLm PRowOm A G.P.D./SO.FT. NA_G:P.D./SO.FT. 0.74 G.P.D./SO.FT. 0.74 G.P.D./SO.FT. =w w- _w.4 - �� ( ' 1j► I I 1 L`L USE EN 500 GALLON TION CONCRETE LEACHING CHAMBERS -�D.- _ - o w�• 1 1� �� IN TRENCH SIDES.CONFIGURATION WITH 4'STONE ON ENDS AND 4' Dr + ESTIMATED 1 -'� +- F 8ss qg �u _ AiF _1� // BOTTOM AREAS 33.5'X 12.83'-429.8 S.F. #81 RUE MICHELE SEASONAL HIGH _ .OBSERVED PERCOLATION UNSUITABLE 'G T4 x t iaa $1 �_,L <. 1 GROUNDWATER - GROUNDWATER TEST ® MATERIALS - l-}p \ �`I/ EFFECTIVE AREA 615 S.F. I85 S.F.yt a'44;0 fH PROPOSED 3 , "`+ o -+.w SIDEWALL AREk- 2 X(2 X(33.5'+1283'))m 3 -RAIL FENCE -�"' �`0 -\�_w�� LEACHING IN ` \� 615 S.F.X 0.74 GPD/S.F.v 155 GPD(INSTALLED CAPACITY) PROPOSED 3 / I . `I. I _mil "� - 4 455 GPD>44D GPD(15 GPD RESERVE CAPACITY PROVIDED) BARNSTABLE RAIL FENCE n /. S77.4g'J0• ° 01 �_ w= LASE VARIANCE REQUESTS I�.: - m j ROPOSED f H 4�_'' " ° MASSACH TITS m ' NONE \ }�- _w (BARNSTABLE r` w BARN ABLE COUNTY) / / Gl , - o G\ LOT#1 PROPOSED 1 .. � / i �� ^ .- N/F PEASTONE/ ./ / / / / NOTE. / Rz?S� `\ ,\ ° MARCIA ELUOTT DRIVEWAY _ 0. q O \ �' f THE CONDUCTOR SHALL ENSURE THAT ROOF DETAIL PLAN TOWN OF.BARNSTABLE REGULATIONS ze.e• - _ DRAINAGE FROM THE PROPosFD DWELLING \ fr ,uPROPOSED d J IS CONFINED ON-SITE. REQUIRE SOIL EVALUATOR TO INSPECT PROPOSED DWELLING ; WALKOUT "1 BOTTOM OF EXCAVATION PRIOR TO ANY COVERED TOP OF `: ELEV d1.z ACCESSWAY H PROPOSED` PROPOSED / LINE 29,20I7 INSTALLATION AND ALSO PRIOR TO FINAL p _ 'FOUNDATION j _� 1,500 GALLON -BOX _u A .� ELEV=49 00-. '. ', SEPTIC TANK S BACKFILLING. / PROPOSED f Y + """' 1 zd / SLAB=48.3 PROPOSED .0. D• {1 `t - I PATIO PROPOSED EL=48.6 `�.�A OBSERVATION PORT GENERAL NOTES c� 1. THIS PLAN IS.INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE j LOT IJ2 " DISPOSAL FACILITIES.DWELLING AND ASSOCIATED SITE WORK. - `- 1 ,_I. ( �. O - '' ASSESSORS MAP 335 N0. DATE DESC. w �. - PROPOSED s PARCEL 67 F� 1 8/4/17 REMOVE DRYWELLS f1 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.GDO AND PEA DRIVEWAY I I TP#2 T.0 ACRES/ BARNSTABLE BOARD OF HEALTH REGULATIONS. \ DRIVEWAY '. SWIMMING " / I 44,752t S.F. 3 POOL _ ( Jj M 1 THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT.OF THE PS\ TPaJ21(3 247 1 I A ® SCHEDULE OF ELEVATIONS PROPOSED LEACHING FACILITY. - a 4. IF AN OVERDIG IS SPECIFIED.REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE - TP♦�2"(2 ` ' \ - w - - fib TOP OF FOUNDATION 4000 A MATERIALS. `. _ C- =d.�- - .vim 4'INVERT AT BUILDING }y20. B 5. IF AN OVERDIG IS SPECIFIED,REPLACE.ALL EXCAVATED MATERIALS WITHIN'THE LIMIT OF `�- I ' 1 /H 4'INVERT AT SEPTIC TANK(IN) 4L4fl C EXCAVATION WITH CLEAN GRANULAR SAND,FREE FROM ORGANIC MATERIAL MID _ _ `Y�1 1 42 - - 4'INVERT AT SEPTIC TANK(WTI) 4L23 D DELETERIOUS SUBSTANCES MIXTURES.AND LAYERS OF DIFFERENT CLASSES OF SOIL 1 v 1 y t n 1 .4"INVERT AT DIST.BOX(IN) 40.67. E SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 � =i 5 4'INVERT AT CST.BOX(OUT) 44.90 F -0..1_..r,- -O'- I M7C)'58 43"E PROPOSED INCHES. A SIEVE ANALYSIS USING A 04 SIEVE SHALL BE PERFORMED,ON A w ♦i�.> tr "-'O' 1 1 ' - 59e^';O 50 LEACHING N REPRESENTATIVE SAMPLE OF FILL UP TO 45X BY WEIGHT MAY BE RETAINED ON THE - L£ACHINC PITS ELEVATIONS AT LEACHING FACILITY: NIO 59 40"F PROPOSED FUTUREPOOL, UMD OF 5 FT.OVERDIG 14 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF '39 2�' FENCE&CONCRETE PATIO AND REMOVAL TO UNSUITABLE SOIL ~I THE FOLLOWING SPECIFICATIONS _ lAGTION.SIAS=45.0 DOWN TO TOP OF C2 HORIZON 4'INVERT AT GONG CHAMBERS 40.32 G (BRKOUT 41.32) 47.el PROPOSED RESERVE BOTTOM OF LEACHING CHAMBERS 38.32 H H'1 AREA BOTTOM OF TEST HOLE 02 24.30. J 10OX MUST PASS 04 SIEVE N1.'".9 4J PREPARED FOR: ANDREW & KELLY ADAIR bi 10%MUST PASS#50 SIEVE 0_20%MUST PASS 0100 SIEVE 13 TRAIL O-SX MUST PASS A200 SIEVE SANDWICH, MAN02 63-2568 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES DISTRIBUTION BOX DETAIL (H-20) SYSTEM PROFILE 508-209-4459 NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. 8 CONTRACTOR SHALL VERIFY THE SIZE LOCATION AND ELEVATION OF INVERTS OF UTIUTES NOT TO SCALE - NOT TO SCALE _ AND STRUCTURES,WITHIN THE LIMIT OF WORK,PRIOR TO THE START OF CONSTRUCTION. IF 4 $CI 40 PVC BSC GROUP rT r\T jn ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED,THE CONTRACTOR REMOVABLE L=28 FT. LJ (lVT-1KV■�./,V P SHALL NOTIFY THE ENGINEER IMMEDIATELY. COVER TOP 5�0.02 FINISH GRADE 6'MAIL NOTES; TOP FOUNDATION TO BE SET LEVELIH 42.1-43.5 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED 1. PROVIDE INLET TEE OR BAFFLE WHERE _ FOR MIN.2' 349 Route 28,Unit D CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES,AND CONC.RISER T PUMP OF PIPE EXCEEDS 0.08 FT./FT OR IN EL 43.St 4 SCM 10 PVC PUMPED SYSTEM. Lm78 4'SCH 40 PVC W.Yarmouth,Massachusetts T SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 2e. 2. FIRST TWO FEET OF PIPE OUT OF DIST.BOX S 0.02 02673 4'WALLS S" TO BE LAID LEVEL f 6. CONTRACTOR IS REQUIRED TO NOTFY DIG-SAFE_PER MASS.STATUTE CHAPTER 02,SECTION 3, ALL PIPE CONNECTIONS AND CONCRETE C.O. 0 0 5087788919 i 40 AT(886)34h7233)A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCT ON. CONSTRUCTION D KNOCKOUTS WITH t 4. FILL ALL UNUSED ALLB AWITH MORTAR. o,� 5. CONCRETE COVER SHALL BE RAISED TO I-B 1-D I-C o 0 0T. © 2017 BSC Group.Inc. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER.INSTALLATION OR 11 •O O r (6)S. PIA. WITHIN a INCHES OF FINISHED GRADE. o 0 0 0 0 J4 USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CUR iS240(4). 2C KNOCKOUTS - I=C IeE 1=F H SCALE: 1" = 20 13' LEACHING . DISTRIBUTION 14.0't SEPARATION CHAMBERS 10, THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE SEPTIC TANK BO% : 10 20 40 .80 j RESERVE AREA(IF NEEDED). 3' BOTTOM DOTE: J i BOTTOM ON LEVEL• FILE:...Projects-YAR\4882805\C\D\4882605-SP.dwg b 8'MINIMUM MAGNETIC REFLECTIVE TAPE SHALL BE PRONGED ESTIMATED S.H.G.W.(BOTTOM OP TEST PIT/2) STABLE BASE PLAN MEW IN THE TRENCH OVER ALL PVC PIPING DWG. NO:5626-0 3/e•TO 1-1/2- SHEET 1 OF 1 - CRUSHED STONE JOB. N0: 4-8828.05 � - KGnON MEw %-� ®fly // t5 i — :..__.;..,.. aCchitecls,iulerim�desisucrs LuilJers ; I I .- , ! 400 Main Street 1. 4 I'- I,I �' Chatham L � Massachusetts 02633 °I. ,l (-;_;..._:- .. ;[,; fl`If i•y un1L 1:.; �u!-tr.ixl, xt.i;� _l'ri_tl 5 08 241-1757 1 1 t 1' rll t�!ilII !it I`4 .I I. Illi!'" ! r [.0 LII:� }J rll-!t ili 11 ll�I t J I(I 299 White's Path J i U'J J ,UI(`�I'I '' , f '•_-11 ''i. 'rfl' r`Ll if 1. '., t 1',:il I ll.l I ',,',_ II','..I.,r_.l!J �_I South Yarmouth f I ... 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I .,L �.:I 1 r.Y.: t� -, L, I;i..-;_r '11 :,:' n .�.I,.;..I � t..' `I (faa)5087605500 lI ld:al lr T l Ilr If L. 11 I. _u.J_'y "I I Ilt 1,: _._.� I ..Llil I.f.'i.i I Ill'..�::- J' 7. -1 � ..-:.. ..,....... L�.11. l'. II.I ,:.1' ., 1. L_._ f f rll I'I'Ir rl r. -=� ......... �,� � '�4' �• .. ERTARCHITECTS.COM ! � IL ', ul) t` LI .I 141 �L � �Y, I.-.._tj .fl - -- _1 L l I , !L I.r,: t 11 4..1 t ' 1' . )III ; , 111. I II I! `Ir 1 .:r --- ( . -_ 1 . :. 1. - - -_ - --.'IlCl cz; K /A DAI R -LJI . ip- ,�_ a �� [] , � ■ } , I J:r:_ Residence aoo _ 81! ..1..: Rue Michele SMOKE DETECTORS REVIEWED Barnstable of i7 Massachusetts BARN- LE BUILDING DEPT. DA E FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED&SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE&MARKED "PERMIT SET"OR"CONSTRUCTION SET". LIST OF DRAWING NO REVISION DATE S THE CO COVER SHEET 7 AO FOUNDATION PLAN 1 4 AD AIR e R A PARTIAL FOUNDATION PLAN i —"" �tit 1„ .�`g:' I -•'t 'a� I A0.2 0.2 FOUNDATION DETAILS ^ Al FIRST FLOOR PLAN PROJECT#: 200617 , 6,, �. RESIDENCE r ` . I D � � � � A1.1 BARN FLOOR PLAN REGISTRATION: 17 '+ gt�.' �`'' n C J A2 SECOND FLOOR PLAN .:.:_..._..._. _.--- NF - f A3 ROOF PLAN E Ld� F I �� A4 NORTH&SOUTH ELEVATIONS A5 WEST&EAST ELEVATIONS t .' ,��;!�",>' - AS PARTIAL ELEVATIONS ' *� I ,r Rue Michele A7 BUILDING SECTIONS AS SCHEDULES&DETAILS Barnstable S1 FIRST FLOOR FRAMING PLAN SCALE: 1/4"=V-0" Massachusetts S2 ROOF FRAMING PLAN SHEET NUMBER: C 0 DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS t - l OA _ 46 26 0• NOTES: - .. Concrete to be 4000psi at 1. MAIN FOUNDATION WALLS TO BE 10"POURED CONC.W/2 p 28 days. 3/4"aggregate. @#5 TOP AND BOTTOM BARS. REST FOUNDATION ON 110� '-' `•' '- -' -' are i ,,. Provide first floor deck before backfill: - 10"X20"STRIP FOOTING. PROVIDE 3 @#5 HORIZ.BARS c CONTINUOUS IN STRIP FOOTING W/KEYWAY. PROVIDE - - -----------�' - y 1 L 2"ANCHOR BOLTS @ 2 O.C.MAX.AL - - d builders Note: Provide min.8"between finish 2. ALL STRUCTURAL STEEL COLUMNS architects interior esigners MNS TO BE 4"X4"XS/16" 4"CONCRETE SLAB grade and top of concrete wall. SQUARE STEEL TUBE COLUMNS TO EXTEND TO FOOTING _. i Grade to be pitched away from structure. BELOW. PROVIDE 5"X6"X5/8"CAP PLATE AND T'X12"X3/4" - GARAGE ABOVE 400 Main Street Pitch grade away 1/8"per foot from BASE PLATE W/2 e° 3/4"DIA.BOLTS. WELD ALL 1 structure at least 6'-0"away. z• Drop top of wall Chatham CONNECTIONS. FOOTINGS TO BE 42"X42"X15"SQUARE 15`aZ 12"at door openings' -6• 's0• Massachusetts 02633 CONCRETE W/3 @#5 BARS EACH WAY. t06 241-1757 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. - - - 4. DUST CAP TO BE 4"POURED CONC.ON COMPACTED FILL. 1 'G• 5 CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 299 White's Path 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS South Yarmouth REQUIRED BY CODE(WINDOWS OR MECHANICAL) ` _ - Massachusetts 02664 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION 3,3• 508 362 5883 WALLS MAINTAIN 4'-0"MINIMUM COVER. ' -........ - - -.-- - _- ------- S08 760 2800 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL (faz)5087605800 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL Typical#5 Bars @ 12 o c ERTARCHITECTS.COM STRUCTURAL COLUMNS. (vertical)poured into main PORCHq•.6• ..._._ ... ._ ..... 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR Foundation walls to tie m DIMENSIONS. ANY MISSING,INCORRECT,OR knee walls ABOVE 4-3 QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ..._. _ I Drop top o wall a'-0' ATTENTION OF THE ARCHITECT BECOME THE 12"at do openings t : oI' RESPONSIBILITY OF THE CONTRACTOR.- � 3`6' 3z- ', p .. f 005 3 1., 16-5ADAI 2 ResI n ic S.6'M.O. \ 14 g• - ,q'-0' i 13.-°. 4 � g a. �►s~ Typical#5 Bars @ 12"o.c. sq o pR ew` (vertical)poured into main - 12 J Foundation walls to tie in oA q 3 _ BO knee walls 81 Line of eams'above, ... _. Rue Michele 36-0- Barnstable I 6.,° F Massachusetts ool 10'L� BASEMENT 4`2• i 2240 SQUARE FEET - 16 5 Pit cleanout z Provide 10"square ier y\Y:� on 36"squar footinj 1 for ' Column supp rt abo ie - 003 THESE PLANS ARE NOT TO BE ......o. r - .' � USED FOR PERMITTING OR _____ _ _Line of Beams above,_ 13- CONSTRUCTION PURPOSES -- see flrstoom g ! UNLESS STAMPED&SIGNED WITH --- -—-—-—- —-—-—-- AN ORIGINAL ARCHITECTS TAMP In ....: q q 1.... .. . .._. ... ....._ AND SIGNATURE& A :. 1z.na• -,Y—:F T-o• ,1--- -ee 3a. .-34- 1s cT 1z vl ..� < < e "PERMIT SET"OR"CONSTRUCTION ...'.... ...... .... ....._ z.o' zfi-o• SET". ..... .,. 2 M O. NO. REVISION DATE 1 � Drop top of wall 3'-2-MA. 12"at door openings 12 p ' 004 ' 3'qg - c. WORKS OP CRAWL SPA Typical#5 Bars @ 12"o c a (vertical)poured into main PRq dEbT# 20D617 _ 6•-0• !...._._T. 2 3 o ails to.tie RE�ISTRATI6N. --.-• a 4q _ Ha. Foundation w e in knee walls ° 1 a ................ r z. PORCH ABOVE 6-0 6-0 _ - 2 a Typical Bars @ 12 r t .,..... #5 Ba o,, ... :�' mat �4.. ......: Foundation cal p w ll o tie in h poured' was t ,�♦ knee walls 29'-0' 2'-6' 2'-6' 1S-0- 6.� SCALE:1/4"=V-0" SHEET NUMBER: )1*4r s-6` .O. Drop top of wall 12"at door openings FOUNDATION PLAN DATE:AUGUST 1,2017 6 -- THIS SHEET INVALID UNLESS - - ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION ............... 26' afcC:hL 5 TG 4R 9 Kr O.H.�R� 400 Nfam Street 52' Chatham Massachusetts 02633 508 24 1-1757 14' 8..o. ---------------- --0— 7— is 1 4 299 White's Path -a__ I -- 1; -1 q- South Yarmouth T-1 a Massachusetts 02664 ......... 508 362 8883 32 1 2; az.xs 5 0 2800 tzl (fax)508 760 5900 MUD- 322.1'q ?2n4 00h,1 2--Y 1��; nz .1 1;x4 MUD- 34 ERTARCFUTECTS.CONI EME M TER T 32X84 OOM Clg. F-T T 1 E FUTURE 5 zz PATIO SCREE t PORCH 12 ADAIR '24— 1p.D-k ___:: J� Residence 12'-E�- 1 32 27-108- —7 L 13 117 xe� 81 -X.4: C", D Rue Michele WIC 42-a Barnstable KITCHEN i CO" 4 2 2--i I',' DRESSING R 2-s,- Massachusetts 2 i GREAT ROOMI _a C.th.d,.l Us PANT ........... . ......... ............... -............ 7 i z Linen-44' ................... a* 4 J MASTER BATH QO -—--------- 2'-712" A- 0 31 3 CARPORT THESE PLANS ARE NOT TO BE 14 USED FOR PERMITTING OR + CONSTRUCTION PURPOSES Tub I'f 3-1 N —1-2 3, 7.0 UNLESS STAMPED&SIGNED MTH 28' fjC,O AN ORIGINAL ARCHITECTS STAMP ------- AND SIGNATURE&MARKED Ox 2) "PERMIT SET"OR"CONSTRUCTION 6MMCO------ 321 i OFFICE 7— tze C12 a SET`. DINING ROOM OVEN 3' ---------------------------------- ( pluA NO. REVISION DATE �Z'A 8-- -2 4 348 BEDROOM FOYER J WORKSHOP \211 11 Q VaNReC 3— -Ins �4_ ZQ 21 -5' -a, 2 R7 111;2 12— 56 4wQjftSj:;w__Z60- -1-EiD 4 ------------ A 11 11 17 1 111 6 1 .. 1�1 11 1 1 ............ .........O �2 .............. 2 W 4s4 ............................................. ................. ........... 4.......................................................................................... ....................... -' .1-i--s--- --------- - 8s 5 ...................... ................ 12 46 12 15, A. FIRST FLOOR PLAN VPNG DR. SCALE: 1/4=1'-0" 1ST FLOOR 2ND FLOOR TOTAL SHEET NUMBER: 2470 S.F. 540 S.F.LIVING 3010 S.F.LIVING LIVINGAREA AREA AREA ---------- Al DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE a X4r qVVNG OR. 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GRADE VARIES ___IS SCALE: 1/4"=V-0" BXB P.T.POST 6X6 P.T.POST SHEET NUMBER: CAS EDN IX TRIM CASED I TR IM WEST ELEVATION Without BARN A 6 DATE:AUGUST 1,2017 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS hl tS ------------0 2T-6'TOP OF GABLE RIDGE architects interior designers builders _- C, IT RUN 400 Main Street TL:I DEILINGJOISTS ' Chatham 2X10 1z Massachusetts 02633 508241-1757 �2%tO CEILING JOISTS �- 15-6•TOPOF2Id FLOOR Pi.AIL- 299 White's Path ( 2 Y RUN .� �'�,� South Yarmouth 8.4'2ntl FLOOR HEADER —-+-—-—-—-— Massachusetts 02664 12 10'-tO-RISE o F:.'fib ~�10:10 I ❑ ❑ ❑ tt'-6g• —_ '� -DL.E 8883 12'RUN ALL GABLE iP-f0'ftISE 50$7602$QQ I 1 ROOF PRCH fax 508 760 5800 10'-10-RISE Z � `y.=.�,�` ERTARCMTECTS.COM f:a .2, F,., •_ 2%tOCEILING JOISTS -.� r"; "-- ,..- A,t ]6'FLOOR JOIBERO.-M#Z� �. TOPOF PLATE / : 8.60 ..zs. -.�.._. ..�—_---�—.•-P ,STOP OF PLATE ��•� A IR 4-jst FL_WIIML—OOR HEADER I L. --- -- i Residence III e B ❑ B'.6' I, s, O FICE PANTRY PORCH ...... . ........ L.�.. -� _ I lei]/e•FiooeJOlsrs ," ... ,r--- .,•JIB'`.. e 43 -_ ,_ GARAGE t �+-ir F j MASTER BODRJROOM t yy:: `- L_ �11� I IN FIRST FLOOR _ BI/2'DECK J016TS _ -,,LL��- OISTS yT -ICI I` `_��:...Cx_._..-.i+a:.r._:.:.: ..'�„ + 4 Iy rc 0B TOP OF FOUNDATION 1.0 . Tt_�� x.,. V1 RARue Michele r V. r f t Barnstable - _ BASEMENT BASEM NT Massachusetts I_ _ �� FINISHED B48EMENT FLOOR ELEV „ LI.1L�L—I 4•CO—SLAB f SECTION A THROUGH GARAGE AND SIDE ENTRY SECTION B THROUGH MASTER BEDROOM RIDGE BEAM THESE PLANS ARE NOT TO BE BE FRAMING PLAN USED FOR PERMITTING OR ® OPOFGABLERIDGE _— FOR SIZE _T -- CONSTRUCTION PURPOSES 12'RUN • '1 ii �i is iI �� I �� it it it 2'RUN 2-RUN UNLESS STAMPED B SIGNED WITH 10'-10•RISE - 10.10•RISE 0 IT RISE AND SIGNATURE ITECTS TAMP SI &AN IGINAL HMARKED /opt 'i I II �zt_11 TOPOF20RMER GABLE RIDGE "PERMIT SET"OR"CONSTRUCTION SET". 2%10 CERING TIES . _ - I �I I: PS i I i 1 I. NO. REVISION DATE TOP OF CATHEDRAL CEILING I II ( i— N I I 1 I, It 0 0 1 I I t0-RISE �� - - /+/'• I j uro celuNc JOlsra � I ll Ii D I .tE¢�D ARC,. YI s. 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TYPE REMARKS WINDOW TYPES NOTE: WINDOWS SPECIFIED ARE MARVIN INTEGRITY. DIMENSIONS SHOWN ARE FRAME SIZE. 001 H TYPE A TYPE 6 TYPE C TYPE D TYPE E TYPE F TYPE C TYPE H TYPE I TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 002 H ITDH3044 ITDH3246 IIDH3648 ITDH3056 ITDH3072-(2 ITOH2660 ITDH3060 ITDH2660 ITDH3060 IAV12519 IAB142523 IARN2923 ICAP2947 ICAP2543 ICAP2543 ICAP2543 ICAP2543 ICAP2543 ICADG7319 arch[ _, ts 003 H �. . . �■ 1 70 1'-1ta 1'-1 / / ♦ \ 1'-78 /" r ooa H a•-,a a•.,1a a.-�. �. a•.,,q• i •L-z'-°'-Y y-z'a--1 Y—z's•—Y s'.11a \ \ / / �_a."°• j � ..__._,._.....•.___� a 11 s-1,a � � a' � architects interim•designers builders Lr.°--lY--r.o--Y1-z•-v-dY-r.v--ll-z.w-1' -o- 2 �-2'-71'� 101 E 3 1,12"STUD POCKET,TEMPERED �2'"61-� 4-2 52"—}f�-2•.11'-1 �2.- _} zt z zl z i 400 Main Street 102 P y--2'-51' -SZ—j z z Chatham °z Massachusetts 02633 103 N 2'-5"Elk R.O. 508 57 TYPE P TYPE 0 TYPE R TYPE S TYPE T 104 R IIFO5068 IIFD6066 IIFD3068 IIFO6068 1IF03068 IIFD3D68 1IF03068 299 White's Path South Yarmouth IDS Massachusetts 02664 508 362 8883 1 106 E TEMPERED / \ \ / \ ❑ / \ \ m s- 5087602800 A s-o c.o- ro• c-o- o- j ay ) � \ / / ERTARCHITECTS.COM P508 760 5800 109 A L k--a'-11•—1 y s'-++'� k1•-c�l--a. "a,�. k--`-oe l�2 s-1,• 11--a —1J�-3' —1 1—s•n,-:-1' 11p A �• �• p q 111 A A®AIR 112 D 11 0 114 p Residence 115 D 116 J 117 L 3-STUD POCKETS 81 11 S 3 1/2•STUD POCKETS R u e Michele 119 T 12D G Barnstable 121 F 2 1/2'BEAM POCKETS Massachusetts 122 M FIXED TRANSOM 123 B 124 8 125 B 126 A 127 D THESE PLANS ARE NOT TO BE 128 D USED FOR PERMITTING OR CONSTRUCTION PURPOSES &� 129 D UNLESS STAMPED&SIGNED WITH AN ORIGINAL ARCHITECTS STAMP 130 D AND SIGNATURE&MARKED "PERMIT SET"OR"CONSTRUCTION 131 D SET". 132 D NO, REVISION DATE �5 201 J TEMPERED CLASS 202 D 203 D 204 D PROJECT#: 200617 205 D REGISTRATION: 205 D 207 D 205 0 209 0 r 210 J TEMPERED GLASS 211 A 212 C ! 213 0 ALE:AS NOTED SHEET NUMBER: 2ta c 21S U S'-I"DIA.R.O. A Y /`R®ems 216 K 217 K DATE:AUGUST 1,2017 218 K 219 N 2'-5.01A.R.C. - THIS SHEET INVALID UNLESS 220 N 2-5"DIA.R.O. PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION ACCOMPANIED BYDRAWINGS SET OF WORKING DRAWINGS ------------------------------------—---------------------------------------------—..-..----- — — ir---------------------------------------------------------------------------------- -, --- . -- j -- - (- arcV�- ts j I 4"CONCRETE SLAB n 7/8'FLOOR JOISTS 0I6.O.C. architects interior designers builders j GARAGE ABOVE j !! 4 Main Street 00 Chatham j - _ Massachusetts 02633 1 za 508 241-1757 ............ --------1 299 While's Path -i South Yarmouth _ ------`t l ! Massachusetts 02664 FRAMING NOTES: : j I Sos 362 9883 I. ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO.2OR S.P.F. ! ! SOS 76O 2800 GRADE NO.1 AND 2OR APPROVED EQUAL(UNLESS SPECIFIED I OTHERWISE)AND SHALL MEET THE REQUIREMENTS OF THE j PATIO ABOVE (faX)5087605800 AMERICAN F PAPER ASSOCIATION.THE MINIMUM BENDING S I ERTARCHITECTS.COM ALLOWABLE BENDING STRESS(Fb)SMALL BE 1050 psi.THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 400 FsI THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E) SHALL BE 1,400.000 psi. s* 2. ALL LVL'STO BE BOISE CASCADE OR I-LEVEL WEYERHAUSER VERSA-LAM 3100FB OR APPROVED EQUAL.THE MINIMUM i n : is 1 sa ALLOWABLE SENDING STRESS(Fb)SHALL BE 3100psi.ALL LVL ! ' POSTS TO BE VERSALAM 11 265OF6,1.8E PARALLAM PSL OR AP PROVED EQUAL.INSTALL LVUS IN ACCORDANCE WITH THE SECOND FLOOR FRAMING PLAN ®AI e a MANUFACTURER'S INSTRUCTIONS, �- - -ROP 60 C -H I V 3. USE 3A"TONGUE AND GROOVE STRUCTURAL GRADE FIR ---------------- ---- - ----------_--- ------------------- ------ - ------- _ -- -------- ---- e NOTES: Residence GRADE FI FLOOR SHEATHING,OF EXTERIOR STRUCTURAL 1. ALL FLOOR JOISTS SHALL BE EITHER N O TJI OR 912- GRADE FIR(COX)PLYWOOD ROOF SHEATHING,AND 1/2" I o ALLJOISTS 25 16"O.C.TYPICAL.RUN CONTINUOUS 12 WHEREVER POSSIBLE.EXTERIOR STRUCTURAL GRADE FIR(CDX)AT WALLS.ALL JOINTS 6 SMALLS BLOCKED WITH LUMBER OR OTHER APPROVED g SUPPORTS.4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS ANOIOR DOUBLE ALL JOISTS UNDER EACH PARTITION. 5. USE FULLY NAILED METAL CONNECTORS(TECO,SIMPSON,OR ! I cwmrver EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS _ 1 FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. I j Rue (� p fi. FOR LVLBEAMS F RDHEAOERS UBLPROVIDESOLID6OLVLMINIMUM RUe Michele POST SUPPORTS FOR DOUBLES AND SOLID ID 1X4 6X6 LVL a MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS.OR AS i OTHERWISE SPECIFIED ON THE PLAN, 5 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN J PLYWOOD ASSOCIATION APA GLUED FLOOR SYST EM.TEfd.WOOD Barnstable GLUE TO BE CONT CH INC. .PL9005UBFLOOR CONSTRUCTION UC ION ADHESIVE OR APPROVED EQUAL. I `e O ve re a :oE w j ¢ I J : e Massachusetts 8. BUILT-UP BEAMS(3 PLY MAXIMUM)USING CONVENTIONAL , FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10d NAILS AT 12"O,C.LVL BEAMS(4 PLY MINIMUM)TO BE i I THRU-BO LTED WITH 1/2"Dlq.THRU-BOLTS OR EQUIVALENTRD ER ; vmxer SCREWS STAGGERED TOP AND BOTTOM AT 16"O.C.OR II I/6-FLOOR JOISrS®I6'O.C. AS OTHERWISE REQUIRED BY THE MANUFACTURER. 9. ALL MANUFACTURED FLOOR-JOISTS TO BEDESIGNED BY THE SUPPLIER/MANUFACTURER.SUBMIT SHOP DRAWINGS AND I I I CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION, --_-__- 10. ARCHITECTS DRAWINGS DEMONSTRATE DESIGN INTENT,IT IS THE RESPONSIBILITY A MANNER OF THE CONTRACTOR INCOMPLETE THE j WORK IN A MANNER THAT ACHIEVES DESIGN INTENT,11. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OR g 1/2'ROOK JOIsrS o Ifi"O.c. THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THESE PLANS ARE NOT TO BE AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS :........ .........._...._--. ._-.._-.._.... _.._...- ..._..._-----.-__.-----_--___-_ _.-__.____-- CONSTRUCTION MEANS,METHODS,SEQUENCES,WARRANTIES, ra CONSTRUCTION PURPOSES AND PROCEDURES,ANO FOR CONSTRUCTION SAFETY. USED FOR PERMITTING OR LaL UNLESS STAMPED&SIGNED WITH- AN ORIGINAL ARCHITECTS STAMP . ._..i AND SIGNATURE&MARKED FIRST FLOOR FRAMING PLAN "PERMIT SET"OR"CONSTRUCTION SET". i NO. REVISION DATE it i 7777 - - PRgJCDj+# f,0 7 64 ^ T,N' 0 I EGIS]R2kTrON: 0 7//°u . 10730 �T s II 7/8-FLOOR JOSTS 0 15'O.C. --- - GARAGE CONCRETE SLAB yi RT' ti I jj !j I j SECOND FLOOR BARN FRAMING PLAN SCALE:3/16"=1'-0" SHEET NUMBER: NOTES: 1. ALL FLOOR JOISTS SHALL BE EITHER 11N O TJI UO 9 12" ALLJOWHEREVER P @ 16"O.L.TYPICAL RUN CONTINUOUS j WHEREVER POSSIBLE. ! iS1 j DATE:AUGUST 1,2017 -- ----- - •! THIS SHEET INVALID UNLESS :--____..__.-.._ :.__—.__—_.____..._...-...._________.__�__._._.----__------- ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 - NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS ts ra- rch� ................ irchitects, interior designers builders 400 Main Street Chatham Massachusetts 02633 508 241-1757 R 1 299 White's Path South Yarmouth I j Massachusetts 02664 508 362 8883 508 7602800 (fax)508 760 5800 ERTARCMTECTS.COM ADAIR 4- esi d ence - --------------------- --------------- ---------- 81 47 Rue Michele LIZ: T Barnstable --w ---------------- Massachusetts .......... NNI - --------------------- ....... ----------------------------------------- N ------- . . . . . . . . . . L VU-1-16 —1—Er.S I j j I Aril 1 1; 4 THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES ——------------ UNLESS STAMPED&SIGNED WITH AN ORIGINAL ARCHITECTS STAMP • AND SIGNATURE&MARKED "PERMIT SET"OR"CONSTRUCTION Q"once boor SET". NO. REVISION DATE ROOF FRAMING PLAN NOTES 1. ALL RAFTERS SHALL BE 2XI0 ail IS-O.C.UNLESS NOTED OTHERWISE. 2. ALL CEILING JOISTS SHALL BE CONTINUOUS 2X10W/2X6XB 0 ER NET WIDTH.3 ALL N NON-BEARING RIDGE BEAMS SHALL BE I 3/4'XII 7/8'LVL STIR NGBACKS.RUN FULL LENGTH MID-SPAN FOR AREAS VM7 17, 4 LAY ON ROOFS SHALL BE 2XB@ 16-0.c,5 SNOWPOSTS SHALL BE4X4D-FIR Y\ 6. CONNECTIONS SHALL BE SIMPSON H2.5A CLIPS @ ALL AATION: TAIL/JOIST BEARING POINTS, 7. ALL PITCHES AND ROOFNJ INTERSECTIONS SHALL BE FE:LD VERIFIED AND SHOULD HAVE A MINIMUM OF 4"FOR FORT. FLASHING/WATERPROOFING.ALSO BELOW ALL WINDOWS. SCALE:3/16"=1'-0" SHEET NUMBER: S2 BARN ROOF FRAMING PLAN --DATE:AUGUST 1 2017 ----------------------------------------- ---------------------------—- THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE PERMIT SET 08-01-2017 NOT FOR CONSTRUCTION SET OF WORKING DRAWINGS - I Jrl— _..�..__- _.___._— —...._ 'tVL7._..._— EXISTING 3 RAIL RUE EXISTING �— EXISTING TO BE UTILITYf7ENCE ail REMOVED :1::: CLUSTER W 47— — — ---- ^w k, I CHELE WA 74'r 4• '` .• L=144. 81 \ R=630 . 99 ' o = o ' S14.44'` 0"W =. PROPOSED \ RAIL FENCE ;:: \ —, _- �� w�-- 3 / ::: srj % _ ►� PROPOSED HEDGE PROPOSED � / / / / NOTE: `S o�a #1. PEP,STOAY/ / ${ $ 42 / / THE CONTRACTOR SHALL ENSURE THAT ROOF O DRIVEWAY/ / {� }' k 4� �� DRAINAGE FROM THE PROPOSED DWELLING LLtOTT ' CONTAINED ON IS CON / 1 4,4 PROPOSED ' c WALKOUT 28.8' ` _ PROPOSED pW�ELLING � � `r / PROPOSED rFCrf f a ytgcv ! Ks t} d; / ELEV �41 .2 PROPOSE\ N COVERED 1 500 GALLO D-Box , x TOP OF ! � a y � .sc'S •a'• ' \ ACCESSWAYrt, FOUNDATIONS k � � F . 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II II II II II SCALE: 1/4"=1'-0" I; SHEET NUMBER: II ;, II II I, II II I I II II II II II II II II I II I II I I II ; II I I II II II II II II II II II II II II II ; II II II i II II DATE: SEPTEMBER 5, 2017 II II II II II II II II II II II II ____-___-__ THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE STRUCTURAL ENGINEERING SET 09-05-2017 SET OF WORKING DRAWINGS