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HomeMy WebLinkAbout0138 GOSNOLD STREET�f. � - - - - - - - , ��.-__.-_.�� ,. r f�----A- --r_- _..__, -__�-_�_ ,� i `I I Town of Barnstable _ Building at x�- ;: ���`" `?x A e� :�. "'�� �, �w� �w�.^r:.�•:, ;� � � "xa#& ."Ys. �s,;' *<^� '`*1�`'„cam' `` _z PostaThis Card So�That�it�s:Uisible,aFr,„om�the Streets Approved�Plaris Must be,�Retamed�on;Job and:�this Card Must be Kept � '"AS& Posted�Unt�I�F�nal Inspect on Has`-Been Made F�� �f � °� �, �_ � � �, �' � � 1639 1 xi£1 >. y x �. i fi �° W,�her�e`a Certificate of Occupancyis Requiredsuch,Buldmg shall�Not be Occup�edFuntil azf�nalflnspect�on�has been made,, �� Permit Permit No. B-17-4432 Applicant Name: Thomas Hart Approvals Date Issued: 01/08/2018 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 07/08/2018 Foundation: C .Z Residential A104D f Q rl Map/Lot 324-009 Zoning District: RB Sh athing Location: 138 GOSNOLD STREET, HYANNIS �� x 0 ContractorName _ ENCORE CONSTRUCTION 0 naming: 1 iS Owner on Record: HULTEEN CARLTON W& LILLYA u� COMPANY, INC. ` rev 2 Address: 138 GOSNOLD STREET • ., Contractor License z126781 Chimney: HYANNIS, MA 02601 � Est Project Cost: $200,000.00 l��g Insulation: Description: Construction of a new detached garage with eoof deck- r Permit Fee: $ 1,120.00 R- u G�SJ& i /7 Mk7 Project Review Req: 'AS BUILT'SURVEY REQUIRED BEFORE START QF FRAME. Fee Paid $ 1,120.00 Final: 6 Date 1/8/2018 Plumbing/Gas $$ k& E - ,ivk .: �r--- Rough Plumbing: 3 "a 3• - s; ��x ;Building Official Final Plumbing: ' Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six monthsaff&'issuance. 2 * Final Gas: All work authorized by this permit shall conform to the approved application andtthe?approved construction documents,for which'this permit has been granted. All construction,alterations and changes of use of any building and structures shallibe in compliance with the local zoning y laws and codes. Xf4 This permit shall be displayed in a location clearly visible from access street on' ' I and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. : Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are'provided on this permit. Rough: Minimum of Five CaIHnspections Required for All Construction Work: .,• , .� �' .., F g 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site (9NLXWF— All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of BarnstableBuilding• .. PostThis ardSo=ThatS�15�Uasrble;Er he Street�sF�r roved PlanskMusi,be Retained onrJob�and#his CardMust be t , Ke •:• P h - : �_' ' • $ x' P�/'i 1111t .. . ._, eo-� - yW#>lere�ax�ertrficate of(Jccu anC.:�s� a yred s�cf�aB�ldrn shall No be,Oc-cu �ed�`urat�l a F,ina1-'I�s ct�onxha5-been 'made ._ ,. ... Perm it:No _ B-17-2866 " Applicant Name: ENCORE CONSTRUCTION COMPANY;INC. Approvals Date Issued: 09/08/2017 :Current Use: Structure' Permit Type.:: Building="Addition/Alteration-Residential Expiration Date: 03/08/2018 Foundation: Location: 138 GOSNOLD STREET, HYANNIS Map/Lot 324-009 Zoning District: RB Sheathing: Owner on Record: HULTEEN,CARLTON W&LILLY A 'Contractor Name ENCORE CONSTRUCTION Framing: 1 x, COMPANY, INC. Address: 20111 CONSTITUTION DRIVE 2 EAGLE RIVER AK 99577 �4 - Contractor License 126781 Chimney: Description: Remodel first floor including kitchen/bath. Demo existing-mudroom w1 Est Project Cost: $566,000.00 and garge add new mudroom,familyroom anld screen porch. Finish Insulation: Permit Fee:. $2,936.60 basement Fee Pard: $2,936.60 Final: Project Review Req: Remodel first floor including kitchen/bath Demo exis�ting& Date: 9/8/2017 mudroom and garge add new mudroom�familyroom and screen Plumbing/Gas porch. Finish basement �.,(J ft� - Rough Plumbing: C Final Plumbing: Building Official Rough Gas: This permit shall be deemed abandoned and invalid unless the work a6thorize0,11Jy this permit is commenced within six months after issuance. n 44 All work authorized by this permit shall conform to the approved applicatio and the`approved construction documentsfor which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and str,uctures shall be in compliance with the local zonmgiby lawsand codes. This permit shall be displayed in a location clearly visible from access street or.,'road and shall be maintained open for public in for the entire duration of the work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signat res by he BUi Nng and FirekOfficials are provided on;this permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fwreplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation . Low Voltage Final: 7.Final Inspection before Occupancy Health :Where:applicable,separate permits are required for Electrical,Plumbing;and Mechanical Installations. Final: Workshall,notproceed until the Inspector has approved the various stages of construction '•'Perso:ns coritractrng;wlth'unregistered contractors;do.nof have access to fhe guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site - —All Permit.Cards are the property of the APPLICANT-ISSUED RECIPIENT i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel A lication # Y—'�'��`�� Health Division AUGDate Issued I7 Conservation Division '/"- ® � �2 2017 Application Fee Planning Dept. nr�` RAR,5 7"SLI Permit Fee q� Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address 6a5 rl o (A S 1�rG�� Village Owner Wur4' 4- L*" nda- 401 4-tn,!nnAddress 'Mo C�6_5A6IJ Telephone qQ � 47— 0 0 cr 1-1 Permit Request R e rnod e,1 L 5' F ra®r 6 n r` L o1 i nq kr 4- eta� ,ez*A, =D_e� ta,, o f-i n:j maJ morn + qaxmag` Adc-4 new ry u d r©om Q s Square feet: 1 st floor: existing r 33 proposed ' �5c; 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 51®f, d60 Construction Type Lot Size 5� 3 ' 4J� Grandfathered: ❑Yes (51 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure ( � Historic House: ❑Yes X No On Old King's Highway: ❑Yes 1�rNo Basement Type: )d Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ` Half: existing new Number of Bedrooms: 1-3 existing I new Total Room Count (not including baths): existing 6 new W First Floor Room Count 6 Heat Type and Fuel: 9 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 121 No, Fireplaces: Existing I New Existing wood/coal stove: ❑Yes 9No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# r Current Use IMP ri� _�1 Gt✓Q Proposed Use ZP5 f deld e2i _ - -APPLICANT INFORMATION �� •� (BUILDER OR HOMEOWNER) ~ Name & e, n e-,M e L4 e�' Telephone Number J D $ �7& Address 0.3 MO-A r) License # 0-1 $ 1 43 7— &AA 42 7 11:::131 Home Improvement Contractor# r 2- Email I L% 11CC���GO. 6,D M Worker's Compensation # 'f Z, 56 2- 10 ( 04_,7 ALL ((CONSTaaRUCTION DEBRIS RESULTINGFROM THIS PROJECT WILL BE TAKEN TO IV cJ�i� !'•S top—.54 SIGNATURE DATE o • b 7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 111-711-7 FRAME 42-ZZ7 Alk, 1 INSULATION ® IS $ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. ' REScheck Software Version 4.6.2 Compliance Certificate Project Hulteen Adidtion Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contr ctor: ��� n-.i-- nlil.. 1-. 138 Grosnold Street Kurt and Linda Hulteen .-+a�„aaTcr ,r,�-'�ti.IeCn Hyannis, MA 02601 138 Grosnold Encore Construction, Inc. Hyannis, MA 02601 103 Main Street Dennis Port, MA 02639 508-760-6900 Compliance: 3.1%Better Than Code Maximum UA: 98 Your UA: 95 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 539 49.0 0.0 0.026 14 Wall 1: Wood Frame, 16"o.c. 101 21.0 0.0 0.057 4 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.300 2 Door 1: Glass 20 0.260 5 Wall 2: Wood Frame, 16" o.c. 101 21.0 0.0 0.057 5 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 Wall 3: Wood Frame, 16"D.C. 179 21.0 0.0 0.057 9 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 Wall 4: Wood Frame, 16" o.c. 164 21.0 0.0 0.057 8 Door 2: Glass 20 0.260 5 Wall 5: Wood Frame, 16" o.c. 79 21.0 0.0 0.057 3 Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 Window 7:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 539 30.0 0.0 0.033 18 Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Usersvanice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 1 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck I 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 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requiremqpos listed in the REScheck Inspection Checklist. PName-Title Signature Date Pro.ect Title: Hulteen Adidtion� Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 2 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck L f REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 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. section 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 [PR1]1 energy code compliance for the ;building envelope. ❑Not Observable ❑Not Applicable 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 '.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 403.6 dsized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ;❑Not Observable approved by the code official. ; Btu/hr Btu/hr '.❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 3 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [F0 l]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. :❑Not Observable I ;❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not l� ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users\anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 4 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). Does Not ;table for values. F❑ 402.3.3, 402.3.6, ❑Not Observable ; 402.5 ;❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance I ❑Does Not V ;with the NFRC test procedure or F ;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 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.4 ]IC-rated recessed lighting fixtures = ❑Complies [FR16]2 Jsealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm ❑Not Observable ;leakage at 75 Pa. ( ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 ;insulated to>_R-8.All other ducts : R_ R_ QDoes Not in unconditioned spaces or ;❑Not Observable outside the building envelope are insulated to>_R-6. UNot Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 lair handlers,and filter boxes are ❑Does Not ;sealed. l�J ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ❑Complies [FR17]2 !above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- 1 63 ,❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 'piping. ❑Does Not ; ❑Not Observable , ❑Not Applicable 403.4.2 ,Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 3>_R-3. ;❑Does Not v ;❑Not Observable ❑Not Applicable 403.5 ;Automatic or gravity dampers are ❑Complies [FR19]2 'installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 5 of 9 Construction\2017 Encore\2017 Hulteen Add ition\Hu[teen Res Check\170809 Hulteen REScheck.rck 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 6 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck Section I Plans Verified Field Verified # Insulation Inspection 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. CO) ❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ 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 underside of the subfloor. ❑Not Observable ; ❑Not Applicable 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 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable I ; i 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not.Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 7 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck 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 ; [1111 ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ( 1300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. : ❑Not Observable IE]Not Applicable 402.2.4 ;Attic access hatch and door R R ;❑Complies [FI3]1 :insulation >_R-value of the : :❑Does Not adjacent assembly. l� ; ; UNot Observable j ;❑Not Applicable 402.4.1.2 "Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2,and : : :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.2 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies (FI4]1 ;cfm/100 ft2 across the system or : ftz : ft2 :❑Does Not l<=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. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 '!by manufacturer at<=2%of F ❑Does Not :design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 I installed on forced air furnaces. ❑Does Not 'U ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 ion heat pumps. F ❑Does Not U ( ❑Not Observable 4 ❑Not Applicable 403.4.1 ;Circulating service hot water ; ❑Complies [FI11]2 isystems have automatic or ❑Does Not :accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 :fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. o f ❑Not Observable IE]Not Applicable 404.1 l75%of lamps in permanent ❑Complies [FI6]1 (fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 8 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [FI23)3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 lCompliance certificate posted. ❑Complies [F171Z ❑Does Not �J ❑Not Observable ( ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. o 1[:]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hulteen Adidtion Report date: 08/09/17 Data filename: C:\Users�anice\Documents\GMT Home Designs, Inc\Contractors\Encore Page 9 of 9 Construction\2017 Encore\2017 Hulteen Addition\Hulteen Res Check\170809 Hulteen REScheck.rck I �( 2012 IECC Energy j Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.26 Heating System: Cooling System: Water Heater: Name Date: l l Comments j f OWNER AUTHORIZATION Date To Whom It May Concern: RE: _12!� CV)G001JShproject address) a,4� 54 M �f 001 (001 /T�-�P� 1'-(printed name), as OWNER of the subject property, hereby authorize Encore Construction Company, Inc. to act in my behalf in matters regarding t obtaining of building permits on the property. OWNER: Date: 17 The Comm.orrtveaWt of-Vassadruretts. D'pparhrent afft hid Accrderds 0 -we a��galEons IF 600 Washington'Street Gaston,2MA 02HI tvtvkmarasmgapfdia NT'arke& Campens3fianInsurance kfRdawL Buildex-JCuntractarsMectdzian-lPhuimhers A,PPHcan1 1nfw firm: Ple.'ase p`I int Name Musim xaimfionlfndry Baal fylc--6 _� ��.dres� a � IUtaa.� �� • ciwstatd Are you an employer?Checkthe appropriate ban ' Type of eject r . L X1 am a employer with 1 4 El am a gederal=o mcfor and I 6. New construction employees(full arrdfor part 4ime)-* 1mve hired Sie suit-coal 2.0 I am a sole proprietor•orpartner- listed oathe'attached sly. ?. ❑Reffiaxalkg hese slug and ba<<e eta employees T sub-cantractors have . U Q Demolition, 10 andhave wo&-zs' tuac n, for.rne in any t5= 9. ❑Building addifion LNO xcadoers' camp.fimurmce Comp.imsu ml r I 5. re We a a corporafiou and its 160 Elecrical repairs or a�c3�ons 3.❑ I am bomeormer doing al} work officers have•esesrised flreir 1L Q Plumbingrepairs or additions. myself o wokkers' - ugly of C=Mpfiau per MGL C.152,§1(4),and we have no, 1 ❑l�nafrepairs ;x�cniamre retiaiFed�F 13_❑other . employees_[go wadoers' cam_iammce raequired_ji •$ayappEicsn2�iatcheds5aa�lmasteLsaffiautthesectiaabeIow�iag�ieirvrorkess'mmpe�satinnpari�yi�aams'aoa ' ffa�eowaecs Who SIIL�r rHfs sf a[ I g dwy am+7m'Owa k a+ml dimlim outside c0=t3 dais—st mhmit a newaT2&1 t iodi-1k SUCb fCo�tactors$�xtd�ecY�sbaucmuststtarhe�anadditianslsh�tsLoiciagfl�en�eofthesnb-ca�aamo-a•tm�lst�etrhe2hesarnotfhaseemifr�sha� empigen.-ifthesuh cast±rshn•e emgicy5e%they -pmi&t3nk warkea'romp.party mantre- I ain art etrrp1qjv- r fhtert is prmt ffl W maj*ers'camp m-r than irrsrarance for my*empin},oes Bdloty is tnhor poficy and job site itrforlrrf 67m InsuzanceCompaayName: i'4.,n' Policy 4.or pelf-ins_I ic_ (D o l0 " lO c. O (�j FxpimtianDafe: r1 Z2.6 c Job SiteAdddress 44w4r hn L. )eifpfsbwziip: i� Z a Attach a copy of the wark re compensation policy-declaration page(she-wing the poricy number and ezpsation date). Failnre to secure coverage as nequiredunder Sechon 25A of MGL a 15-7 can lead 10 the imposition,of criminal penalties of a fm up to$I,Sa0:Oa amVor one-yearimpriso---t as well as civil penalties i a the fozm of a STOP WORK OIiDERaud a fsne of up to QOO a dap against the violator. Be advised fhat a copy ofthis statement maybe farzarded to the Office of Inesfigafiom ofi ie DIA.for insurance coverage"TdEcatirm ,I r�'a ht�-�by c ��a�rder tTta prrias andpsrtalfies o:fFer�cry'fliaf fits uc;farr�xniivn prmrF,cd abates i�!rare a�rd arrrect 1 Suture_ Date- phone O fcird use army: Do itat write itt this area;fit be cmnpheted by chy or'toyrn a,0curt C74 or Town: Perm;t!T i cease g Astihoizty(ea cIe one): L Board-of Hialth 1 BuMiug Deparhneat 3.CRyfrowa(3rxk 4.Electrical Fuspector S.Phzmbmg hupector 6.other Contact Person: Phone#: — -- — -- - 6 Et lVl1 p 1jj P. o cu p: P p R 0 8 4 14 Et Et Er Cp th o p� HFF•' �+; A Pb '_ �7 1_ � �' �• H • �' '�t�l1 O to Et El Ll Er 80 ° ,� ,pry , �4 �w �' pq7 . L7'• pp H H' ii ,..�, N Q w O �, � , ,y 1t4 11±±� 1�{-� R Y rl CP Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-078182 Construction Supervisor �. KATHLEEN M DEMEYER 46 MONUMENT VIEW RD t, SOUTH DENNIS MA 02660 Expiration: Commissioner 12/22/2018 ----- ------------.-.__..__.. ---- ----- -- -- . Office of Consumer Affairs d usinesssegu ation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement'?-ontractor Registration Registration: 126781 Type: Supplement Card Expiration: 7/19/2018 ENCORE CONSTRUCTION COMPA�NY_,rl!:Nt KATHLEEN DEMEYER 103 MAIN ST. = DENNISPORT, MA 02639 Update Address and return card.Mark reason for change. SCA 1 s5 20M-05/11 Address ❑ Renewal ❑ Employment ❑ Lost Card �1 ENCOCON-01 SNERONHA ACORN` 17 CERTIFICATE OF LIABILITYIC=: .:':PRANCE Dos/isi2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFE-4,? 0 RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR A:) :cZ THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRAC,I' 4ETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must hwe ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NOMNEACT Gwen Vosburgh Mason&Mason Insurance Agency,Inc. PHONE FAX 458 South Ave. (A/c,No,Ext):(603)733-4083 Whitman,MA 02382 EMAIL (A/C,No):(603)356-9290 ADDRess:9wen A mmins.com INSURERS AFFORDING COVERAGE NAIC p INSURER A:Union Insurance Company INSURED INSURER B:Charter Oak Fire Insurance Co 25615 Encore Construction Co.,Inc. INSURER C:Continental Indemnity Company 28258 103 Main Street INSURER D: Dennisport,MA 02639 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT,NSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER kI f LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR CPA 5305507-10 O6/13/1C FJI(3/2018 p'rISES EREE D n $ 300,000 rI MEDEXP(Any one rson) 5,000 :.i ,�r,,, .•. PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 ❑POLICY Ppa LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: B AUTOMOBILE LIABILITY =SINGLE LIMIT $ 1,000,000 ANY AUTO BA61­139242116AUF 09/24/2016 09/24/2017 BODILY INJURY Per rson OWNED SCHEDULED AUTOS ONLY X AUTOS p BODILY INJURY Per accident $ X AUTOS ONLY X AUTOI ONLY PROPERTY AMAGE PeracadeM UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE jE.L. EGATE $ DED I RETENTION$ C WORKERS COMPENSATION STATUTE1EMPLOYE AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 468562810106 07/01/2017 07/01/2016 ACH ACCID 500,000 FFICER/MEMBER EXCLUDED? ❑N N/A Mandatory in NH) SEASE-E $ 500,000 es,describe under500 000 ESCRIPTION OF OPERATIONS below SEASE-P DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Office Copy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Encore Construction Co.Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 103 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Dennis Port,MA 02639 AUTHORIZED REPRESENTATIVE, ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 7 Structural Response,LLC Phone:978-866-4249 30 Shedd Lane,Chelmsford,Ma 01824 Email:snelson@structuralresponse.com Structural Engineering Report Client: GMT Home Designs 60 Pleasant Street Suite IOC Ashland, MA 01721 Site Address: Hulteen Residence 138 Gosnold Street Hyannis,Ma 02601 S.R. Job# : 17041 Work Performed: Engineering for residential remodel as noted kA OF a SCUitE NEISt1N ' 00 STRL4CTEIRAL No 41457 a IS7 � �&•t�l4FAl. •d Date: Aug 08, 2017 Prepared By : Scott E.Nelson,P.E. 41 Structural Engineer License#41457 I 1 of 21 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 Building Code—8th Edition+Amendments 2. Building Design Loads Used a. Dead Loads i. Cathedral Roof -20 psf ii. Ceiling Framing -10 psf iii. Floor Framing -15 psf iv. Wall Framing -15 psf b. Live Loads(Per ASCE 07 and Mass Bldg Code 811 Edition) i. Attic Loading -20 psf I Floor loading -40 psf iii. Rafter loading -30 psf 3. Design Criteria Used a. Deflection i. Total Load Deflection -L/360 ii. Live Load Deflection -L/480 or L/360 as noted 4. Specified Materials a. Misc.Members and Posts(if specified) i. Sawn Lumber: Spruce Pine Fir#1/2 I Engineered Lumber: VersaLAM or Equal iii. Support Posts: As Noted f 2of21 <44. r WEW 2x 12 ftwahl NEW ZA tl GAF#ER5 Ali � stEW Xt4 R;4FT�RS 4v'ERLpr,tg"Q C 0.l H ,M6ty Uto w-41 E►S CVFRLAY.IV 0 C _ - -,— ' —tr,.f,kF',A':xtOPA6FT'ERSOVc-RLAY.16"QC t -. _ _-- _ __ •._._._ �_ ._ ,E���T�rsc�•rxc ran�iE�s:�_t�°a5 C.� _ � _ ... _... �_. __.-_ �� m :t PROPOSE® ROOF FRAMING PLAN A 1 Q/ 3of21 L t Q / rti l t x i I [1+N2;2410 FL6oW kmsT a 'NEW IA BE W RUV FPS'4ME ✓ ySUED BYE1 GMWR - �_ d ruwaR mw ITS'flz_ I I �s j EV'P LSdL BE.tM FA.l15H FFi�INIE �.F•.!.` tl� IT-2 114' :24filES4Cai 41 t --'--- 'fjAjiu JCOSTS 4l3F4 3 � ISi4t�'�fftt-illv4�ErtS -T=l ;Nrvu m 1o5t'S OCl.'dN NEW GA i®EAV FLLISM FRAME l513iD�v8M�!'£ER t L___ CyT''E IVING CILDY6 J ST$T4 '---^-^+��hitMATE NEW I.VL 6EAM iF'RS A PROPOSED 1ST FLOOR CEILING FRAMING PLAN 5 x 4 of 21 -PT iSiJ irCIST if c... _ _r..._w_..—. E 1 rE'JC144YLdiA1 U'd'CM 7dY11 i.�.+dslE)a�w4Cu i 1 �fYLD®YEtJraY'dMd3 — m r 1 I E I et2 OP Et.GWc4 rr/ re 'RRQLIC7L�7^a,dJ 'DOC TED 70 VHF SP 8 b / +.' i fP..__i!._. ¢ t6+E,fRER]td efh+aC;E* _ .__ r �. ..` _ '. .— tE�°F':I'k99�C�€2�,,l�1 1daI.r���] 1 �. f r- ------------� + t E d d IJTINQ S4W,:CD fWAIMN$C kltg StAINS 1 1 � 's��E�NG al at-iD arEw t- ;e�?a�M hr F,r.E.�W OXeTs€ate 1 CUT IEA.CIK AT CAL LY CE]t P&.—� � � � fi .r r. - �,z..EI# i i C ! dEk4 +.r BEAA9 FLU PI rGAME 7 i""-"k"•` "9 - E'�i4ENTFIIdE Hf`Jk;lT ETISTNd LUk u1i"Fa — _. Aw { E d iEFCb N Y!;„dialhE� - I i T4iv7 E;ii��4a�JrkSS6 li9 I _ I ` --fAi:Cd�Es1a+L74At�x�WL+.�flEA�I SI+a.Ot'�+r�j rA kt vi I I i E # + ! t L-t--- -------- ---------------- r g p E { I i PROPOSEa iR T FLOOR FRAMING PLAN �1� 5of21 9 1 Aul' 171 con rmr w 'W ! -a-•+a�.'�4 � p l gaA.RN4 � rf! W N n m I 9 I I0 mil•' +AI i °' �1 + _ 0 P 1 p p 951, w � ..I Tj, .. = s M 1 1 : R , 0111 pa , I I a a sA I r ' e. e +' �7•?'_ _ ----•—_f1a'J$Ad• � 'g'..qa. �'... Aff-t 4e{F� IA!dX + '.•.� p. I I a ca t .F_-,..e a —e, —"�N� !� A ,.,.�.. h------------------.__._..------ MAW �,..?..�. �p a.Y� - �-_. �.2'A t_47"�2:eo titif"� a:S' ��' a•.g A7' �� " a.T .ram. r.-, __ � - - •_ _ _ _ _ _ ..�.-- - i J ' i � • '� r Y S IL Y � 29 �A 1 A V► .. ico 14 v . `. Tz So * ♦ - .lip I r-n i ;K, f > g, , i & antesa �" 'r-1, ; k - S 1 � E y a :: it E -T io A A Z, F I s Z p ;, . , m'c 77 im W :F rr Fit, 7 7 Ell Sq F4 r4 -z 10 C, 4A Z 6, 414 17 w 00 w 4, 61a: Pi 2 9 3- Fw V lia Eli C=6 V.q 1.4 W — L� 7- TP 8 ed CP Prujm 17041-sddt ���� Srcrn Ncls�.m I.Malion;IFR-1) S1ruelursl Response.LLC Roof ltaflet 30 Shedd Lane / . ..,. (21J1.51nlemoti a113ai1dingCodiv2(J12 117SJI ,. = Chetmstrmd,fsla 011s2a (2)1 5 IN x 5-5 IN x 12.75 F1 f 12.F O.SJ G 16 0.C. — -_- roe-Spnxc-Fine-Fir-Dry Use StruCs c kletsion 9.0 2.5 ORP'68117 1116:31 AM Section Adequate fly;2$5% Controlling Factor.LkOcrtion C,1tS'TIQNS ' Pr )arinneco shalhing io double'oi"rafters or fully laminate to trltnsfet diaphrapt fors --- UEFLECE19N5 ----- - �e�jxi t.�►Iti�: t1A : .�11 l!ve Lo±ad 0 40 IN U462 0.00 IN 24J 15356 Bead Load 0.30 in DAI in `I'aoal U,)w OJO IN IP-31 0,00 IN Uln(3nity Line Lead Deflection Criteria:IJ240 Total Load deflection C'Titeriu:UJ 8() LOAM Upper 14vc LtoW rid,'A 1$f1 plf 240 th Upper Dead Ind r;A 134 plf 173 lb Upper Tmal load S A 314 p!f 418 lb l,omict Lisp Load r�0 293 p1i 271 ''lb t imcr dead Lead g!A 152 p1f 202 lb W*et Total Land r R 355 Elf 473 lb _-- llt\Z•`I'l;:R tiIIPPORT DAT.\_ - _ A A B Braurin Len th 4133 in 0.37 in --- - -- RAFTER LOADING 1Lf,tTER11ATA IB1.4�41 Ctr►� ___ Sptnl Lim-gh 12 1f 0 75 11 11nlf(ron Rout Land!al; Rufw Bitch 6 12 kwf Line l.rited: LL s 30 psf kiTaf sheathing applied to top of joists-lop of rafters fully lytaced, Iicol I>eal t.nad, I31- 20 psf kna Ouratil-M Factor 1 Is Slope Adjusted Spans And Loads PcrA,Notch Depth i0.00 lottetik".Span, L adj A 13.42 R Base N4,xch Depth q,00 Eave Span_ L-Envc-attj 0,94 A _- Raftet lave Lusu1: aL-®d1 F 32 plr �1ATERIAL PROPEft?I`f'C Ent:Live load: WI=Cwwce adj 32 pIf i0?•Spnuee-1''rx•1`i► R&fter Dead 1,,jmd:, Mf3-W - 24 plf V toe5 tljt�st� Rufta ToWl Lm-d• WT•adj= 56 plf (lending Suess Fb $75 psi F#l' 150J4 poi Luve Total Lomd: %T-1 bvie adj- Sri pit Cd-11_ft=F=1.30(,r=1,I$ - SlKar Sims; t'v* 135 psi Fv = 155 pii 0-1 13 Modulus ofE-Imi cit)- E® 14 KI ksi E` 1400 ksi Comp.l In Grein. fa--k® 425 psi f`c-J-'_ 425 psi Controlling►foment- 1252 f1-lb 6.OD2 H frum left suppart of spsn 2(Center Span 1 Crealcd by combining ull dcnd loods and live(tadN on spm*%,I 2 Cuntrulling Sher: -376lb 11629 tt from 10 support of span 2 fCrnlcr Span (:ren O by combining all dead lords and live loads on spaol's12.3 Ccrrmpari answ-ith required cations: KCpd ('I nd %wivnt Mod 9.99:In3 13,13 1n3 Area(Shear), 3.63 in2 165 in2 Mitntcat of Inertia 1election) 32 3A:iced 41,59 110 Nlonent. 12$2 fl-lb 1896 nob Shear: ..3761b 170911) LCl`t'I S 9of21 projcet;1itt.3i-s#%a!e � # �' �',• �. : Scat Nelson Location:Jk11-1I 5trudund Response.LIC Multi Lr adcd MWti-Span Beam •r 30 Shcdd Lam 120151nternatiorutl Building CocW2012 NUS)I a , tia 01824 r t 2)1.751N x 7.25 IN x 7.0 FT Vetsn=Lam 3100 Fb,Boise Ca ade StruCalc Vcnion 9,0,2 5 OW&I 17 121 SA l'hl Section Ade+ivac By.2.4.5% Controlling Foam.Dellection •Lam i=Wns are to be fully c®netted to ErovWc uniform transfer of Ioands to all members - DEFLECTIONS Ct= — _- __- - 1.UAIa1Nl;,DIAGRAM Liw Load 0.09 IN l,1914 Dead Load A_1 A in Total Loud 0.19 16N 11j"8 Live Land Deflection Criusia:U480 'fetal toad Deflection Cti ena:LJ369 Live Load 927 lb 821 lb bead LOW 1027 lb 1027 lb r Trna1 Load 1954 Ib I M Ib Deming Len 0-71 in 0_71 in BEAM DATA ! Span treVh 7 A - Unbnaccd L.eno—Top 0 n - --- an - Unbraced Lenph-aattom 7 f1 �► B Live Load OMott Factor 1.15 Notch DrOi 0.00 J% AT .H[n .PROP R11F. Versa-Lam 3140 Fb•Boise Coszadc Uniform Live Load 0 P1.f ess DRIC S r t i 3 Uniform Dead Lid 12f1 plf 77 Beam sdf Wci&[et 7 plf Bending Su : Nb 310t1 psi Fb' 377A psi Twat Uniform Lead 127 f Cd=1.1 S Cr-1.86 Shcar We"; Fv m 285 psi Fv°= 328 psi DIVY L;lAUIj-CXkN tR SPAN Ct741.15 ldoel Number Ong Modulus of Etwirity; E= MOD ksl F' 7000 i si Live Load 1654 lb comp.-L to Gtaiw Fc,1■ 750,psi Fc--L- 750 psi Deed Load 1163 lb l.,o29on 3.5 C_,(rntrolling Moment: 5710 fl-lb -_ 3.5 Ft front left support of span 2(Center Spam) Created by combining cdl dead lowU and live loads on spats)2 Controlling Sbcer: -1854 lb Pxt right support of span 2(Ccntct Span) Cmeted by combining all dcnd leads and live loads a1 span(s)2 Compprisons wlib required actions: &4fA tmyidc5l Section Modulus: 19,17 in3 30.66 in3 Area IShear): 8.49 in2 2538 ant Moment of inertia Ideflection.i: 9919 in:1 111.15 ln4 Moment; $710 fl-lb 9634. 'fl 1b Sbcar. -4854lb 5544lb 10 of 21 r i AN o it ' CN(NID ' $ fi .10 _ 1 J q s. �w wp n g _ °-ramEL iS. � � ,�, � ._ •r:.T � `n "-"'S T '�". :$� .;A�:^. :. �i•'�u rt.r�I!Z t�..:� � ?+c S'it r 9 cr dJ OC -4 iJ E. T.�� E.W- 60 m '® VV °0 6• �V it fF I i e n uv r. :n i I y R .3 ProjecS 1704 1-ullc Location!ICIi 2I tiuuCtutnl Kespmw l_LC Multi-Loadod Mulli-5pan BOM 30 Sbedd Lane 20151(stcreaiinnal6fui1dng + f fi121 taS)J _ tLUntsford,&la 01924 12,)175 IN x 11.875 IN x 15,5 Ff VL!rsa•L=31100 Fb•'Boise Cascade ,StruCalc Versito 9.01-5 08M V17 11 AM Section Adequate By:18,83E Control I ing F&=,.Deffivtion 'Lam n.aWns le be fully conntacd to pfovide uniform Irar+sfca*f Wads In fill rrtembct- LOADIING DIAC1iA�l.-- Li►e Low1 0.19 IN Ll666 Dead load D I ti in Total[A ad CI 43 04 IJOI 1,1ve lid rartkcl!on Oil M- 4:IJ490 Tow I.Md 1>s k-c-tion Gretma:U30 Itt,-C-11 \5 4 fj Live Load 1628 lb 1628 lb Dew Lt►e+d 908 lb 908 ib Total Load 2536 lb 25.36 lb licarin Len D.97 in 4.97 in IIEAtI DATA COW Span Lcngib 15.5 fl Unbrtt;ed length-Top D fY 15.5 rl UnbracO Lcngtl-OW-+an► 15.5 n Li%T egad Vuminn Fpctw 1.15 Numb DwIl 0.00 NIAXEItLAL PROECKLILS UNIFOR-11 LOAD Versa-Leon 3100 Fb•Doist Cascade Uniform Live I-und 210 plf Wfi3_COV-t1t9_e5 i1BLc4 Uniform Dead Lund 101 plf Rending Suess: Hb 31(M7 psi Pb' 35457 psi E1emn Self 14`giQltt 1- plf C:tl•f.ifF-g1.001 Tot-Uniform l,�'+d 327 1f Sbcar Stress: Fv= 285 psi Fv'm 328 psi Cd-1 13 Modulus of Elasticity: Es 2000 W F`w 2(1(10 1:si CL*np 'LtE1Cjr2in, Vti=,l,r 750 psi I1r<+,-'- 750 psi Conlrolling lfument 092411-lb 7,75 F)from left support orspan 2 Icemen Spany reared by Combining all daul loods and live loads of spot(s)2 Controlling Shear, 2535111 Al Ic, s,cppmva or span 21Ccntcr +1>an! Created by combining all dvad hoods and live Inds on span(sj 2 Cbmpari►ons%llh required ssetlons. R(A',l rmy eel 4cxaion S1aCluluS 33,1i3 in] tt2,25 in) Amu IShear): 11.6 iat2 41,56 i92 mamcntofImstiaCdckc-tion9, 413.06 in4 40Al in4 Walcm 9824 Ft-lb 2446611•Ib Shear: 2535Ib 9081lb i I 13 of 21 I-arr=-.,_1 -70 1 GMT1�- Structural Res,LOn e, LLC 30 Shedd line =' Cht[m ford, Me 01824 9T8-8"-4249 ta3i 3 , 4 f ♦ i f k t -t--. { "44 • , f b JIDPW IZOPW [Z.Tr7-3- 0110, , V . � c is zoo • I r f ' i I 1 • j ( r 14 of 21 Project.. 17-041-scale . � e Scutt Nettan t_n_c31 0" 12K-11 Stmctnral Hesp:nst, V101 i=Luttded Multi-Spat Beam N 30 Shedd lane fir 12015 lrrtmulio#W UuildingCodct2012 NDSil =aj�-: Cliclrncfard,Ma 01824 {2)173 IN x 11.875 1N x 14.5 FT VcnaPLam 3100 Fb-Boise CwicWe StruCalc Vtrsitnt 9.0 2 5 091011117 1142-59 AM Section Adequatc By:27.6% C.ommiling Factor.1?tllest tm CAlt`I'1015 Laminmions are to be fully connected to providc uniform ttnatsfer of loads to all m bars t.ive I.uod 0.24 IN 11712 _ Dead Lead 013 in Live Lund Deflection Criteria LJ480 'fatal Load N lectiat Criteria-L1360 C"_lQX a D Use Load 1740 lb 1740 lb Dead Wad 958 Ih 458 lb Total lAad 2698 1b 269$ lb Deming,len tb 1.03 in 1_03 in Ilt.A111�A'1'A ��{ Spam I,engtls 145 fl Unbraced I ength-`Cap 9 fi ta:sir tlnbraeed Length-Mantra 145 ll List Load Duration Factor 1.15 Nokls t 1 0:00 �INIFftR►1 LDAUS r I- JAXERLAL PHE1Pt FIES Uniform I ive lead tar} p1f Vcraa.l.ans.3100 Fb-liaise Ctt e& Uniform UvcDea Load 40 pif OW- i 00 tL] 4 Beans Sclf Right 12 pi lis�sdifsE5tress. Fb* 3'.101i psi Fh'® 3S�i psi Cr/=1 t5 rr-f no 'l oud Uniform I Azad 372 plf ShCW Strr<ss; Fv= 285 psi Fv'= 328 psi Csl-t.13 ,Modulus of Elasticity E s 2000 ksi E`1 2000 ksi C(Op l tt)Grainl Fe- 750 psi FC- 7$0 psi C owrsrlllog Murneal; 9780 fi-lb 7.23 Ft from left suppon of span 21Center Span) Crtatcal by coasrbinrng all dead Dads and live Wads an tipttnls)2 [:ontrollingShe®r: -26981b 14 0 Ft from kfl suppon of span 21Center Sport) Created by combining aH meal loads and live toods on$parts)2 Cumporisons wilh reyulrrtl Ertl+.srs; L'trlvl� 1 Sw-lon Vtodulus: 32.88 40 $2.26 in3 Arco(Shear) 12:35 hQ 41.56 in2 Moment of Irrertio tdelk-aian): 322.92 in4 488,41 in4 Mcanent 9780 fl-lb 24466 fialb Shear -2698lb 9081Ib NOTE 15 of 21 Pmjcci 1 {N1-sate AM r Lu�tion.'�28.2� .. �- ;, Scrrit heCsun Structure!Respire,LUC titUlu-Goaded Matli tiptus Hem" 30 Shedd Lane 12015 Imcr astatal Building Cc�det2012 NI3S.11 �-.r` •=+�,{AetmaCnrC1 Ma o1�21 ,r 1 2 1 1.73 IN x 14-0 IN'x 120 Fl, ` Versa-I.tcm 3100 Fb-Rouse C&wadc Strucalc Version 9A)2 5 (WU 17 1!49:11 AM Scclion Adequate Bi) 38-0% Controlling Fitcm Delieeti-ml *lamirsateuns ore to be fully connected to provide uniform transfer of!Gads to edl:me.mtKrs Live Load [1 I8 tN l SIO __- Lknd Load Olt in I`otol Im2d 029 IN I1497 Live Load Dellec1ion(:ritcria:t1480 Tolal Load L?c letlion Lnteria:t136D Live Load 3660 lb 3660 Ih Dead Load 2306 lb 2306 lb 7'oW I.Amd 5966 lb 5966 lb Rearing lAm : ?27 in 2-27 in span Length 13 f1 =` Ilnhruced Length-Top 0 t1 tlnbrmocd Ungth-Bosom 12 fi Uvc Ljowd fiuralion Factor 1.15 Notch th fad10 RM MATERML PRUPERTIES UNIFORM-LOADS c9w _ ._.._ __- Vcmu•Lam 31001-h ifs Cc-Wade Uni4'orns Live Land 610 prf Va19 Uniform Dcad Laud 370 pif Rending Slrm Fb 17 3100 psi Pb"* 3504 psi 13=113'elf Weight 114 p1f f_d-I 15 CF-0. Toud UnirQrm Lead 994 plf Slicer Stress: Fv m 29$ psi Fv,= 328 psi Cr1-1.15 Modulus o1 OWi.oily E- 2000 ksi E'= 2000 i si COMP,l w[Rain, Fc 1- 750 psi Fc„1,. 750 psi [_nnlrnlli®R Moment: 17897 fi-lb 6.0 Ft(rum Ich suppjrl of spars 2 lCemer Staani Ctemcd by contbining cll dead toads and livc hoots on sp$nisi 2 f onlrolling Shear. 59661b At teat support of span 2 ICcom Span! Crcatcd by wmbib ng At deed liwds and tive;laaads can spank)2 Comparisons with required seclions. tqlw L 1-011 Scamp Moduhrs 61-2$ in3 114,33 W Area{Sh"rl' 273 1n2 49 in2 %Iomo nt of tramis(dellc;csi+}nl 579.7$in4 WQt33 ind mow-rat, 17497 it-lb J3190 tt,Ib Shezr. $9661b 10707lb i 16 of 21 1 1 �{ ` � `VIA_ \\ � • E GY3 1 r 9 A *a+ yLl 40tok v . •..T'A th 1,4 ;'4 Ir•I �7 r; P - { } } _ 1 G' Prnjcct 17414I-K,21C + '/ Stxut Nelsen 1 s►mion:I IB-I Stnpctural Rcwonse.I-Lc ` Multi-Loaded ttiuiti-Span Hearn 30 Shedd Lu=- / 12015 Intcmalional Building Codei2012 NDS1I Ghe4msford,Nia 01824 13)I'sINOXO23INx21 F1`17+7+7} - 02-Slartroc-Piro Fir•I7r}►Jte itru ule Vugion 942.5 MOVI 7 12,02:I9 I'M Section Atkquale By;134.19i Contfulling Fodor.Shear CA !Tl[)\ti •Laminations art to be fully comkvcd to provide uniinrm trunsfa of foads to all members [IF LEC-ilfl% U} cent Rio LOADING DIAGRAM Litt Lund 0,04 IN IJ2121 0.03 IN U3109 O.04 IN If2121 Dead t.uad 0.01 in 0.00 in 0.01 in 'raw l Md 0.05 04 iJ1(ibtl 0.03 IN Ullu!9 0 t)i IN IJ1668 Litt Load Deflection Criteria_U490 Tcu1 Lid Dc cc1iM Cririaii4 U360 REACTION A Live l.+ad 12.60 Ib 33W lb 33O rb 1260 th Ikad I.Aad 441 lb 1213 lb 1213 lb 441 tb Tolal WWI 1701 lb 4573 lb 073 lb 1701 lb Bearing Len 0_89 in 239 in 2.39 in 0,89 in DEA _ Ctt l I span I.ertgth 7 fl 7 it 7 0 1 lttbrace+l L n6rb•`l cpt U n 0 0 0 (1 Unbramd Unilib-Bottom 7 n 7 n 7 Il A 5 - Live Lood Owmion Factor 1,15 UNIf()UM LOADS W sRio t[a7ER1A_L-_ 'ROP)_R7LC VnMrm Live Loud 400 pit 400 pit 400 plr ti3•Sp •Rittr•Ftr I)nifortp WO Load 150 pit 150 plf 150 pif Bending Stress: Fb= 1R75 l Pb'a 121 psi Ileatat 4elCV6°ea01 8 pit I} pl a p1f Be 5 ps 6 Total Unif4m Load 558 pit 558 pit 558 plf Shear Stress: Fv= 135 psi Fv'= 155 psi Cv-1.13 ,%Wulus of I lasti6ir, E 0 1400 ksi 0- 1400 ksi comp.1 In GI-Aln Fe-b- 425 psi PC 425 psi Cuwtrc�Ilittlt itluntrntt -30$ri It-1h Over righl support of SW 1 Men Span) Cteatcd by ootnbininp all dead kutds and llvA:leada an spanl sI I:2 Conlenitinu Shear. 2389 lb At left suppon of spin 3(Right Spain t rcated by,moibining rill dead loads and tivc loads no span157 2.3 Cumpar6ims with required wellunst Idyl s1 ScoicinModuluS; 29,1 in3 64,17 irt3 Area IShcat1 23.04 in2 41.63 in Momcnl or Irc tin 1de11ecticm► 67.15 in4 296.79 in-4 Moment 3059 fR=ibh 6745 ft=lb Shear, 23R9Ib 4308Ih NOT kS 18 of 21 Hrojeel;17141•¢s91c Stott Nelson e 1 trtiun;I11l-?� truetuttil l�espcftse,LA_C Muni-Loaded Multi-Span 13mrn 30 Shedd Lune 12015 International Iduild naCadc(2012 NDS11 -- Chelmsfurd•Ma Sty.l i 3)1.5'IN%015INx 14.0FT17+71 e2-tipruer-F'lac•Fif•[Tr}Use SlruCalc ller'sion 9,025 0lt7 17 1213.05 IPM Section Adequate By,76.6% Contfolling Factor:Shear CntnPdOtil. -- Laminatimis.are to be fully Connected to govide uniform transfer of leads io all members uEr La rrlosL9b CAM ---- DIAGRAM - Livc Load 004 IN 1_12294 0_04 1.14 IP299 LK-M LLad 401 in 0_01 in 1`etal Lead ON IN IJ1 t369 0,W IN D 1869 Live Load Dettection CrFtcria_U480 Total Lund 17et1ect an Cntcria:U360 RVACTIONS Line L.ond 122$ Ib 350O lb 1225 A Dmod Load 414 lb 1379 lb 414 !b ToW Lklad 1639 lb 4979 lb 1639 1b Beating Lett ih 0.86 in 2.5$ in 0.96 in ll �l It:t'd`a U11 Cent - Spafl Length 7 fi 7 ft Unbraeed L rnVh-TIDP 0 R 0 R UnNaoed L riotBoitom 7 fl 7 f C Live 1.otwJ Duration Facwt I_IS Notch Fkpih 0" 1LATEIIIAL PROPER IF V�1FUR11 WA05 Center Uniform Live laud 400 tf 400 it u2-apruce=lint-I'it Uniform Dead I Dad 1$4 pLt 1$0 pit a 5 Rrwn SW Weight 8ptf 8 plf Bonding Stress: Fb- R7 psi Fb'= 1261 psi Total Uniform Load 358 lE 538 If Cr1-1150-0„99C'F-lIOCr-1.13 - -_-- Shcar.S ms: Fv a' 135 psi r,- 155 psi Cd-1 15 tlodulus of Elasticim. k- 1400 ksi E'= 1400 ksi comp 1 w(Untie: rc -L- 425 psi Fs-1•" 425 psi coalr offing 1dumentt -341511-1b (J%cr tighi support of span t(Lctl Span) Created by combining all dead ltrnds and live lauds on spam(s)1.2 Controlling sheaf'; 2439lb At kA support of span 2lCenta Sptutl Created by oumbining all deed Inds and live loads on spants)I,2 C 1pmpurisons with requirVd%"1145nst R-CO N}: Seci un Modulus. 3149 40 64.17 in3 Area)Shear) 2337 in2 41,63 in2 Nument of Inertia Wellretcan) 61.96 in4 296.79 in4 Mimwnt -3415 R-lb 6745 A-lb Shcar: 2439Ib 43081b j I I 19 of 21 4 e 0 w w t{,r � ��►s��e . . CP %a AI - f. it to V �1 a -. i 6F i k7' Y r N c. I1041-stoic Scan hcl3(ara Location: II3.31 C ' Stru�twrul Resprtn�t I LC M416-Loadcd Multi-Span lkam 30 Shedd lane uP 12015 International Building Cr-dc(2012 Nt7Sl.l Chclm3fw4.Sin 01824 (3)1.75IN x8:0Iti%9.0I;r Vcrsa-Lam 3100 Fb-Boise Camade StruCnlc Version 0.0-2 5 ORK)ltr 17 12:0945 PM Seclion Adopme BY:I$_ % Controlling Fame:C 0crtion CIUM gal - •Lam inalions-we to be Cully connwcd In provide urtifurrra trans sr of loads so all nbembers B EELF C-11710% ;'snlicr _ -LOAI)iNG l)ttt, --- --- _ 1_..ivc Load 014 1N 1J'455 lleael Lund 0 14 in TiX;d Lnmd 038 IN LP94 Live Luxd Delt-mion Criteria:L/360 Total Lead 12clbcclion Criteri&U240 RFACI"IONS --_-_ Live Load 3240 Ib 3240 lb Dead Load 1945 lb 1945 lb Total LAW 5183 lb 5185 lb Hewing lxnn h 132 in 132 in Span LmO 9 Pt - Unbracud Leno-Top () A g4 I Unbraoaad Length-I3otom 9 A Live Lund Duration Favor 1.15 Nostril t . h 0.00 - - -_ MAUBIAL tHOPERTIES LIMEORNI LOALtS -- Velw•I.Nn 3100 Fb-Huisc Cascade Unifdraat Live Load 720 pit' Unifur.m Dead Loud 420 pit P-4q Vnlues dl c Solt W e Bht 12 plf Heading Stress- Fb i 3100 psi ieaaaa Pb'-- 3729 psi 3 mael Uniform Load 1112 f Cd-I.ISCF-I 03 -- Shan Stress; f'v- 2,135 psi FV= 328 psi cd-1,13_ :41odu1us of t lsstieil): E 2fi00 psi L'= 20130 ltsi Comp 1 to Crain: Fc.1= 750 psi Fc-1 750 psi Comirolling Maturol: 11667 114b 0 Fl Cann Vi supporl of span 2 Kesler Spon) Cte wcd by etmhining all dead loods and live loads on span(3)2 (:ontmlling$1hea m 5185 lb At fcfl support of Wan 2 lCentcr Span) Omed by cornbiming all dcA toads and live loads tm span(s)2 Comparisons tAllh required mcdons; K-gA J Section Modulus; 37.34 in3 56 an3 Arm(Shcwl, 23,73 in2 42 M2 Mamem of lnertin(dcfkcviun). 188.97 in4 224 ind Mornenv: 11667 fl•lb 17403 A4b Shtar: 51851b 9177lb NO 21 of 21 i I t ESs R E, RMIT Town of Barnstable *Permit# 201z Regulatory Services >F��6 nths sae date * BnxrrsresMMAW • �� _Thomas F.Geiler,Director,RIVS tlZ, TABU Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address � Gr_sno1cl� �T r eel Residential Value of Work 7 5 L Minimum fee of$35.00 for work under$6000.00 � ! [ Owner's Name&Address CC,I- I e'1) L i �4 t f l f e v1 Contractor's Name l-TCA 11) r 16cr iI jct�P N►�� �<�.���.i r: P'Crc11,,�r:17 elephone Number Si;L 77!"1S i 5- Home Improvement Contractor License#(if applicable) J Construction Supervisor's License#(if applicable) C- laWorkman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# WC. 0'4341 00 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction.debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) 9Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required:. Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is. A required. : -- SIGNATURE:(y� c ,���_- • C:\Users\decollik\A Data\Local\Microsoft\Windows\Tem o pp p ruy Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 ` 1 114E • SARN3rABLE. � 639. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property Z14"hereby authorize �-t to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Si afore of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Ivlicrosoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 7'he Common"vealth of massach"Setfs Depaphrmut of In&sh iol Accide 09we of Investigadons IF 600 Was bigton.Street Boston,MA 02.111 www.Ynass.g v1dia Workers' Compensation Insurance Affidavit:BuilderslCnnlracborsMectiricians umbers Applicant Information A Please Print Legibly Name(llt]SiIDem/,.•b,....mt.4f»(IfldlYRw)- LN"12' Lz �nl Address: t✓ a' v i e city/statrizip is MA "'lt; , Phone#- 5-4 77 9- )-91 Are you an employer?theck the appropriate box: Type of project(required): 1-AJ am a employer with 3 4- ❑I am a general contractor and I 6. ❑New construction employees(fall and/or part-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed an the attached sheet: 7- ❑Remodeling slip and have no employees These sub-contracts have g- ❑Demolition w for me in employes and have workers' working any capacity. 9. ❑Building addition [No vuorke s'comp.insurance comp-insffiance-$ id-] 5_ ❑ We are a corporation and its 10.❑Electrical repairs or additions 3-❑ I am a homeowner doing all work ofoers have exercised their 11-❑Plumbing repairs or additions myself[No workers'comp_ right of exemption.per MGL 12-❑hoof repairs insurance required.]i c. 152,§1(4),and we have no employees-[No wodms' 13-0 Other comp.insurance required-] •Aay appticamt that checks boa Al also fill out the section below,showing then vrodsers'compensation policy inhristenb Homeowneas Who subunit this affidavit in&csting they are doing all weak and then hire outside contractors oast submit a new affidavit indicating such. IComtractors that check this boa nemst attached an additional sheet showing the name of the sub-comtracton and state whether or not those entutees have employees. Ifthe sub-contractorshne employees,they must provide their warkers'coinp.policy number. lam an srnplo;wr that isproWding workers'coal inmt imce for nay sinployee& Bdo to is iheipalicy audjob site inforuw a ien. Insurance Company Name: ��14✓ ��; �'�� Policy#or Self-ins.Lic.#: oic� G>L1,12 Lq 0 Expiration Date: cf—f5'1 Job Sate Address: 1139 >C�7i� d S l r C i City/Stat ziv: l A Attach acopy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 23A of MGI,c 152 can lend to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the fonn of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for iummance:coverage verification- _..-_. - _��/ Cf., -- I do hem rtt ceder the n'and nghYas that Ike infoma1 ion provsd and above is true and correct b3' .�Y pm P'a' �P�9� tune:' l rL" �- t� ,C°tt'i/ Date: 5-111 . Phone#: £dd()aciai m w only. Do net write in this am,to be completed by city or town offidat City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City1fown Clerk 4.Electrical Inspector 5.Plumbiug Inspector 6.Other Contact Person: Phone#: _ 6 u TM CERTIFICATE OF LIABILITY INSURANCE 10/03/2011 THIS C ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CE IFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME:CT Gwen Vosburgh Mason & Mason Insurance Agency, Inc. aCNN �: 781.447.5531 FAX N,:781.447.7230 458 South,Ave. EMAIL ADDRESS: Whitman, MA 02382 PRODUCER CUSTOMER ID#: Brenda Gillette INSURER(S)AFFORDING COVERAGE NAIL# INSURED INSURER A: Main Street America Assurance 29939 Home Improvement Specialists of Cape Cod Inc INSURERS: Phoenix Insurance Co 25623 PO Box 1224 INSURER C: Star Insurance 000204 Hyannis, MA 02601 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 11/12 GV bui 1 t REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD GENERAL LIABILITY MP049361 09/02/2011 09/02/2012 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 500 000 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 10,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY BA2638N65611SE 04/24/2011 04/24/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ B X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ UMBRELLA LIAB FTOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC042864 09/15/2011 09/15/2012 ORY LIM U- OETH R AND EMPLOYERS'LIABILITY Y/N C ANY OFFICEOPRIET R PEXCLUD E ECUTIVE❑ N/A E.L.EACH ACCIDENT $ S00,000 (Mandatory In NH) OFFICER IS INCLUDED E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 F7 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Residential remodeler CERTIFICATE HOLDER CANCELLATION FAX: 508.77S.2887 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable AUTHORIZED REPRESENTATIVE 200 Main St. Hy nnis, MA 02601 JDavid H Mason C 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Massachusetts- Department fit t'ul lic Jatc[* Board of Building' Re-ulations and Standards --� Construction Supervisor License License: CS 69152 .. JOHN M FALACCI ' zip PO BOX 1224 � . HYANNIS, MA 02601 Expiration: 1 211 1/201 2 (l nnni.�i,mcr Tr#: 9186 L i ✓�ie Lr ooxmza ruae c /l(�.,at License or registration valid for individul use only Office of Consumer Affairs&Busin ess Regulation before the expiration date. If found return to: r HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation � �; R istration:, 148770 Type:is 10 Park Plaza-Suite 5170 j Expiration: 10/25/2013 Private Corporation Boston,MA 02116 HOME IMPROVEMENT SPECIALIST OF CAPE COD 6 JOHN FALACCI 25 IYANNOUGH ROAD. HYANNIS,MA 02061 Undersecretary Not valid without signature APPLICATION FOR PERMIT TO INSTALL AND. RE ESQ FOR ELECTRICAL SERVICE d 'Inspector oL Wires Wiring Permit # - COM/Electric # 2 9 7 9 G.ry 6 Town of L 5kQS����E Massachusetts Building Permit # Date Customer: U L-teQ- on (Street#) s.a , • �i'1CI Lot # in the village of f utility polegnumber.or underground number Customer's billing.address Temporary New installation Change of service Starting date Job description, l FK k4-t Q-06 "I r i Service entrance voltage. Amperage Phase Wire size(cu.or al.) tl Conductor per phase Number of meters ~ r' Water heater Off peak: Yes—No— Estimated load:Electric heat + kw'Fli kw,Range dryer Mot�,or�,s,��H.P.&Phase Ready for first inspection Ready for final inspection Electrical Contractor N a Lia # Telephone # Address Additional Remarks: r Do Not Write Below This Line { ELECT_RICAL WIRING INSPECTION CERTIFICATE `°' INSPECTOR OF WIRES INSPECTIONS r DATE FEE CHARGE Temporary Service Roughing in Service and Meterf� t Off Peak Meter �. Final Approval - P Disapproved` 'For the following reasons CERTIFICATE OF INSPECTION Date To the COMMONWEALTH ELECTRIC COMPANY.The installation described above has been completed and has this day been inspected and approval granted for connection to your.service. Inspector of Wires WIRING INSPECTOR TO BE NOTIFIED WHEN WORK IS READY FOR INSPECTION Permit Good For One Year From Date Of Issue CA 46 INSPECTOR'S NOTICE 3)2_1 ks Foundation Certification in Barnstable, MA Address 138 GOSNOLD ST. Prepared - For : KURT R. HULTEEN Assessor's Map: 324 Lot: 009 Baxter Nye Engineering & Surveying CommunityPanel Number 250001 0568 J a Registered Professional Plan Reference: Land Court Plan 17595 N Sheet E LOT4 Engineers and Land Surveyors 78 North Street, 3rd Floor Certificate of Title: #212661 Hyannis; MA 02601 Phone — (508) 771-7502 Fax - (508)-771-7622 Owner: LINDA S. HULTEEN, KURT R. HULTEEN Job Number: 2017-008 Scale : 1" = 20' Date, 2-22-2018 N/F JAMES E. LEWIS ' DEED CBDH FND CERTIFICATE #136719 82'3 9+ ALC PARCEL 324-012 82.$1 C$O E CBDH FND 0 29.0 33.6' N/F CORINNE F. NEW FOUNDATION TOBIN LOCATED 2-22-2018 CERTIFICATE #176489 PARCEL 324-011 o t N/F ESTATE OF ELAINE THOMPSON CERTIFICATE #171072 10.8, 29.0' PARCEL 306-208 S0Ln ; — 00 a EXISTING m DWELLING #138 / OCO COOA '7'ON fD -� MLC. pJ4N� 5g/ID N/F JOSEPH & Z ~- PAULA SEMINARA . ~ µ CERTIFICATE #111970 N "~ PARCEL 324-01.0 . V - x BUILDING 01=1 -7 MAR 2 0 2018 EI- 324 ()(ATOWN OF BAi-NSTt 8 p p,RC SF CBDH FND . 15,345f 90•00 ` S 79.07 55 W .�.��Wr a Ln .� ®`® Ln CBDH FND 66 Notes: G0� 110 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE .RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT o DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING &.SURVEYING. 00 2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EX )STING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON OCTOBER 19, 2017. m 00 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS o LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT. LOCATED WITHIN A. SPECIAL FLOOD o FLOOD HAZARD AREA: $OiAiVEM. �cyGm o o THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o MA ON No.48687 �� SS�Oy�Q� �p SURv� co g 1 REGISTERED PROFESSIONAL LAND SURVEYOR, N BAXTER NYE ENGINEERING & SURVEYING DATE 0 N ' N - _- o L THE RENDERINGS ARE FOR VISUALIZATION PURPOSES ONLY-MAY DIFFER SLIGHTLY FROM ACTUAL. a e_ (D � sm t " �a DESIGN REMODEL * so . sF"ae �a M I r�a ud� ;M � �� se*a�'r � "yet• � Fu p Y �' ,y,' � ' ,T � .i 16• TABLE OF CONTENTSe 'r ' a}.` CD Al TITLE PAGE ` �' A2 PLOT PLAN , ` +`' � a I Ong, 2 -n 7C as A3 EXISTING AND PROPOSED.FOUNDATION PLANS •, a l i i ` ia m D rn EXISTING FRONT RENDERING PROPOSED FRONT RENDERING A4 EXISTING AND PROPOSED FIRST FLOOR PLANS m m m A5 PROPOSED FINISH PLANS AND SCHEDULES s n cx) A6 PROPOSED INTERIOR KITCHEN ELEVATIONS r= f17 A7 PROPOSED INTERIOR BATH ELEVATIONS m •. y . . � m n A8 EXISTING AND PROPOSED ROOF PLANS e M' ^� z 0 A9 EXISTING AND PROPOSED FRONT ELEVATIONS m ... A10 EXISTING AND PROPOSED LEFT ELEVATIONS , ; r`�. • �y,*+, . a�n ..' �t" a ..` ? ....r 07r:.aK€ CW7 p —rni All EXISTING AND PROPOSED REAR ELEVATIONS '4 � �`� ' Y ` ' ""�"`;'? I ��*{ r> k a o Al2 EXISTING AND PROPOSED RIGHT ELEVATIONS '""` � '' ' ' "a Y1 r ' A13 PROPOSED SECTIONS A14 PROPOSED DETAILS A 5 PROPOSED FIRST FLOOR FRAMING PLAN +. m m J v A16 PROPOSED FRAMING PLANS d . x El PROPOSED BASEMENT ELECTRICAL PLAN 'A: s �';`' E2 PROPOSED FIRST FLOOR ELECTRICAL PLAN F EXISTING LEFT RENDERING PROPOSED LEFT RENDERING Z SCOPE OF THE WORK: ►� ��� r REMODEL EXISTING HOME RECONFIGURING ROOMS ON $ f rg :s0 FIRST FLOOR AND FINISHING THE BASEMENT.DEMOLISH Z oz =-.- _3m BREEZEWAY AND GARAGE AND CONSTRUCT NEW MUDROOM AND FAMILY ROOM ADDITION. —------ - s'� e: A "� _ _ - J 3- .�. _ ....-- m.5h BLS— e�-=—�eES� +� 'fir � ° fAssrrnlptions R Design Criteria _. ZY ' + I. Hvlldinp Uaall,n C°Jn lleferenre `�•�� �!{e"+Yl'�� � y A�K��a � ��;� a{� �,1 `�„ ti•`' K ` a °. JI°ax°cAuarRa B:HJInK Cndc—tla Edirl°nlAmenJm°ms - - ��,1�}r4. �� r,• �'•'KF ��� �•b � �Y��.+c��'T�y.14 xs. -�1. js�,, ..� �,•/ °. Ond 1.nada . .• .. ® j '�� `°'AMrnIR°nr JHrr EXISTING RIGHT RENDERING PROPOSED RIGHT RENDERING actr IL C°IILg Frxm(ng -10 ysr a '%7 IiL nuor framing -15 pvf - n. wnu erxming -Is nal .. _a, A. Lire l,nadv(Per.\SCE 01 and Atvu tlldK Cedc b"Eailima) ���} ` - 1. Ault'lwvding -10 P•r m �n❑.V1J '. ii. Flnar l°uJInK p ill. Rxfcr lvvding -Ill g.r ,. � � �� �AZT .. UraiKn C'rill:iv Uvatl W' •�r;�e°HrHLr RnLnl,Lod tlH Ua91111mnn -Lu/.18 /0 J nrvaen S C�mFTK�E w Cyi r ®S E ® SITE 138 GOSNO" OLD NELSON PRe"H 8/10/2017 •� STRUCTUNd - a. sn«ul°n ni°adm° No 11459 n. ut.r.ARmuar,ona v°rla u a lrmaal'L STREET:L �HYA ` I MA ®�LA1La mLar: \'e L.\N na ur E.luvl � . � r Al NIP JAMES E.LEYAS CERTFlGAIE A136719 _ PARCEL 32A-Ot2 N 7111 E r mvi"ti yJ,/ �'` 4•, ------- --- ----- a; ez.ar229'DEED �� % '�ry{ o0 t 8 ,i ae f go • f MSTNG E h Locus Map Scale 1"=2000 ((q w yL{ DOW F.TOWN GENERAL NOTES CE NNE �o? CERTFlCAIE/ITBAB9 wm PARCEL 32A-011 NIP ESTATE OF EWNE 1HOMPSON .K AJ l ME WENT OF DOS PUN 6 TO 01 WSRNG SIZE WNOTTIONS AT 136 GD5NWO STREET ' TATE F EL ENE D72 LOCUS AREA 5 COMPR6L0 OF.CE.V - #17 PAN—306-208 � _ • i'lT l 2. PER CURRENT ASSESSOR'S RECORDS: - c AC ONNFR CARLTON W.h LILY A HIATEEN . OIEO(r y CEROTGIE OF TITLE 193057 RECORD PUN:LC PUN 17595E LOT A y �. .. ASSESSOR'S MAP 324 / hp PARCEL 009 .,1 ' J3 .. 3. PROJECT SENCHMARI AS SHOW ON 7N6 PLAN .. A. ZONING WfORAN1NkE ZONING g51PoC7:RS . BENCFTMAR .� C1IRDFT MWIMUU ZONING RE"afl In �RKY NNL W • // • / YW,L07 AREA=WEB SF 26 MA �(6UB' ' j • MIN.LOT FROMAGE-20' Be)B6) I -^I7.6S` /.• MW EDT IWDM IW= ' . FRONT YARD-20-SIDE&REAR YARD=to'/to' I n j Lu/ EAYSTN OhRUY 015/RICIS AVNE S. A toll SEARCH ILLS NOT BEEN PERFORMED NR TN6 BITE THERE LNY z CO - BE ANTIS BY OWNS,I EASdFM,TAGNCS,MORTGaG6 PoCM OF WA13 W/ ETC.NOT DEPICTED.IFOE7FRMMED i0 BE NECESI%A 1WE SFARGI J W W - SHIll BE PERFORMED BY OMERS M'D SUPPUm 70 BASIEA N1E --�-i: j ENGINEWNC&SURvEwHa a III -17'---- �.— C n B. ME PROPEW LINE IHFORIVADON SHOWN 6 BISED W CIMAFNT AVAYABIFRECORD""I 0DRETETNIS OF"S AND OEM& ME COSTING FEATURES F-•F- '•'t - SHOW HEREON WERE WTNNED FROM AN ON ME CNIHM ERID SURYYy O O w=a 3 P RFORMED BY BALER HYE DWC RNC.SURrE11ND ON FMR,,,Ix 2017. a m 7. TTHHE RMUNTY PMNWACEL E RATE W TUNES T1 OW Hs AREA AS Z EFFEGME ZOOxNE TE 07116114 UpEp) . N PER MASS G6 IXAtR AS OF 02/2S/17: o A B I 1: WNc SITE GOES HOT NWFA4 i0 BE WOW AN AC.EC.(AREA W CPoIIGL DMRWMENTA COYCFRN). SOE DOES HOT APPEAR TO BE WITHIN AN AREA OF ESTRATED HIBRAT OF RARE WILDLIFE AS [�B \'�20.t' / ^r -. NIPPED ON MASS CIS WV R PER HHESP'OETWrLO HAWTATS OF RARE MLDIIEE"FOR USE WITH OY \ . THE M4 WEIIANOS PRO CO¢ W ACT R9RRAnoxs 3 D \ I cMR lo. I SI AC \ LL PER WEE NOT APPEAR TO AL P OF A COWED VTP,TLLL POOL AS[A� MASS C6 CRfvR MWPED W 3,� PER WEEP'CE1711FlFD VERNQPOOIS' Z W / W~ 97E 006 NOT RIW TO F WHEW A PRC.WIY WRIAT AS MAPPED QN MASS LYS OfARR PER W o NfUSP'PRANWIS'AES AT,OF PARE NS(MI FOR SPECIE UNDER THE NAESA6IUSETIS `0 ENYYWO7YD SPETJa ACT,aEcuunWs(321 CM to). D� G 00QQ--_________- / j / I 6 _ Do ROTE N FIR TO BE N1DDN A STATE APPROl4])ZONE 0 GROUNDWATER RECHARGE Z AREA 0 Ui •�� \ Jlx 97E BOOT HOT APPEAR TO BE WIRRY A ZONE OF CONTRIB000N 70 A SALTWATER ESIWRIZ. ¢ o (Ew+NsrABIE B.O.H.REG.36o- Z O Z a). "�—R H ATEPAtA.A SEMINARA 9. ImI DY INFORMATOV SHOWN HEREIN, K CE � U ,' FRANCE.321-Oto - ME CONTRACTOR SAL COMACT DIG SAFE(AT 1-666-11C-S'3E)AND LTM COMPANIES M LOCATE y FOIE 1004TION OF ALL DaSONG Uo AT TFAST 72 HOURS I _ OUND mm..R O All SAD OF I \ CONSLRUCOOV. E))SRNC UN�, 'L0, DERGWUND WFRl5LPo1CRARE URUIIES,WNWRS N10 LINES ARE SHOW ' h w In..._____�' \ \ RESµEWf�NED DDAMTD ON THELb'WY NOT BE UNTIED TO NOSE SHOWN HERON AND HAVE BEd _- . r _._ ....t6.__.- BE FULLY RECORDS TERN .ME OR AGREES TO A6ABIE UTILITY NO EREON CONIP/D7 RESPFMURE FOR My AND ARO ALL O1 RJC WNYJI D UM BE OCCASIONED 6Y PRO) CONTR\ OTTER FTO W TAUPE R LOOIIE HNC CONDUCTOR S AND ?TOES E)A EER ff HELD CONCYROYS __ I I \l OTTER FRO�HWFORWnWL THE CdFW7LTOR SINLL NOTIFY liff EIEONEIIT WNEMAIIlY fOR - / r n I ::.:.--..::....n V7 Umm DEVELOP BOUNCE IA VMW OF THOSE UNCFRGRWNO ITIIIJIIEEI"�NMOT BE DWI:YER,U WITH �OOHG IXGVA7/3N,CE F O1E EXICT I LOCATION OF• I ' I \ - WHERE ADIXIIONN.ERM01M FEATURES UN MORE OLTARFD IN ORANDON 6 REONRED,ME ajw LS ADNSED MAEEICIED. .. ^ PAR * S.F., - - EXIAVARON WY BE NECESSARY. 5,34Sf S.F.. ,h - ERSRNC SEWER INFORUAWN WTNNED FRW SOVIET!WSINIAPON SYLTW GOTNNEC FOR . 138 COSNOD STREET, i TOWN WATER EDm E S,I'N W THIS PUN FROM WATER DEPARTMENT SRZFFN/612P p�.yY R O .Fa° /;,_S FAS SERVICE SHOWN ON PLW PER NARONM.CR0 M4PPNC.A40 RF1D lOC1TFD GlE k METER 75 G O/ I �'•`� ELECTRIC LHE SHOW ON M6 PAN WAS FIELD LOCATED W=TWC OMWOB SGI MU A Jr 90.00 y UWY POLE a ON 2/15117, is �✓ $79 7'S5h POST k RAIL FENCE G I - N _ REV.DATE: ABS N RIM EL•F6.StVEk' �"Arofifi) 'I - 8/10/2017 G®SNOLD H STREET rA-�EXISTING PLOT PLAN A2 SCALE: V.=60' a A2 PROPOSED WA i scHFD� .� NOTES:DEMOLITION NOTES:FOUNDATION S'CONCRETE BLOCK FOUNDATION WALL, -CUTAWAY BREEZEWAY FROM HOUSE MD DEMOUSH SITE WORK: O EXISTING - 8REE2EWAYAD GARAGE INCLUDING SHALLOW -Eery ,end EaeRRl fornawfaundapon AND TWO AREA FOUNDATIONS WELLS B E c 8'CONCRETE BLOCK FOUNDATION WALL, F-GUT BATHROOM OF ALL CEILING,WALL,AND FLOOR -Rough 9mde upon oompl18on, DEMO INISHES Concmta; v sEl n .REMOVE ALL INTERIOR DOORS -Fooli 10"CONCRETE FOUNDATION WALL,NEW s. -RE MOVE LOOSE FLOORING IN BASEMENTAND GUT rebam Wlh bopom2olfool6nuoua kayetl lomirgswiN lwo ll2'N5 Sm THE BASEMENT BATHROOM geminimum of d8'belaw S,to,, v Ss -REMOVE BASEMENT INTERIOR WALLS AS NEEDED -FmtLAMlw 46'XIO'wdlls vith N,"k5 robam It top Ind bottom wm anchor bdM dead Intl spaced as per mae.2X4 EXTERIOR WALL,EXISTING FOR NEW DESIGN , -REMOVE TWO BASEMENTWINDOWSAND CUT - -Co—for 4-.PATCH BASEMENT FLOOR AS NEEDED e 2X4 EXTERIOR WALL,DEMO LAG ER OPENINGS IN FOUNDATION FOR EGRESS WITH4'of CONCRETEONvpwb-u. iS�-B. 10'SONOTUBES ON 24' s WINDOWS -Dusl9eb:2'mlNmum lhicpnsss tlusl slab In newoaW spew. B a _-o 14' BIGFOOT BASESp EEC -SONOTUBES:SI%10'SONOTUBES ON BIGFOOT BASES: S'-2' 4•2%6 EXTERIOR WALL,NEW CIJT CONCRETE FLOOR G I BASEMENT FOR EXC w DEB TWO MUDROOM ENTRYAND FOUR SCREEN PORCH. EN - N1+ �/n�Al���p � � MOVE ALL DEMOLITION AO CONSTRUCTION OF 4 BELOW GRADE M AVATE TO A DEPTH I 2X4 INTERIOR WALL,EXISTING' / �/ =1]��fSMO �` RE AREAWELLS: - TYP B" z c S 2X4 INTERIOR WALL,DEMO Y m= s fie-• * .a n.. w ON SITE -TWO EGRESSCOMPUANTAREAWELLS DEBRIS FROM O.2 k I AlLRA : / G-=O 2X4 INTERIOR WALL.DEMO DRYWALL ONLY r ________ ______________ 'G- , \y I MLGRADIGNG DESHALL BYNO MEAN6 BEASSUMEO AS THE / .: ---------- -T I ACT UAL GRADING CONDITIONS AROUND THE BUILDING. •� / \�5 1 I O uE RIFY WITH SITE ENGINEER THE TOP OF FOUNDATION AND 2X4 INTERIOR WALL.NEW I I I I EXACT LOCATION ON SITEADHERING TO THE HYANNIS , / // 31 I I k I I _ I Z �T m 2X4 INTERIOR WALL,NEW PARTIAL HEIGHT SETBACKS. . 2%61NTERIOR WALL INSIDE FOUNDATION 2'X 2'Xi'FOOTNG I I gagd Z 'WALL,NEW 4 I 'I AEL(-10'•91.12 I I )ij / / r UNDER NEW ALLY Z ?:I G� I I T.O.S� LAB�GARAGEry9� / /// SEE DETAIL C/A74 DIMENSIONS: I I CUTAWAY BREEZEWAYFROM 6'-B" 6'-B" fi'-S 1/4• I' A w `A -ALLEXISTING INTERIOR DIMENSIONS ARE FROM PLASTERED I I In I HOUSE AND DEMODSH GARAGE _ \s I A' F F— l I I SURFACE TO SURFACE 1 I _ I IµpBREEZEWAY FOUNDATION - .1N F I^ I 1 F ALL b Ai4 SURFACTERIOR DIMENSIONS ARE TO EXTERIOR WALL I GARAGE SLAB I I \ IN THEIR ENTREN 0 A14 I I o SURFACES L—J ALLPROPOSEODIMENSIONSAETAKEN FROMSTUD TO STUD I I I I I PROPOSED CRAWL SPACE EXISTINGINTERIORNOTES I i - i 4p i > I I I I DOORAMNDOW CASING:310 COLONIAL S SEWER LINE 6� I - I I I BASE BOA0:51rz' I I I 1(y IV-0 1/4' I Y SEWER LINE 0 CROWN:2 In'X2 In'IN WING,DINING,HALL CHARR AB. II S..J } ea-- -'v =--�nw. " nonr•� .,• SI DINING.MALL —_______________ S LI I wf I _S__I S S_ il^ LU)WOOD FLOORING:STRIP WH TE OAK DOOR:SLSTARED WOOD 0 WINDOW:HAY VINYL REPLACEMENT Z 12'X 2'X1'FOOTING UNDER NEW LALLY - . I COLUMN I I1-1011 rxm=I1IIIIIIIIrII11 k �.Iee� EXISTING 1'3 1]%1p 0EAML9'._ ,iyd\999/ u - - N NYrvL@m I --Dc IIiIIIIIIl X:-/i 1Ii-L-o--gL.�-/]-�0-1 0-02-1-O"N-----_-L-pApLTL Yb-C—OLUJM_-_N/A/N D-_—-B/x//-/-/S-o-_/-'i-/ ---J2-1'--0101-1•a1(rz- �'/�iq•(!I-s. •T 1-• II�Eoofa-R'II q= § - - OW pSF - ]YZQIzWJQ-x_�Q WLoH�0O] : ' ?=QmNQ0 CRAWL SPACE Q0❑ 13'-33/4' PINTOFOUNDATIOWM Z ®rVERTI TMIEOWS = -____________ L _ —__—__ L----------- --------------- CcEis W43 73/4 CL. OLp3ET CUT LARGER —OPENING IN OO4a EGRE33 EC-T-fi5/S' CONCRETE BATH FOR EGRESO WIND WELL T.O. . . WINDOW STORAGE BEDROOM 0705 ~w. BATH AMGNWALLMTH 00 DE N 2 RE MO ELECTED PANEL 0 FIELDOIMENSION EDTO %STING M ROOM 0,2 ZNW DOOR TORELCA TOE T. UT UP Dps in J 9-4 112 m EM CL ETspuTEw snNG uGNw O Z r-- REMOVE SEAM AT I—OF m f- FALLY C WMNSFOR E FLUSH FR ME BEOf OR ADDED HEAD HEIGHT AT BAOF STARS RECROOM `- Lo - - UNFINISHED �-3 B/.BA'.S•E=.-.MENT I nN�i f2zx.ll AIrIII . 0_S0L-B - J i 5x_'2-ls0'-1n 830'8c8 O' _ONfiB_' 835/8-F,FH.S53/B'SLAB TO B.O.JOIST ETLO-TAB 3e BEDROOM _____________________ _________________ ________________________________ -- _1.6�11 II/ 16 2' ¢m EGRESS C WINDOW • 006a 'WELL 13-83 I 62 : S I >13S Epnc______ 29'.11 3/8' 44'-11 3/4' SiR 8HE/VE10E./DTACcc2qyA0: 111 T..7.E._. : EXISTING FOUNDATION PLAN PROPOSED FOUNDATION PLAN SCALE:1/4" 1-011 SCALE:1/4"=1-0" EAU Rt 6 I _..4 PROPOSED olp,1 cCHFpI I F NOTES:DEMOLITION NOTES:FIRST FLOOR EXISTING BLOCK FOUNDATION WALL, -REMOVE AND SAVE CUPOLA FOR REUSE,GAS FIREPLACE -REMOVE WOOD FLOORING IN OFFICE INSULATION: PE IS TO REMAIN. AND LIVING ROOM CLOSET -EXTERIOR ENVELOPE INSULATION TO CODE.EXTERIOR WALL-CUTAWAYBREEZEWAY FROM HOUSEAND DEMOLISH -REMOVE INTERIOR WALLS AS NEEDED INSUUTION LIMITEDTO NEW WALLSAND THOSE EXPOSED BY B'CONCRETE BLOCK FOUNDATION WALL, BREEZEWAYANDGARAGE FOR NEW DESIGN INCLUDING WALL DEMOLITIONDEMO -GUTBATHROOM AND OFFICE OF ALL CEILING,WALL,AND BETWEEN STAIR AND EXISTING - -UWFACED SOUND I NSULATION IN ALL BEDROOM ANDFLOOR FINISHES KITCHEN. BATHROOM I NTERIOR WALL10•CONCRETE FOUNDATION WALL,NEW -REMOVE ALL INTERIOR DOORS -REMOVE LOOSE FLOORING IN REMOVE PIASTER FROM CEIUNG IN KITCHEN,DINING BASEMENTAND GUTTHE BASEMENT SIDEWALL;2X4 EXTERIOR WALL,EXISTING ROOM,LIVING ROOM CLOSET,HALCLOSETAND ADJACENT BATHROOM WHITE CEDAR EXTRA GRADE NATURAL R&RSHINGLESWITH5- MASTER BEDROOM CLOSET -REMOVE HEADER FROM LIVING ROOM NOMINAL EXPOSURE TO THE WEATHER OVER HOUSEWRAP 2X4 EXTERIOR WALL,DEMO REMOVE PLASTER FROM WALLS IN KITCHEN,DINING HEADED TO HALLWAY UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ON WINDOWS ROOM,LIVING ROOM CLOSET,OFFICE.BATHROOM,HALL -REMOVE FOUR FIRST FLOOR AND DOOR HEAD CASINGS. CLOSETANDADJACENT MASTER BEDROOM CLOSET.TWO WINDOWS. g 2X6 EXTERIOR WALL,NEW INTERIOR WALLS IN MASTER BEDROOM,AND ONE INTERIOR -REMOVE ALL DEMOLITION AND ' GAS FIREPLACE:EXISTING UNIT IS TO REMAIN t3'{{'• 10' ^m C WALL IN REAR BEDROOM q CONSTRUCTION DEBRIS FROM SITE L 2X4 INTERIOR WALL.EXISTING A11 ` PORCHNS:1'ONE FRAMEDSCREENSINTHE c� PORCH WITH ONE SCREEN DOOR 5'-9' 3• 3• g• 1'-6'17' 3'2' 5'-71' m 2X4 INTERIOR WALL,DEMO O. SUNDECKG:SM PRESSURE TREATED F ION AZ FOR KDECKI G w M a u ENTRYlMTH 5HX6 MBOR COLLEC v o,( ✓ -V' V 4: TION AZEK DECKING O O SCREENED ^� C� 2X4 INTERIOR WALL.DEMO DRYWALL ONLY T .... 2X4 INTERIOR WALL.NEW - APPUANCE6:F11RNI6HED BY OWNER AND INSTALLED BY DOOR ___ 21'-81/4' y ENCORE •;1 5.•o.�', TnvnNoow em Oc w 2X4 INTERIOR WALL,NEW PARTIAL HEIGHT I- JHEATHINGTO SHEATHING 135 oo-I 4j`tF am 'Rp �,TONE I z a i Oi ' .. 2X6 INTERIOR WALL INSIDE FOUNDATION u., 7812"HT OF KNEEWALL 3J � WALL.NEW I - 9'-8 12' Gm DIMENSIONS: I 'Y T.O.SLAB Q GARAGE '-ALLEXISTING INTERIOR DIMENSIONS ARE FROM PLASTERED SURFACE TO SURFACE -ALL EXTERIOR DIMENSIONSARE TO EXTERIOR WAIL SURFACES I -ALL PROPOSED DIMENSIONS ARE TAKEN FROM STUD TO I. - GARAGE FAMILY w 109 �t/A n�STUD GEBOARO 90-F.F.H. SCREEN PORCH - I 140 5 'BLAB TO B.O.RIO � � a �'/55p"• I O 170 \iL, CUTAWAY BREEZEWAY FROM "I EXISTING INTERIOR NOTES I I I HOUSE AND DEMOLISH m v .3 GARAGE AND BREEZEWAY IN O INDOW CASING:3 t?COLONIAL THEIR ENTIR •�N ry OOa ATE.O(-SOtI LOR BAESOAR ❑ YTLOT E ( CROWN:22 X2?INLIVING,DIVING,HALL 1.7 01rs 0 CHAIR RAIL:219X VIN LIVING,DINING,HALL 1Od Y d i4a p ¢ qq1 3 wWOOD FLOORING:STRIP WHITE OAK DOOR WOOD vn oMNDOW MARVEY VINYL REPLACEMENT 4'HTOFKNEEWALL U0 Z4 RFNOV 0 CL ci r _rl EL f-1 44° - 15'-0 IN' 3•_2- 0 'Y T.O.SUBFLOOR 2'-6- ,Q �10'� Q 0 MUDROOM $ ® v Z__IQI PO4 I - MUDROOM � 08 � Q� 13'-3 W4'- I' a w 4'-70 1/4-1--5'-11 12'—}-2'S' D19 µgfi Z REMOVE RE G' w 5-I,IN• EXI6DN0 I' �LL -R __. _^�` _ _ za.. .. `. b1 _ •I nr� .— .. .. RELOCATE _ _ _ O� � x EAST O vIPe ai A. m 2 L101/2' � --F3-<s%•; .. T-07/8'l 11'-8' ', ELECTRIC z ® ..... } I I - -. - �J,J TI.q�HALL; �' METER _iJ r ry m W fl EAT ` 6HWR1{�ryT'T p+ KITCHENDIKINGKITCHENJIBEDROOM • m�'v _I E, a - I.,., ° BATHBEDROOM q RAILING ....-..J 103 106 ?C,N so `. .,.,.. -I�sre- w• Tsan• At2 A10 • u•w�wcez erciwicis"reo 1py:°I w�• ..N R °�C.'..Il ❑ _ Age ZOTri r ]]66 -- - RCPLACE EMOVE - RCPLACE - rll ox�v u+nunvxoru<Vwreir 1 r I I•.91a-. -aecrmen xal oevex umw .-...... ~ 102 ❑ — t Fsme nTswxmlurvor+xe - D0e ., 11 _ t6'-5 1/4' S•a+le• """" ""-"' ry awu rocoosvxArennu .: .. b v uvwrrinµc:e'n oisrcx[nx v,Tx WT C : ` iA• a }zcz CL CLO6ET I } HALI[] �j LFLUSH FRAME HEADER AT B HALL UNDR a CL �m= a A EL O'_D• r I Y j g REMOVE IIr( T.O.SUBFLOOR Q 1ST FLOOR' L iv 102 l 1 O5a✓� ) .. Y•— llll � 105b _AELO'-0' .. 000 LJ m i- REPUCE REMOVE T.O.SUBFLOOR Q 1ST FLOOR li•'S' �o� J � Dto r L. �I v ^� LIVING cL �+ Y DINING u w m o n v tOfia wrx � 90"F.F.H. ry 701 vus w r mO Ota ' , .. aEMovOEFIwFIoCD EFLaOTUNG BEDROOM I. F.F.H. �0 3/4'1-103H• 90 MASTER B z - `y H m R 19-7318' 2'-37 1D'-a^ 11'-43/8. '^ f w 101. (� MASTER BDRM m m EASTIec �tll� r..� - ` Ewsnuc Doh +O O' � � q C 4 ,D56 DU m a I T.71... T-T,rz' 11'-5318' r � r EXISTING EXISTING C%19TINGl E%I6RNG A 2'-73H• I I 1'-7' 10'-31/4'---I-3'-01/B't 2'-10' 4'-23/4­�-5'-012'— -3'-111/8' 2'-5` 3'-53/4' 2'-5' 2'-912' / F.D. 29•-113/e• 1s'-03/B• REV.DATE: 44'-11 3/4' B 8/10/2017 A9 SHEET: EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN A4 SCALE: 1/4"=1'-0" A4 SCALE:1/4"=V-0" iAl r DOOR AND WINDDw NOTES• ` -DIMENSION AB ELEVATION$SHOW FRAME 512E TO ALL VREASONABLEEFFORT ANDDO BEEN MADE UNT.TE PTHE ACCURACY ATI THIS WINDOW AND PRIORSCHEDULE.GENERAL CONTRACTOR p TO VERIFYALL WINDOW AND DOOR SIZES,COUNT,TEMPERING,AND LOCATIONS WITH PROVIDER PRIOR TO PLACING ORDER ® um, .�. m w • �nu,n n. �- .aemnrun iu-.,n Nevv.•enr � s , : ,n v. n• •xv.n,a m zv,v+wrnv sIF - Q � sA _s,� NAaTERaA,K M ao ❑❑ € { 0RE SCREENED ® � ,,., .o„:..,. � ,.s•.,,.. Rn,.. � ® n,.�.. .,,nwo,. "� mvnxw.vm DOOR W IOIOD�STp}/E /�'� [d 1; WINDOWS - EXTERIOR DOORS HARVEY CLASSIC DOUBLE HUNG AND VINYL CASEMENT WINDOWS WITH WHITE TWO 3068 THERMATRU SMOOTH STAR FIBERGLASS INSULATED I SUTE DOORS ONE EACH IN EXTERIOR.PRE-FINISHED WHITE INTERIOR,GRILLESBETWEEN-THEGLASS.WHITE MUDROOMANDFAMILYROOM SCREENSANDHARDWARE.REFER TO SCHEDULE ABOVE ONE FRONT DOOR .. FAMILY Lx Z - -7WOUPPER AND TWO LOWER SASH WITH TEMPERED GLASS-PER CODE-IN MASTER STORM/SCREENDOORFOR MUDROOM SA HROOM INTERIOR DOORS SCREEN PORCH Q MASONITE 2-PANEL SOLID CORE MASONITE,REFER TO SCHEDULE ABOVE. ® g 90'FFH. 110 J(n FLOORING:CARPET - Q- 4 DECKING:AZEK5MX6 - LLI -KITCHEN CA6 NETS:SELECTED BYSELECTED BYOWNER. ARBOR COLLECTION J 2•-1D• WWI 1XIcul.-I -KITCHEN COUNTERTOPS:SELECTED PULLS R - ~ (J) -MANCABINETRY HARDWARE.KNOBS AND PULLS § Q -HEARTH A SURROUND �b ,p� w -UNDERLAYMENT TO BE M'PLYWOODAT TILE FLOOR AREA O GP Qy„' $ LL, -INTERIOR PAINTING TO BE TWO COATS OF FINISH ON PREPRIMED WOOD U AND ONE COAT PRIMER ANO TWO COATS OF FINISH ON UNPRIMED WOOD. 4,RrrG: Q „ PRIMER AND TWO COATS OF FINISH ON PLASTER WALLS AND CEILINGS. NOTES:INTERIOR FINISH r 1 • n,r • n.xxw WNr* -FINISH HARDWARE:EXTERIOR AND INTERIOR DOOR HARDWARE TF• -CLOSETSHELMNG: I f 0❑ . RE PURPOSE WOOD SHELVING IN BASEMENT TO BE USED IN BASEMENT TILE:TILE FLOORING IN LAUNDRY AND ALL BATHROOMS INCLUDING SHOWER FLOORS.TILE TILE BACKER BOARD:TILE BACKER BOARD ON SHOWER WALLS STORAGE AREA 0 z ONSHOWER WALLS AND KITCHEN BACKSPLASH.TILE AND GROUT MATERIALS INTERIOR FINISH: TOILET AND BATH ACCESSORIES:ALL TOILET AND BATH ACCESSORIES - - e - GL WOOD FLOORING:]-114-RED OAK SELECT FLOORING INSTALLEDAND TOOTHED INTO -INTERIOR DOORS TO BE 2-PANEL SOLID CORE MASONITE WITH POCKET DOOR FOR SO LET AND BATH ACC ESSORIES:ALBYLET AND. ' EXISTING IN KITCHEN AND MUDROOM,SANDED,AND FINISHED WITH THREE COATS OF MASTER BATHROOM. MIRRORS:BY MIRRORSERAND IN STALLED FEACHLREANp THE VANITY WITH ® t5'-01/4' O POLYURETHANE.REFINISH REMAINING EXISTING WOOD FLOORING AND NEW STAIR TREADS -INTERIOR TRIM TO BESI2'FJP COLONIAL CASINGS WITH S•1/4'FJP SPEEDBASE FIRST POLISHED ELL ES FURNISHED WIDTH OF EACH 0 IN THE SAME MANNER. FLOOR WILL HAVE NEW CROWN MOLDING WHERE REMOVED DURING OEMOUTIONAND SHOWER DOORS: Q• CARPET:CARPET WTH BACKER PAD IN FAMILY ROOM,TWO BASEMENT BEDROOMS AND INKITCHEN,MUDROOM AND FAMILY ROOM MASTER BATHROOM 42-TALL WAINSCOT TO OAS FIREPLACE:EXISTING UNIT IS TO REMAIN - MUDROOM RECREATION ROOM. BED'OC MOF ARTS:RED OARDOAK WITH GOVERNOR RAILINGS NCISCHAIRME RAIL SCREENS:1-X1'WHITE ALUMINUM FRAMED SCREENS INTHE PORCH WITH 108 OF PLASAR08PLASTER:'h'BLUEBOARD ON WALLSAND CEILING WITH SMOOTH SKIM COAT -STAIR PARTS:RED OAK NEWELS AND RAILINGSKIRT ND H PRIMED PINE BALUSTERS. ONE SCREEN D000. SUSPENDER - TREADS T ASTER SBE RED OAK WITH AMITY ELECMNORISEftS. FLOMNG:HARDWOOD SUSPENDED CEILING:ETEDRETEE Gft10 WITH 2%2 CEILING PANELS IN STORAGE,REC ROOM -VANITY OP:ELECTED BY OWNER SELECTED BY OWNER SUNOECNORCOU-JE ION EATED FRAMING FOR MUDROOM ENTRY WITH - 3 ' ANDTVJO BASEMENT BEDROOMS -VANITY TOP;SELECTED OTOWNER 5/4XfiANCES!F RNISHON Y DECKING ' APPLIANCES!FUHNISHtU tlY UWNFJi AMU INSTALLED By ENCORE ' 13 .oP _ 12,� LU JV%30' EXISTING LU w .,r, ...... .F r.�. «�...,. ACCES r� ;'.w.n...., ....+,.»xw+. _... _...._.._ PANEL ..•.: -...._e-,. .�.,...:...> ..,.. � I - �0'm WD R ...w 10 WNB01V80 =F,N 612• i10-1• �� Os_ �CL. 001a 004b ry Z�� . $ STORAGE "'004a e _BEDROOM mo & m FLoowNG:HAROlv000 BATH BEDROOM y �) z O Z A6 KITCHEN QU,? 4BATHT • _ 36" 1oe6=9sw�` 10 002 6'-9" 112 SO FT RAILING - rLopwxG:TILE. FLOORInG REFIry$H Y O EXISTING HARDWOOD 004 e Del - „ mm B _— r, up Dee P De sET CIL 5 LAu CL. O.reNnu w ,x 3 01 005a r r H 02L 1105a , lo5b • REC ROOM lu Dw C IS 5 !'^� 1 /��\ !7 'r DINING 9 tOba _ UTILITY m 101 11 A7 tL 90•F-F.H. - MASTER BATHE FLOORING RE INISH BEDROOM i Elnsnxc HulOwooD .. NG Tn-B I/ NCL 6CORI 4 ` C 101a l\ �� / I MASTER BDRM g 1 RN.:R FMSH EXISTING n ExIsnNG Goa O � I� tl o5c 6 IQ" 2-i'— 10 27re _e 1rz• REV.DATE: x.wemoR EXISTING , ......_... ....... 8���/z0�7 EASIIN EWSnNO SHEET: KAZPROPOSED BASEMENT FINISH PLAN PROPOSED FIRST FLOOR FINISH PLAN A5 SCALE:1/4"=1'-0" A5 SCALE: 1/4"=V-0" A5 w O sS NOTE:FINAL KITCHEN AND BATH DESIGN ® _ AND LAYOUT DONE BY OTHERS s r a 10-4 31W 10'-tt 3/4" Y-4 1/6' 1' 1'-3' t'-3' 1' 1' t' 1 a —2-4�{T��— TII IT IIT 1' 7'—r 2' T-6- 3'-6' Y E- 2' 2 7/ I I I HOOD I I P r Gm 1 I - RED OAK NEWEL AND RAILS WITH T9 TILE BACKSPLASH - PRIMED PI BALUSTERS ! _ _ - � ;. NE I ELEV _ t V t 0 C E L 1 L �JI6718"-1�5' 1-2' 1 O ��R. 1. V-3'� -3 V 2. 2'- 1'---3'--- 1'_fi' 7'-6' --2'T 2' NEWELRIGERATOR GAS COOKTOP -� SINK DISHWASHER L 03/8' t' 2'E' V 2' _ w Lu ct)z KITCHEN ELEVATIONS ELEv ELEv STAIR RAILING ELEVATION ELEV O w SCALE:1/2"=1'-0" A a SCALE:1/2"=V-0" � a = OU cr • F aY . 21'-10 1/2' 13'-1012' 2 , x,� n n oozy El �Ovi T9-TILE BACKSPLASH T9-TILE BACKSPLASH OPEN TO LIVING _ 3- 1 _-_ _ '`? a <�} e FC­ a 412 t'-9' 'a' 1'-3' '-9' 3'-1012' 41' —2'}2' —Li'-6' X-6' 114' V-11314' 2'-0118' 3'-67/6'—H^1'-6' l-2'—t-2'-1-1'-1-1' 47/4- 8J WALL OVEN SUPPORT LEG ¢ v MICROWAVE - SUPPO TLEG 114' d 12' WARMING DRAWER -� 5'4i' -� . 6' 3'-712' 6'-9' '31 114' 1'-113/4 ISLAND ISLAND Y KITCHEN PENINSULA ELEVATIONS ELEv ELEV D . .: ' SCALE:1/2"—1'-0" E I REV.DATE: 8/10/2017 SHEET: . A6 0 e- w jg�1 r Y J.-•T� fpp � t6 T6-TILE SHOWER WALLS �� L9-7 I / —' O T-661B 'Z SINK TOILET t ~O SINK TOILET SHOWERDOOR 6'-0 6/8' 6'-6 7M' z Q BASEMENT BATH ELEVATION ELEv FAMILY BATH ELEVATION ELEV ww SCALE:1/2"=V-0" A SCALE:1/2"=V-0" s �W OQ 0_ m F 4'-0 7/e" T-3' � —11'-3 7/8' { •H--�-�9'-3 SIB' I I Z T— T7-TILE SHOWER WALLS TILE SHOWER WALLS =N� m 'v - . ii s R * GOVERNOR FRANCIS �m I- v ' m CHAIR RAIL GOVERNOR FRANCIS .� yI Hill CHAIR RAIL ....- If' I� 3..MDF BEADBOARD 3-MOF BEADSOARO I! 3'MDF BEADBOARD - F{ ZEE o f• .S c io L----. 1'-10718' ' ' ' 1 ' 1/84--3718' 4'-61/4 G SINK SINK SANSILET SHROPSHIRE TUO.' SHROPSHIRE TUB - TOILET S MA STER BATHE v ELEVATIONS ELE ELEV SCALE:,1/2"=V-0" ELEV REV.DATE: ' � 8/10/2017 SHEET: A7 • NOTES:DEMOLITION NOTES:ROOF PLANS • c Eo -RE MOVE AND SAVE CUPOLA FOR REUSE ROOFING: 3 -REMOVE BREEZEWAY AND GARAGE ROOFS IN THEIR 3D YEAR ARCHITECTURAL GRACE ASPHALT SHINGLES OVER - ENTIRETY TRIPLE%UNDERLAYMENT WITH CERTAINTEED - -STRIP ALL ROOFING AND SIDING WINTERGUARD ICE A WATER MOISTURE BARRIER UNDERLAY sm -REMOVE ALL DEMOLITION AND CONSTRUCTION DEBRIS ATALL SAVES,VALLEYS.RAKES,ANDLOW PITCH FROM SITE AREAS.DRIP EDGE WILL BE S'WMTEALUMINUM WITH ® i STARTER SHINGLES ON EAVES.CONTINUOUS RIDGE VENT WITH MATCHING RIDGE CAP. a B B CUPOLA: A17 A17 s Y RESET EXISTING SALVAGED CUPOLA - m c . GU V,TTERS: C g STANDARD CWHITE ORRUGATED DOWNSPOUTS GUTTERS WITH - A WORE CORRUGATED DOWNSPOUTS ATAREAS OF NEW c ' AB WORK WHITE ALUMINUM OGEE,GUTTER o ROOF OVERHANG O A TO MATCH • I�EXISTING,TYPICAL � • o ' I PROPOSED ROOF OVER _ _ _ — _ — kj-J ;✓• f' �- FAMILY ROOM ADDITION 1-/:'1: :" r,.•3. --;i,.... _ - -;: FLASHING:REMOVE ROOF _. _ -. �_ _ I —. — /._,I Z FLASHING SHALL BE INSTALLED FROM EKING _ _ _ f I Q OVERBREEZEWAY THAT PREVENTS MOISTURE FROM ENTERING [" "` ' -' %' /7 I T\ \�:`--=�;": r'=:�::? "-'.-'/.:�-';: -•-- A GEIN THE WALLANO ROOF THROUGH JOINTS IN ITSS ENTIRETY - COPINGS,THROUGH MOISTURE PERMEABLE Q ,Q,- MATERIALS AND AT INTERSECTIONS WITH ; ; [, PARAPET WALLS AND OTHER PENETRATIONS {';;;:,,:,; I I I I _ /;-,.J Z LL - THROUGH THE ROOF PLANE-TYPICALATALL Y j,`%,j I 1 I \\ ,1 Q O ROOF TO WALL INTERSECTIONS.(R903.2) 1 I I I I PROPOSED ROOF OVER Z _ MUDROOMADDITION - F, 6:12 I I I_ 6:72 p❑ WHITE ALUMINUM.OGEE GUTTER I I I Icf)W I I I X \ I I I I WHITE ALUMINUM OGEE GUTTER w.O REMOVE ROOFING PROPOSED ROOF OVER MUDROOM ENTRY \ I I I I IL .OVER EXISTING WITH CERTAINTEED WINTER ICE AND - 5:12 HOUSE FOR - - WATER MOISTURE BARRIER UNDERLAY ON - REROOFING ENTIRE LOW PITCH ROOF \ I I I I I D_ I I I -----�---- �2 III I I r------------------------ I �wo I \ t Z0 Af 1 L_.__________________________________ ___________________J I Mmx ' -__________________.--_--__--_—_____--________—___ --� E y` •. c I I 1 I I N ` I .. L_-----------------,_____—_—__________---—_—_--/ • 6:12 , I REMOVEAND SAVE CUPOLA REINSTALL FOR REUSE EXISTING CUPOLA } �. - � a 8:12 e:12 � r • WHITE ALUMINUM OGEE GUTTER I I I 'I I 12 NEW ROOFING OVER I EXISTING HOUSE I I I I I SHOWN IN LIGHT GREEN. I I I I I " CERTAINTEED WINTERGUARD ICE 8 WATER MOISTURE BARRIER 0 --__—____— UNDERLAY PERIMETER E T LEAST BFEET THE '. . SLOPE OF THE TH E E ROOF FROM THE EXTERIOR WALL,ALLLL VALLEYS • y 78INCHES EACH SIDE,ALL INTERSECTIONS OF ROOF PLANES - AND VERTICAL WALLS SUCH AS DORMERS UP 12 INCHES. REV.DATE: - A6 • • n9 � 8/10/2017 ' SHEET: ,/EXISTING ROOF PLAN rq PR0P0SEQ ROOF PLAN A8 SCALE:1/4"=1'-0" A8 SCALE:1/4"=1'-0" =A8 O ag • ° - NOTES:DEMOLITION � J - REM OVEANDSLL AVE CUPOLAFOR REUSE _ -STRIPAROOFINO AND SIDING REMOVE FLAGPOLE AND SAVE FOR REUSE REMOVE CUPOLAAND SAVE FOR REUSE •REMOVE ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM SITE r E m REPLACE FRONT DOOR II Hi chest Rldae N< 7 O Rid a Fron Betl oam - EXISTING EXTERIOR NOTES _ �_� m............,. SIDING.5°CEDAR SHINGLES,WITH 2*HISTORIC ISTOR WINDOW CASING:2-FLAT WITH]'HISTORICSILL WINDOWMFR HARVEYVINYLREPLACEMENT uuf y a y CORNER BOARDS:410 WHITE 2`dl _ ��- TT• ROOF.THREE TAB,LIGHT GRAY � oy[ m FRIEZE.S FLATSTOCK AT EAVE,WHITE �' F. oy r IF'_.''.'{�-T'-�'�{'' —— r�<3 LAs q --- •AJ 'IFH �I d L.L�J' `IEIFTIIs In�NGI, 1 ;sJ •._L.� ,�--�_a� , 3 �f".I r y .E�prx'rh. �� � ,r4^, I�-j�-.I�A1 J� '.4 I !1� I -�L L�.� �' t'.• IrL TT.O.Sublloor-1st Floor _ •?t a Y x y z ..-{:;` r ,�'`� .�a pp ryt � It . ktsr q' $ +r A� "� t >�sq•p}�r�' ii '[r �., ' Lu • r F z.A;po-�`�',p�,a' �`:r 4z�::.'�'a '•�`...,,: �,,y,�,•x?N� ,. .rFd:]#'"`' ', M ° ,+�^ ,,`j�C w �A',�,. +d'tay,4" �' i A•''�P ~r b Base ..�'•� O Z 0- 0 NOTES:EXTERIOR ELEVATIONS 0 W A EXISTING FRONT ELEVATION 30 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES OVER Q W A9 SCALE:1/4"= I'—O+r TRIPLEX UNDERLAYMENT WITH CERTAINTEED 0 z WINTERGUARD ICE&WATER MOISTURE BARRIER Z O UNDERLAY AT ALL EAVES,VALLEYS,RAKES,AND LOW PITCH _ AREAS,DRIP EDGE WILL BE 8"WHITE ALUMINUM WITH STARTER SHINGLES ON EAVES.CONTINUOUS RIDGE VENT F - WITH MATCHING RIDGE CAP, X W CUPOLA:RESET EXISTING SALVAGED CUPOLA " GUTTERS: STANDARD WHITE ALUMINUM CONTINUOUS GUTTERS WITH - WHITE CORRUGATED DOWNSPOUTS ATAREAS OF NEW Z WORK. w mwo E2 T.O.Hi hell Ride SHUTTERS:FOUR PAIR OF STANDARD LOUVERED VINYL T.O. Ida FamB Room Addu SCREENS:1"Xi"WHITEALUMINUM FRAMED SCREENS IN THE 0,1 /8• PORCH WITH ONE SCREEN DOOR z T.O.Rld a Eaislm Fmn[Bedi SIDING: ONz 11'no 3/4• WHITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES WITH 5" ¢LOD> Y NOMINAL EXPOSURE TO THE WEATHER OVER HOUSEWRAP UNDERLAY t' WITH ALUMINUM RIP CAPS ON G 1 _ AND DOOR HEAD CASINGS. Y ' WINDOWS: HARVEY CLASSIC DOUBLE HUNG AND VINYL CASEMENT a ��`I i V ! P " ! L.•l..L II •, = t_ WINDOWS WITH WHITE EXTERIOR PRE-FINISHED WHITE _ INTERIOR,GRILLES-BETWEEN-THE-GLASS,WHITE SCREENS II{-14--i�-�If I rLL�� Das E 4 F Io�o��nli1N'�'�II� {i.,�L IEwpsn�NGI AND HARDWARE - e { I TRIM: EXTERIOR TRIM WILL BE SORAL AND AZEK SIZED AS FOLLOWS: -RAKES:IX8/1 X3 - - FASCIAASSEMBLY:1X8 FASCIA,1X6 SOFFIT WITH VENT,1X8 - ,� FRIEZE WITH 1-3/4"BED MOLDING • •`� CORNERBOARDS 1X511X6 b aor-15l F oar KICKS:1X72 KICKS UNDER DOORS _ - `'"1" • ' z# X, • ;. Ia ..+r h, + f! } ;-X :.� r -CASINGS:IX4 RABETTED CASINGS ON WINDOWSAND i DOORS -SILL:8/4 HISTORIC STYLE EXTERIOR SILLS FLASHING: � - 7 ey FLASHING SHALL BE INSTALLED IN A MANNER THAT � a _ T G sub oo Z Evbl n Baaeme PREVENTS MOISTURE FROM ENTERING THE WALL AND PERMEABLE MATERIALS AND AT INTERSECTIONS WITH MOISTURE , a PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE-TYPICAL AT ALL ROOF TO WALL INTERSECTIONS.(R903.2) REV.DATE: FINISH GRADE: + ��PROPOSED FRONT ELEVATION ALL GRADING SHOWN ON ELEVATIONS SHALL BY NO 8/10/2017 MEANS BE ASSUMED AS THE ACTUAL GRADING CONDITIONS AROUND THE BUILDING.VERIFY WITH • A9 - SCALE; �I4°='I+—O'�. SITE ENGINEER THE TOP OF FOUNDATION AND EXACT SHEET: - LOCATION ON SITE ADHERING TO THE HYANNIS SETBACKS. 0 0 q� s� NOTES:DEMOLITION C912 DEMOLISH GARAGE AND REMOVE WINDOWS AS c J + MUDROOM IN ITS ENTIRETY, INDICATED -REMOVE AND SAVE CUPOLA FOR REUSE F REMOVE FLAGPOLE AND SAVE FOR REUSE INCLUDING SHALLOW 1 -REMOVEEREE WAYANDOA AGEROOFSIN THEIR ® a FOUNDATIONS REMOVE CUPOLAAND SAVE FOR REUSE - - ENTIRETY ALL ROOFING OOFI G-0SLOW FOUNDATIONS -REM ALL DEMOLITION GAND SIDING a E FROM SITE ALL DEMOLITION AND CONSTRUCTION DEBRIS T.O.Hlahest Rld e - ill N Y 14' T.O 61� .. a ......... a v �'g i>rn A. •`.V// EXISTING EXTERIOR NOTES o " OW a Mu.ftdropm /- '1,Mx Y`• SIDING S•CEDAR SHINGLES,WEATHEREp r T. 10'-10 3/4" ' � WINNOW C DARING;2-FLAT WITH 2'HISTORIC SIII 1WOMCORNER BOARDS VEY VWMTEEPUCEMENT - 1 MFR ROOF:THREE TAB.LIGHT GRAY 5 ,C a FRIEZE:Y FLATSTOCKAT EAVE,WHITE ( o2 4 F 1 141H Om OV EMOVE ElaSnNG ¢ \�\ REN I I ®OVE � E OV -6{`i' LZLJ � A iT IC• � Y-Y w T.O.Subflaor-1st Floor TO S bfl 1 tFl M dmo, "t*rZ .+.a.. 1'r" �LL® h ® - q. ..e , 4.., rt,'lY 'i^A tT, ,.(•i i t I I Iryt,4. tt /` E7z � >x���r o G ,_9sn `c �,. '� "* ox1 ,.. �tt r e• �' �a �� a4tk:+a;.a1� � ,§z*,. ".Tr, -a tF''`TTT —- fir- _ �, llj�c.... yt ,�. � n n Y,r "�a'." ='C,q �,�ed 3 4 �� •�� `�k� •�,v '$,�fi, P. A W t T O 51 b B emen v ,..� t'? !,�, '.• - " ' �a 4 ti 00 D-Q NOTES:EXTERIOR ELEVATIONS A EXISTING LEFT ELEVATION ROOFING: Z w J 30 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES OVER Q W A10 SCALE:1/4"=1-O TRIPLEX UNDERLAYMENT WITH CERTAINTEEO (7 I— WINTERGUARD ICE$WATER MOISTURE BARRIER Z LL UNDERLAY AT ALL EAVES,VALLEYS,RAKES,AND LOW PITCH w AREAS.DRIP EDGE WILL BE 8"WHITE ALUMINUM WITH -J STARTER SHINGLES ON EAVES.CONTINUOUS RIDGE VENT WITH MATCHING RIDGE CAP. Li x W CUPOLA:RESET EXISTING SALVAGED CUPOLA PROPOSED ADDITION I EXISTING HOUSE" STANDARD WHITE ALUMINUM CONTINUOUS GUTTERS WITH WHITE CORRUGATED DOWNSPOUTS ATAREAS OF NEW To.Hi hesl Ride WORK. z W� T.O.Rld a a New Fam1I Room - - SHUTTERS:FOUR PAIR OF STANDARD LOUVERED VINYL w o N 1' _ SCREENS:T'Xi°WHITE ALUMINUM FRAMED SCREENS IN THE p o 7.o.Ride New Mudmo4- - PORCH WITH ONE SCREEN DOOR z o 12'-2 3/4' N 12 12 12 SIDING: p nzi WHITE CEDAR EXTRAGRADE NATURAL R&R SHINGLES WITH 5" o ¢COD NOMINAL EXPOSURE TO THE WEATHER OVER HOUSEWRAP a gym= CC d UNDERLAY WITH WHITEALUMINUM DRIP CAPS ON WINDOWS U x - r AND DOOR HEAD CASINGS. 3 WINDOWS: ' I HARVEYCLASSIC DOUBLE HUNG AND VINYL CASEMENT WINDOWS WITH WHITE EXTERIOR,PRE-FINISHED WHITE INTERIOR,GRILLES-BETWEEN-THE-GLASS,WHITE SCREENS j, 013 w 1 AND HARDWARE - \ y TRIM T.O.Su r-1stF r 1 'E' EXTERIOR TRIM WILL BE BORAL AND AZEK SIZED AS FOLLOWS: 0-0 r • '. _F� _ RAKES: X3 J - - � -FASCIA ASSEMBLY.iX8 FASCIA,1X8 SOFFIT WITH VENT,1XB FRIEZE WITH BED MOLDING -CORNERBOARDS:RDS:TX5/1 X6 -KICKS:1X12 KICKS UNDER DOORS ro N sate -CASINGS:IX4 RASETTED CASINGS ON WINDOWSAND OSORS R 8/4 HISTORIC STYLE EXTERIOR SILLS i.0.clan Ex n B omen ' : FLASHING: a FLASHING SHALL BE INSTALLED IN A MANNER THAT 7-9 Jle• PREVENTS MOISTURE FROM ENTERING THE WALLAND ROOF THROUGH JOINTS IN COPINGS,THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH ` PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE-TYPICAL AT ALL ROOF TO WALL INTERSECTIONS.(R903.2) REV.DATE: FINISH GRADE: B PROPOSED LEFT ELEVATION ALL GRADING SHOWN ON ELEVATIONS SHALL BY NO $/10/2017 MEANS BE ASSUMED AS THE ACTUAL GRADING A 10 SCALE:1/4"=1�-O" CONDITIONS AROUND THE BUILDING.VERIFY WITH SITE ENGINEER THE TOP OF FOUNDATION AND EXACT SHEET: LOCATION ON SITE ADHERING TO THE HYANNIS SETBACKS. r A10 . 1 O Fr;.rh•' NOTES:DEMOLITION v 12 P REMOVE FLAGPOLE AND SAVE FOR REUSE �' I $ - -REMOVE AND SAVE CUPOI FOR REUSE w,R -REMOVE SREEZEWAYAND GARAGEROOFS IN THEIR ® y REMOVE CUPOLAAND SAVE FOR REUSE ENTIRETY INCLUDING SHALLOW FOUNDATIONS •• -STRIP ALL ROOFING AND SIDING DEMOLISH GARAGE AND MUDROOM IN THEIR -REMOVE ALL DEMOU nON AND CONSTRUCTION DEBRIS a F � 1° ENTIRETY INCLUDING SHALLOW FOUNDATIONS FROM SITE ¢ n -..+ ... e tat 3%heal 5 V • ..�^ T.O.ftid a Gat a E%ISTING E%TERIDR NOTES �p SIOING:S•CEDAR SHINGLES,WEATHERED ( S — W1 OWCASIN H'M T L J NDOW MFR:HARVEY WHI REPLACEMENT x• T ^'^L.« I✓1} j T.O.Ride Side Ent NERBOA THREE TAB.LIGHT WHITE 3 J E f fl-T S/g•� ROOF:THREE TPO,LIGHT GRAY C f R a f .............__ - FRIE2E:5'FLATSTOCK AT EAVE,WHITE �} kpm i I EMD T.O.Subfloor-1st Floor 0 Main House ���•�•�f :L f .. 0'-0" � •-1:..s T L Y h Lf{`•- I •�;T,A y*,s- TO.Subfloor-1st Floor Mudioom f . 4� -�''i;� tT � �°,y.: � � �. •�b � � Y t T.O.31 �v y�` T �Y t � ff r« RE T O �,.�'£ -: r� `" ' c5 e wc. s rs 3/RS y..r, x fir`: p•'• r�a' .s,� �,v.Y,. ,r_ .'r""•' '.� ua Y,th�,. .r•,+,a{w '�s�,i.'tr'*r;, #, sr.. i.q {"�' ts; a_ - O- 0�Q NOTES:EXTERIOR ELEVATIONS - 0 l> \ ROOFING: Q XISTINQ REAR ELEVATION 30 YEAR ARCHITECTURAL GRADE ASPHALTSHINGLES OVER Q w A11 SCALE:1/4"=V-0" TRIPLEX UNDERLAYMENT WITH CERTAINTEED 0 0-1 WINTERGUARD ICE 8 WATER MOISTURE BARRIER Z Q UNDERLAYAT ALL EAVES,VALLEYS,RAKES,AND LOW PITCH w i=W AREAS.DRIP EDGE WILL BE B"WHITE ALUMINUM WITH p STARTER SHINGLES ON EAVES.CONTINUOUS RIDGE VENT F WITH MATCHING RIDGE CAP. X . . LLI - _ CUPOLA:RESET EXISTING SALVAGED CUPOLA GUTTERS: - - STANDARD WHITE ALUMINUM CONTINUOUS GUTTERS WITH WHITE CORRUGATED DOWNSPOUTS ATAREAS OF NEW } WORK. w F I' w IT SHUTTERS:FOUR PAIR OF STANDARD LOUVERED VINYL j p"r T.O Hi hest Ride =N o t4'-1 314' SCREENS:1"X7"WHITE ALUMINUM FRAMED SCREENS IN THE p o T.O.Ride F—Ity Addition PORCH WITH ONE SCREEN DOOR - 30,6 13'-2 7/8' SIDING: o z z WHITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES WITH 5" a Q SOD a I ili NOMINAL EXPOSURE TO THE WEATHER OVER HOUSEWRAP tz - UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ON WINDOWS AND DOOR HEAD CASINGS. 3 Nd :i* WINDOWS WITH WHIOTE EXTERIOR,PREIFINISHED WHITE " INTERIOR,GRILLES-BETWEEN-THE-GLASS,WHITE SCREENS < t.:. 1 wos s .. 11 r. t u I �F ANDH RDWARE TRIM:A SS - "T ,? �, I -- 1 1�• �I y!�I I.:T'�{� ` tI EXTERIOR TRIM WILL BE BORAL AND AZEK SIZED AS FOLLOWS: - VRAKES:IX8/1X3 J - - -FASCIA ASSEMBLY:IX8 FASCIA,1X6 SOFFIT WITH VENT,IX8 TO.Subfloor-1st Floor - F__-.. FRIEZE WITH 1-3/4„BED MOLDING ra+•- -=.> ••• 1 -e '1' -CORNERBOARDS:I X5/1 X6 0-0' KICKS:1X12 KICKS UNDER DOORS _ -.CASINGS:IX4 RABETTEO CASINGS ON WINDOWSAND ' -SILL:8/4 HISTORIC STYLE EXTERIOR SILLS o T O.Slab Pro osed C. S a ?� 1 i �NTS MOISTURE FROM ENTERING THE WALL AND AA-11 ROOFFLASHING:FLASHING SHALL BE INSTALLED IN A MANNER TH AT � C� T.O.Slab E ISIin Basemen PERMEABLE MATERIALS ANDOUGH JOINTS IN AT MINGS,THROUGH MOISTURE AT INTERSECTIONS WITH �4M PARAPET WALLS AND OTHER PENETRATIONS THROUGH - THE ROOF PLANE-TYPICAL ATALL ROOF TO WALL INTERSECTIONS.(R903.2) REV.DATE:: FINISH GRADE: B PROPOSED REAR ELEVATION ALL GRADING SHOWN ON ELEVATIONS SHALL BY NO 8/10/2017 MEANS BE ASSUMED AS THE ACTUAL GRADING A11 CONDITIONS AROUND THE BUILDING.VERIFY WITH SCALE:1/4 =1—O SITE ENGINEER THE TOP OF FOUNDATION AND EXACT SHEET: LOCATION ON SITE ADHERING TO THE HYANNIS SETBACKS. A11 o s SE @�NOTES:DEMOLITION e T.O14'-. h-sl Rid a' -REMOVE AND SAVE CUPOLA FOR REUSE ' T.O.3/4" -REMOVE BREEZEWAY AND GARAGE ROOFS IN THEIR14'-1 ` ENTIRETY INCLUDING SHALLOW FOUNDATIONS REMOVE FLAGPOLE AND SAVE FOR REUSE -STRIP ALL ROOFING AND SIDING REMOVE CUPOLA AND SAVE FOR REUSE -REMOVE ALL DEMOUTION AND CONSTRUCTION DEBRIS ® 7 _ • TO Ride Fron'Bedroom FROM BITE sy c S — DEMOLISH GARAGE AND MUDROOM IN THEIR 1 V-B 314" c ENTIRETY INCLUDING SHALLOW FOUNDATIONS m T.O.Rd a Garde .gI ' 12 11'-7 1 l8" 16 7 EXISTING EXTERIOR NOTES o� ^- - - -- SIDIN W CEDAR SHINGLES.WE a G: G WEATHERED TO.Ride Mudroam WINDOW CARING:2-FLAT ViITH2'MISTORIC SILL 10'-103/4" WINDOWMFR:HARVEYVINYLREPLACEMENT y�H - CORNER BOARDS:41?WHITE j LI} Jf' fi'11Y •I:!x• }'4, •� cs•' tea. ,.•�s-s T-• ""s^•- ROOF:THREE TAB,LIGHT GRAY' y,="•S• fie:'-T ' ,x,... - I' ,;_-Ry,,,��- L: { - FRIE2E:S'FLATSTOCK AT EAVE.WHITE b y"r fi- It, 0m � %I TIAG ^cf#T E%IBn G - E%IsnNG �k- - o T00 Rubflo-r.1s x �\ tF00 {-,• REMOVE I ♦♦ � r Main house - .,- T'- 4 y Ty�5 J If '"'1' { '•if. � } T.O..Subfloor-1st Floor Mudroom ' ,rr*�� ..'�I 1 � � ""f* � _"`+�`§'' .r � rs' -.-w''.rt 1'! �. _ ,a•�• 1!s 5 �4rT' k F -k%{- acr-a-r,�s=•'.,^, T.O.Dam-slab x ..F..T. -s trz - a r +•fit .�',r•r•,�s �y�a - '-'� � t a�, � ,� .3�' "� �'�- Brat.,.� ,�€�� a.- *, ro� ' P'C v"T°i vA".. "k '" .fr 'r� n�A..1° rn. ..^) •/'�'' °�& ,r• L? ,°�,f a ,:s'4,A' .:,.a. „Y° �m,. 4 > "s!. � .;�'ar` _ c) *; s ILLI �y s, •' .q �' *'L 'T+. * ...:70 SI b B T j �Z Ov 1 LL Y h NOTES:EXTERIOR ELEVATIONS W EXISTING RIGHT ELEVATION ROOFING: Q w Al2 SCALE: 1/4" Ir-Or 30 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES OVER = TRIPLEX UNDERLAYMENT WITH CERTAINTEED C� - - WINTERGUARD ICE&WATER MOISTURE BARRIER Z= UNDERLAYAT ALL EAVES,VALLEYS,RAKES,AND LOW PITCH 6i p AREAS.DRIP EDGE WILL BE 6"WHITE ALUMINUM WITH STARTER SHINGLES ON EAVES.CONTINUOUS RIDGE VENT F 1 WITH MATCHING RIDGE CAP. X CUPOLA:RESET EXISTING SALVAGED CUPOLA L11 GUTTERS: STANDARD WHITE ALUMINUM CONTINUOUS GUTTERS WITH EXISTING HOUSE I PROPOSED ADDITION WHITE CORRUGATED DOWNSPOUTS AT AREAS OF NEW Z WORK. ' - SHUTTERS:FOUR PAIR OF STANDARD LOUVERED VINYL j N T.O.Hi hesl Rld ta'-1 a/4^ SCREENS:1'Xl"WHITE ALUMINUM FRAMED SCREENS IN THE o o< ' ® - T o.Rid¢ F-mn Addiii-n PORCH WITH ONE SCREEN DOOR z O I 12 12 13'27/S" SIDING: '3rp -- B �s T.o.Rae Mudro-m Addison WHITE CEDAR EXTRA GRADE NATURAL R&R SHINGLES WITH 5" o ¢LOD a 12'-2314• NOMINAL EXPOSURE TO THE WEATHER OVER HOUSEWRAP - ,',.� I 4 UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ON WINDOWS AND DOOR HEAD CASINGS. 3 `L " ......_.. _ ........_.._ r ..... ..{ �......... .: "-.`�... .. WINDOWS: -'- -- r•• 4,�: -- - &-'- HARVEY CLASSIC DOUBLE HUNG AND VINYL CASEMENT WINDOWS WITH WHITE EXTERIOR,PRE-FINISHED WHITE- EXlsnr.c 3 w1• Ewsnec I -- snN `l r f ,�1` t ., ^ INTERR,GRILLES-BETWEEN-THE-GLASS,WHITE SCREEN - AND HARDWARE SSW S N TRIM: EXTERIOR TRIM WILL BE BORAL AND AZEK SIZED AS FOLLOWS: t T.O. FRIEZE WITHE 3//4"BED MOLDING Xfi SOFFIT WITH VENT, 8 -.. ........ ... _ _ - 0 G.Su _ :1X5/TX6 ibno--1st FI - •+-+• vFc:' +_ =-- ..as- _ _ -KICKS:1XIP KICKS UNDER DOORS S " NT - ;;. '•3."� �, ", x: `- „••�w�.•f^.,, '•a io.subnoor s r 1X -CASINGS:1X4 RABETTED CASINGS ON WINDOWS AND ' f '�9 �' f :..r"4 a_<, + , }�,. ... •t x ,:: � .a�, w ,~a R ,�'ri�� � �3�'"ac'.�r � s 7 5 �t DOORS B A r - -'�^sr '� ry" k `•' '�' ' a�� � :�` " -4• f: � �` -SILL:B/4 HISTORIC STYLE EXTERIOR SILLS `��{{'"�°r,°:;"w'd� *. <.5m<'�ls'Y�kkl."rit A..,a.�. t , ,�.. .- • , .:r` ,s xTO Slab NeWcawsa �O �r �' � •S FLASHING: o FLASHING SHALL BE INSTALLED IN A MANNER THAT `� ! - PREVENTS MOISTURE FROM ENTERING THE WALL AND `+- --- r.o.slab Exl-nn as-em-n ROOF THROUGH JOINTS IN COPINGS,THROUGH MOISTURE •r-g 3/e- PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE--TYPICAL AT ALL ROOF TO WALL INTERSECTIONS.(R903.1) REV.DATE: FINISH GRADE: ©PROPOSED RIGHT ELEVATION ALLGRADINGSHOWNONELEVATIONSSHALLBYNO 8/10/2017 MEANS BE ASSUMED AS THE ACTUAL GRADING Al2 SCALE:1/411= I1-O CONDITIONS AROUND THE BUILDING.VERIFY WITH SITE ENGINEER THE TOP OF FOUNDATION AND EXACT LOCATION ON SITE ADHERING TO THE HYANNIS SETBACKS. - • Al2 NOTES:SECTIONS E ALL STRUCTURAL NOTES VERIFIEO AND APPROVED 6Y STRUCTURAL RESPONSE ENGINEERING.SEE ATTACHED SPECS AND CALC-S, A CJ l STRUCTURAL STEEL(only IF APPLICABLE)-see attached calcsheets ® �� FABRICATE,DETAIL ERECT,IDENTIEYAND PAINTSTRUCTURAL 5 STEELACCORDING TO AISC SPECIFICATIONS:EXCEPT 6 d `INSULATION TO CODE (RB-1)(2)1 314'X 11 1/4'LVL'S CONTRACTOR SHALL USE THE ARCHITECTURAL DRAWINGS IN d - ROOF BEAM -' CONJUNCTION WITH THE STRUCTURAL DRAWINGS FOR ao.vRARCHCRADEASPHALrSHINGLES DIMENSIONS AND STRUCTURAL STEEL NOT SHOWN ON THE NEW2X12RIDGEBOARD 2X10 ROOF RAFTERS®16.O.C. - : - OVER ICE&WATER SHIELD STRUCTURAL DOCUMENTS. J ;ael (RH-1)(z)1 3la x711a•Lvls R602.3 DESIGN AND CONSTRUCTION. � y EXTERIOR WALLS OF WOOD-FRAME CONSTRUCTION SHALL BE a' w ICB-III6 EAM ) ES I NEWWMITECEDAR SHINGLES,S'NOMINAL DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE i ( um FLUSH FI—ED MCOILAR❑ J - EX.EXTr OVER HOUSE UNDERLAY PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1)AN0 ®4e•a.c �- 1rz'EXTERIOR.GRADE COX R602.3.(2)OR IN ACCORDANCE WITH AF&PA'S NOS.COMPONENTS f I f I I I I I 2X4 WALL STUDS - OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE d i o m o.wa Family Additin NEW WHITE EXTRA NATURAL WITH TABLES R602.31 THROUGH R602.34.STRUCTURAL WALL tallau•xetm LVL's TO, O O . NEWzxe CEILING JOISTS R&R SHINGLES.Y NOMINAL EXPOSURE SHEATHING SHALL BE FASTENED DIRECTLYTO STRUCTURAL �^ WITH txa sTaa+rwc eELow SE UNDERLAY - FRAMING MEMBERS.EXTERIOR WALL COVERINGS SHALL 8E I 1rz'EXTERIOR GRADE COX V LL 2xs wa.L S7uos wlrH lNsuLA7loNTO CODE CAPABLE OF RESISTING THE WIND PRESSURES LISTED IN TABLE PROPOSED FAf " II II T PROPOSED R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE - l09 " SCREEN PORCH R301.2(3).WOOD STRUCTURAL PANEL SHEATHING USED FOR h&z11a1 zxtvs eEAM 110 - (3)PT 2X10S i EXTERIOR WALLS SHALL CONFORM TO THE REQUIREMENTS OF U.—Jolsrs Aia T0.S110111-1s1 Floor - TABLE R602.3(3).2—FLOORJOISTS®16-O.c. 0 D• 10'CONCRETE PIER WITH STUDS SHALL BE CONTINUOUS FROM SUPPORTATTHE SOLE � 2x 10 PT DEGxaolara '4X4 PT POST,SEE DETAIL GRADE „+ ) ®ts•o.c. To Deck Screen Porch FOR SIMPSON HANGER• PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS - .ikX 7 PERPENDICULAR TO THE WALL.THE SUPPORT SHALL BE I I PROPOSED R 10'REINFORCED CONCRETE FOUNDATION OR FLOOR,CEILING OR ROOF DIAPHRAGM OR FOUNDATION WALL SEE _ SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED CRAWL SPACE nb I I E DETAIL FOR REINFORCING� z TO SBb Naw Cra s acA 12"X2a'CONTINUOUS KEYED ENGINEERING PRACTICE. - A14 EXCEPTION:JACK STUDS,TRIMMER STUDS AND CRIPPLE STUDS O FOOTINGS WITH Two 95 KEBABS AT OPENINGS IN WALLS THAT COMPLY WITH TABLES R502.5(1) _ �x—t FOOTING UNDER "2-CONCRETE DUST SLAB AND R502.5(2). �- NE'WLALLYCOLUMN - U INSULATION: LLI -EXTERIOR ENVELOPE INSULATION TO CODE.EXTERIOR WALL (n A_ P R O P O S"E D SECTION A INSULATION LIMITED TO NEW WALLS AND THOSE EXPOSED BY DEMOLITION w A13 SCALE:1/4"=1'-10" UN-FACED SOUND INSULATION IN ALL BEDROOM AND w BATHROOM INTERIOR WALLS U a 0 a SISTER EXISTING RAFTERS 30 VR ARCH GRADE ASPHALT 2 (AT AREA OF ROOF OVERLAY) - SHINGLES OVER ICE&WATER T O hest Ride W F 30 VR ARCH GRADE ASPHALT x SHIELD 1 q-1 3/q' J Lu SHINGLES OVER ICE&WATER � „..�` 4� rr 12 fi 2X10 ROOF RAFTERS 0 16'O.C. �; 2X10 ROOF RAFTERS®1s-O.C. 13O2R a Famil Rao,Addition - Q N Q SHIELD a WITH INSULATION TO CODE . _ WITH INSULATION TO CODE p O 12 JO jo <. gym` .'.""""` +dlaJuneu. a1P,wnt.dBr.1 tgrluw.R.xJa-e,_s.c �, �i1 T.O.wan Addition G 1RJ".v�-3hTbt� e?den a. + :Ii1 R5'at'Ne•Y�I TVT3NA�NNi'Mt11nU4.Jk nila r+(nHr'�iS4L ' A® 1,6„ NEW WHITE CEDAR EXTRA GRADE. y FLUSH B.I(I -LVLS aEAN. al lz)1]IB Lv1.6 Ico-17 6 vLS BEAM, I NATURAL R&R SHINGLES,5' p FRAMED EAM,FLUSH F—ED LUSH FRAMED - NOMINAL EXPOSURE OVER NEWS FARING,NEWEL POSTS AND BALUSTERS NE4V tXe CEILING J0IGTS j - HOUSE UNDERLAY ,F - WITH UO STRAPHNG BELOW 10 EXTERIOR GRADE COX NEW WHITE CEDAR - PROPOSED PROPOSED :a WALL TO CODE WITH PROPOSED B W F INSULATION LWATILL STUD WITH EXTRA GRADE NATURAL ^ MASTER BATH ,:.r HALL A14 MUDROOM 'INSULATION TO CODE FAMILY NO R&R SHINGLES,5- 106 `° ;,.E 102 109 109 MINAL EXPOSURE Y'� OVER HOUSE UNDERLAY "�' ( I T.O.Slrbfloar-tsl Floor w fa ' .� . s_-='`�'"^ ':u 1.A+L�r::�.BfviLClapJ15b5�'udti�ER'�;i111aPi1t°aJ1N.. IE:@.5E`�t!14wr1tf'i411F4.9F{e:4.�i3gr`i4IN6i..r+ -� GRADE .. ( tale tla'LVLSBEAM �l 3XIa FLGORJGIST9®te'G.C. uf&G2f l])aXiVe OEAM -_. IL TO a-)FLUSIIFFAME WRHINSULATON TO CODE N E.1-1S 3:: .\. IQ ® o -STNGSIANTEDFFAMNG J (t 21(312x19SBEAN PROPOSED ( 10'REINFORCED CONCRETE x I` �f R IJ F .. FOUNDATION WALL.SEE MEETLl S UNDER JOISTS CRAWL SPACE ` VERIFY IN FIELD IF NEETS CODE .Xs' I. I DETAIL FOR REINFORCING s ,n I A m : REMODELED '. '�' � ' _� Ala '��•IS 12'%24'CONTINUOUS KEYED w " o REC ROOM p E F`Jr s>) +� \ I FOOTI NOS WITH TWO#5 REBARS S a . 001 N•, 1r ..# 4 _. z z]'XI'OD G UNDER. - • NEW AL c LUMN C 2 CONCRETE DUST SLAB T.0 Slab Cal Exist nG Basement , n B PROPOSED SECTION B REV.DATE: A13 SCALE:1/4"=V-0" 8110/2017 / SHEET: _ A13 0 E�.. TYPICAL 4'IMEIOR CASING, _ TO MATCH EXISTING 3�6 POST BASETD-1 TI aTYP• J _ METAL STRAP CONIINUOU3 IRB-t11211]b'%111/4•lVL'SZ2 " '� ROOF BEAM iI DETAIL FOR SCREEN METAL RM(E MANGER I PORCH SONOTUBES (B)BD TYP 12 foAen h0uld 6n sgpgNed ine'V" - 6� 2xe COLLAR TIES G 40.OG - ,S Cox FILL PIER FOUNDATION wne D m Ind�Plced Is lok.: < L� "e 2 • EXTERIORSHEETING -RAF TERS®rc0.O E b , O - _ A Rd—end daMOR.33/4• WITH CONCRETE AND PLACE ONE I/2°X 8'L B.hV6m dg,6u e+.13/4• ..,..... ` ANCHOR IN CENTER: , ' SECURE GALVANIZED 4X4 C.ORee6ler.s6Bdng.PIr t161e I • m ,�,E PROPOSED POST ANCHOR TO TOP o A • SCREEN PORCH - OF PIER TO ACCEPT WOOD FRAMING WHITE CEDAR EXTRAGRADE •1gX8;• �B�� - ^s LED NATURAL R&R SHINGLES,5" z i :L�N .1. LON NOMINAL EXPOSURE OVER8'e�y•�' • FIGURE 7 [I HOUSEWRAP UNDERLAY C}p o4 2 MINIMUM SIDECOVER ` N SIMPSON STRONG-TIE P844 • tom, �..� �, K ROOF RIDGE DETAIL H TYPICAL WINDOW JAMB DETAIL E PIER TO POST DETAIL A14 NOT TO SCALE ,414 SCALE 3"=1%0• A14 NOT TO SCALE - PROPOSED MUDROOM I EXISTINGKITCHEN lO'CD%EXTEwoa6HEATNNG ADDITION (REMODELED) N HARDWOODFLOORING - (n FAMILY ROOM -_-� LU�ZER AREXTRAGRAOENATUN. J ADDITION - s w6R i°u"enuvPoGRD 1M'T&G AOVAMECH PLRNOOD PER­HINGIG TUCKED 30-YE AR ARCHITECTURAL - NSDING&SENT OVFR UJ GRADE ASPHALT SHINGLES -- OF LEGGER EGA- 0 NDEFIL FLEX' ---- INc, NEW2X10RIMJOIST EXISTING 2%B LEDGER UNDERLAYMEM :,._; -+ :s ...s-T'':E' NNflyNTECH N 2%10 E%Isa NG2XR60SU_GG GISTS 1 ISTS Oi X3 TRIM BOARD, TYPICAL DOUBLE SILL WITH EASED EDGE V y1 BORAL OR A2IX HUNG WINDOW RATE(@BOTTOM STnGGFR TO FASTER _ SHEATHING AND RIM BOARD ., iXBTRIM BOARD, %1I RIM csTAGGERiO FAsiEN -- 0 EAL_.RAZIX - O ' xV SILL •D APRON JgST GOUGER iO SNEATWNG Ly NE�2%14 AND RI D a ST EXISTING 3%e PT TOP PLATE F NBD R NEW 3.10 PT DECK JOIST - -' (2)PT 2"TOP IMPSON METM i WHITE CEDAR EXTRA WHITE CEDAR EXTRA _ — NEW 2XIOLEDGER JOIST HANGER GRADE NATURAL R&R L EXISTING CONCRETE SHINGLES,5'NOMINAL GRACE NATURAL MINA BLOCK FOUNDATION WALL EXPOSURE SHINGLES,5•NOMINAL OVERHOUSEWRAP EXPOSURE OVER NEW.II'CONCRETE l HIMPSON METAL JOIST N UNDERLAY HOUSEWRAP UNDERLAY f0uN0ATIoN wALL ANGEq w26 Z W W.- J W e ROOF RAKE DETAIL .(@TYPICAL WINDOW SILL LEDGER DETAIL AT SCREEN PORCH B LEDGER DETAIL AT ADDITION ��2 'Z� A14 NOT TO SCALE A14 SCALE 3"=V-0" A14 NOT TO SCALE A14 NOTTOSCALE zOQ a D} s 0Cm2 ' GASNEi6OR totx6 P [. - 3-1/2"LALLV COLUMN 11ILL sA I u T - su•rnc Aov.NTErr. .;-:.:°:':::.- . >• NOTCH BEAM FOR MUDSILL IF REQUIRED. NO.5,3 REBARS EACH WAY rcoc rvP Rucnox ag xwwaDwarLGrn Q BEARING PLATE l'4rJ MAX.NOTCH EQUALS 1/4 DEPTH OF BEAM) SET IN FULL MORTAR BED +as®In•c.c - 112"AIR SPACE VAPOR BARRIER spas unDE , 30YR ARCHITECTURAL GRADE ASPHALT SHINGLES xer wD�[l wAr ON 5/8 COX EXTERIOR SHEATHING NAILED 2•CONCRETE DUST SLAB ATn rsRIDfp DN Wue XETOq sttL s6cuuD BEAM-(3)2X70'S 1 1_• P�wlu unosq mt 2XX0 ROOF RAFTERS @16'O.C. 4•GRAVEL FILL Q o R GUTTER-MATCH EXISTING�- I 1 I' I�1,ll)• VAPOR BARRIER Dnc anaM. DR = t 1•'• SHIMS TO LEVEL BEAM a mOONONETEFauNDAnGN FASCIA-MATCH EXISTING y''I .E IPREOugm " SOFFIT DEPTH-MATCH EXISTING _ - . gROOR cwe umCNw 2NNNDNDUST IAB v FRIEZE-MATCH EXISTING 3'MIN BEARING SURFACE FOR WOOD BEAM n 2:D, APDRREIARGER Q • Y 10"CONCRETE FOUNDATION WALL - wNlsE cgAeE� P i-D .xO RNEB �6�18 REV.DATE: R B 8/10I2017 ND DBNNACB PAD INO T,Ni, DDNr.=%. r SHEET: �i ROOF EAVE DETAIL F BEAM POCKET DETAIL c . FOOTING AT LALLY DETAIL A FOUNDATION WALL DETAIL JILA14 A14 NOT TO SCALE A14 SCALE 1 112"=1'-O" A14 NOT TO SCALE A14 NOT TO SCALE 4+ • B NOTES:FRAMING PLANS d A13 crPME: R F�L S TRUCTURAL VERIFIED NAPPROVED BY LEDGER-PRESSURE TREATED 2X10 LEDGER BOLTEDiO SEE ATTACHEDURAL SPECS EDENGINEERINGCALC'S. _ EJOSTING SEE ATTACHED SPECS AND CALC'S. " 'BOX-PRESSURE TREATED DOUBLE 2XID CONTINUOUS 00X ® i� JOIST R602 DESIGN AND CONSTRUCTION: io-J6 JOISTS-PRESSURE TREATED 2X10 JOISTS I6'ON CENTER ExiERIORWALLSOFMO—RAMECONSTRUCTION r' - 4 a POSTS-PRESSURE TREATEO4X410ST5 SHALL BE DESIGNED ANO fANSTRUCTE0IN M BEAMS-DOUBLE I-3N'%9112'LVL BEAM ON THREE BIDES ACGORQMCE WITH THE PROVISIONS OF THIS CHAPTER NEW 2X8 PT DECK JOIST AND FIGURES R602.](1)AND R602.3.(2)OR IN G a 16.O.C• •RAREMFNT ACCORD ANCEWITHAF3PA'SNDS.COMPONENTSOF RN y+d PERIMETER WALLS-SOLE PD516.ON CENTER WITH EXTH TAOR BLEALLSBHALLBEFABTENEDINACCORCTUR "PRESSURE TREATED SOLE PLATE WITH TABLES R602.3(1)TMROUGH R6023I4I.STRUCTURAL y ------ - INTERIOR WALLS-2X4STLOS 16'ONGENTER WITH WALL SHEATHING SHALL BE FASTENED DIRECTLY TO 0 c / PRESSURE TREATED SOLE PLATE STRUCTURAL FRAMING MEMBERS.EXTERIOR WALL OU AOOHEADER-I1SII(3)13/4-X91/4•LVL'SBEAM(CUTTOB') COVERINGS SHALLSECAPASLEOFRESISTINGTHEWIND FLUSH FRAMESPANNING OVER EXISTING LALLY COLUMNS PRESSURESUSTEDIN TABLE R301.2(2)ADJUSTEO FOR HEIGHT AND EXPOSURE USING TABLE R301.2(]I.WOOD / I NEW 2X10 PT LEDGER FIRST FLOOR STRUCTURAL PANEL SHEATHING USED FOR EXTERIOR w �s SILL-PRESSURE TREATED 2X6 WITH CONTINUOUS SILL SEAL WALLS SHALL CONFORM TO THE REOUIREMENTSOF §§yy4. i LEDGER-]%IO LEDG ER BOLTED TO EXISTING TABLE R602.3(3L �7FF BOX-2X10 CONTINUOUS BOX JOIST OA e - y BEAM JOISTS-]XIO JOISTS 16'ON CENTER STUDS SHALL BE CONTINUOUS FROM SUPPORTAT THE Prim / / q BEAMS-11&11(3)2XIDS BEAM UNDERJOISTS SOLE PLATE TOASUPPORT AT THETOP PLATE TO RESIST {' 11B-21 P)2X10'S BEAM UNDER JOISTS LOADS PERPENDICULAR TO THE WALL,THE SUPPORT ' -•1 // / I FLOOR SHEATHING-W ADVANTECH TAG OSS GLUED AND SHALL BEA FOUNDATION OR FLOOR.CEILING OR ROOF O � O NEW 2%10 FLOOR JOIST @ 16.. AILED DIAPHRAGM OR SHALL BE DESIGNED IN ACCORDANCE y (3)PT 2X10'S _ PONEXTERIORWALLS-2XBSNDSI6'ON'CENTERWITHS WITH ACCEPTED ENGINEERING PRACTICE y �` _ PONE CD%EXTERIOR SHEATHING EXISTING EXTERIOR WALLS-2X4 STUDS AS NEEDED WITH W EXCEPTION:JACK STUDS.TRIMMER STUDS-0 CRIPPLE COX EXTERIOR SHEATHING AT RECONFIGURED WINDOWS STUDS AT OPENINGS IN WALLS THAT COMPLY WITH ^'• A14 I` I I lI II A14 - AND TWO CLOSE IN WINDOW OPENINGS TABLES R502.5(1)AND R502.5(2). I [1B-11(3)2X I O'S BEAM UNDER JOISTS I INTERIOR WALLS-2X4 STUDS I WON CENTER !� NEW 2X10 FLOOR JOIST®16'O.C. - �A I I I PERIMETER p F * O A14 i I (1B-21(3)2X10'S BEAM UNDER JOISTS [ — LL•Z I I F SEE BEAM - - [--Q 2'-6' 3'-2- A14 POCKET DETAIL - U).__I a- / I PROVIDE 2X10 PTLEOGER BOLTED TOTHE SIDE OF Z THE EXISTING HOUSE - LLI 13'-3376" / / 21'-111/2' HANGJOISTS WITH U) NEW 2X10 FLOOR JOIST @ 16'O.C. ; SIMPSON HANGERS - - O -- -- — f - - I-- - - LL I� IClp � � l 1 w j 1 i t �I I VERIFY N FIELD F MEETS CODE OVER STAIRS E%ISTING(3)2X70 BEAM P !CUTBACK AT LALLYCOLUMN --'r j 11 EXISTING(3)2X10 BEAM j 11 O p p o z o 11831(3113/A X91/4 LVLS BEAM 11 I �! ._I� I Q�Y (CUT T08)FWSH FRAME SPANNING , H.N OVER EXISTING LALLY COLUMNS CUT EXISTING JOISTS TO I ,pI I 1 II 1 4 I I I,ACCOMMODATE NEW LVL BE y I I HANG WITH SIMPSON HANGERS I II II II I 1 I _ I h I! I II Q EXISTING 2X8 FLOOR JOIST @I16.O.C. I - ��L_-- i �1-t�`II�L�L�I�I�I —_ 1 I _ mL----- -- ----- -------------- 4 • T �ici I-1cln , I 6'-2 1/8" 2'-8' 6'-2 1/4' a _ - 29'-11 318 . "'-11 3/4' I REV.DATE: J 8/10/2017 A PROPOSED FIRST FLOOR FRAMING PLAN SHEET: A15 SCALE:1/4"=1'-011 A15 7� 60'-2 7/8' ' - 29' Ts'-11"T 4'.31/4' - 8'-21/4' D rn D �. O Dn _u 10m iW W = n � � O _ , �x oC II 3 V) >$ �mm �x R Nam II o m� =m =f� of y VJ yl P� m zoo pro B\ _n H O H O H 25 m N N� C� P m T it z N my =N '11 O Nu D� Mm ti ti —n m ® m y CdJ T D N ° 0 O j 9'-3 in' 9•_• _ cn i RI -o H II 5 D H gym = m Ile O p 3 Z om _ 0� mr m-D 1n•-z• 2p'p 1n^ 60'-2 7/8' X x n a o m� a n� y x 10 11 y I m . O .< o Z77 �- -II- ° ai=e g D = ��- apP� ; y mm � m�m��� m my m mml m� o A r" Cn— _.I- ED ao0A2 iu u Ip D r1 -�y - °xx r x y._ Nn V� .-. .. m.." _ !m s - m D Z Zmops pE N $o a m Dm mZ m w_II o N =m c I p � xA D 2 Gl 2 o 0 =O u - F N n ZD x � x ° n Dmn Om0 �DCmy ntnF1�+� �5 m-mip _ __ ti o mo i�v> ma� �AgoO ^�t+ m O =�mpm2 AP,���pC r�0y000m Om j� fm/1 T ym um` ~ a>ONr�ilamrA Za D°D.n Si L(�l O N °pooam `'irrm Om� �'Lmmmm_LD mm� D m O _ znr• m fin 'gDz oo „m�o�mm 9w ; o m _ oN o mm s u�m�i,N,�i"�'oo --------' m- -- - S M. oaH mm°z P'oi imm�n ���>nmooi Gim 63 - -:.... o r� �mpo-a'o o D°,�Daommama n°. om � m3n m °caiao HA mP D g f �m mNm 2�r Z O n map �Z Fmo mmm O,vai�ym�u0� 0 Pm N ZN Cmmi-a a0o0yp-p2p90p2 n0 CZW - <D 0.. ;auc-Oym N.m-�2p a gOaAti �Oooa `y'arZ Zo ° v. � a• m°ym2 Sa (n DRAWINGS PROVIDED BY: J � , — - PROJEGTADpREaS: SHEETTIT STRUCTURAL ENGINEER pE4GN BURG FlRI4 OJ IE: O lC � m T{�1 KURT AND LFNDA HULTEEN I°`•` ��\ ��` .,,��-.- o y (en(c®11 (e j, 138GOSNOLDSTREET PROPOSED FRAMING f _ (�It11(C®IC'C� v fl a.00a. HYANNIS,MA 02601 PLANS , "•" ;' D..�,.I...a,« 103 Maln Street encorecacom " (we)BBB<Y99 Dennisport,MA 03639 (508)7603.6900 off- r SPECIAL NOTE: RECOMMEND A WALK-THRU AFTER ROUGH FRAMING IS COMPLETE TO DETERMINE FINAL LOCATION OF OUTLETS, SWITCHES, AND LIGHTS WITH OWNERS, GENERAL CONTRACTOR REP AND ELECTRICIAN @a ss SECTION AM104-SMOKE DETECTION VENTILATION NOTE$; SECTION R315-CARBON MONOXIDE ® m AMI04.1 GENERAL. AM104.3 LOCATION. ALARMS TT 11 ALL COMBUSTION APPLIANCES WILL SMOKE DETECTORS SHALL BE A DETECTOR SHALL BE LOCATED IN EACH BE VENTED OIRECTLYTO THE R315.1 CARBON MONOXIDE ALARMS. m INSTALLED IN DWELLING UNITS USED BEDROOM AND ANY ROOM THAT IS TO BE EXTERIOR FOR NEW CONSTRUCTION,AN - 1� oo d FOR HOME DAY-CARE OPERATIONS. USED AS A SLEEPING ROOM AND APPROVED CARBON MONOXIDE ALARM - u 8. DETECTORS SHALL BE INSTALLED IN CENTRALLY LOCATED IN THE CORRIDOR. ATTIC SHALL HAVE VENTILATION _ ------------------I c EQUAL TO 1 SQ.FOOT PER 150 SO. SHALL BE INSTALLED OUTSIDE OF EACH g Is u, mo • ACCORDANCE WITH THE APPROVED HALLWAY OR AREA GIVING ACCESS TO �SEPARATE SLEEPING AREA IN THE i � m �o MANUFACTURER'S INSTRUCTIONS.IF EACH SEPARATE SLEEPING AREA,WHEN FEET OF ATTIC SPACE.VENTILATION IMMEDIATE VICINITY OF THE BEDROOMS / ___ SHALL BE PROTECTED FROM SNOW / ------�THE CURRENT SMOKE DETECTION THE DWELLING UNIT HAS MORE THAN IN DWELLING UNITS WITHIN WHICH FUEL- o, SYSTEM IN THE DWELLING IS NOT IN ONE STORY,AND IN DWELLINGS WITH AND RAIN AND SHALL BE COVERED FIRED APPLIANCES ARE INSTALLED AND COMPLIANCE WITH THE CURRENTLY BASEMENTS.A DETECTOR SHALL BE WITH GALVANIZED WIRE SCREEN. IN DWELLING UNITS THAT HAVE w- i i I I z A+{) z am ADOPTED CODE FOR SMOKE INSTALLEDON.EACH STORY AND IN.THE OPENINGS SHALL BE LOCATED TO ! / I IEY ATTACHED GARAGES / / DETECTION,IT SHALL BE UPGRADED TO BASEMENT.IN DWELLING UNITS WHERE PROVIDE CROSS VENTILATION; MEET THE CURRENTLY ADOPTED CODE A STORY OR BASEMENT IS SPLIT INTO R315.2 WHERE REQUIRED IN EXISTING — REQUIREMENTSANDSECTIONAM103 TWO OR MORE LEVELS,7HE SMOKE EXHAUST ALL VENTS AND FANS DWELLINGS. um. BEFORE DAYCARE OPERATIONS DETECTOR SHALL BE INSTALLED ON THE DIRECTLY TO OUTSIDE VIA METAL WHERE WORK REQUIRING APERMIT COMMENCE. UPPER LEVEL,EXCEPT THAT WHEN THEDUCTS,PROVIDE 90 CFM(MIN)FANS OCCURS IN EXISTING DWELLINGS THAT 'LOW ER LEVEL CONTAINS A SLEEPING TO PROVIDE 5 AIR CHANGES PER- HAVE ATTACHED GARAGES OR IN AM104.2 POWER SOURCE. AREA,A DETECTOR SHALL BE INSTALLED HOUR IN BATHS CONTAINING TUB EXISTING DWELLINGS WITHIN WHICH REQUIRED SMOKE DETECTORS SHALL" ON EACH LEVEL WHEN SLEEPING AND IOR SHOWER AND IN LAUNDRY FUEL-FIRED APPLIANCES EXIST,CARBON I I L-J RECEIVE THEIR PRIMARY POWER FROM ROOMS ARE ON THE UPPER LEVEL,THE ROOMS. MONOXIDE ALARMS SHALL BE PROVIDED I I I I ��•1" ?'^.`'I THE BUILDING WIRING WHEN THAT DETECTOR SHALL BE PLACED AT THE IN ACCORDANCE WITH SECTION R315.1. I I PROPOSED CRAWL SPACE WIRING IS SERVED FROM A CEILING OF THE UPPER LEVEL IN CLOSE UNDER FLOOR SPACES SHALL HAVE - I I I ) *� COMMERCIAL SOURCE AND SHALL DE PROXIMITY TO THE STAIRWAY.IN - VENTILATION EQUAL TO ONE SQ: R315.3 ALARM REQUIREMENTS. ' EQUIPPED WITH A BATTERYBACKUP. DWELLING UNITS WHERE THE CEILING FOOT PER 150 SQ.FEET OF FLOOR SINGLE STATION CARBON MONOXIDE - THE DETECTOR SHALL EMIT A SIGNAL HEIGHT OF A ROOM OPEN TO THE SPACE.VENTS SHALL BE CAST INTO ALARMS SHALL BE LISTED AS I I I I WHEN THE BATTERIES ARE LOW. HALLWAY SERVING THE BEDROOMS OR THE CONCRETE STEM WALLS AND: COMPLYING WITH UL 2034AND SHALL BE WIRING SHALL BE PERMANENT AND SLEEPING AREAS EXCEEDS THAT OF THE COVERED WITH GALVANIZED WIRE INSTALLED IN ACCORDANCE WITHTHIS I I I. I sEWER LINE WITHOUT A DISCONNECTING SWITCH HALLWAY BY 24INCHES(610 MM)OR SCREEN.VENTS SHALL BE LOCATED CODE AND THE MANUFACTURER'S I I I I J OTHER THAN THOSE REQUIRED FOR MORE,SMOKE DETECTORS SHALL BE TO PROVIDE CROSS VENTILATION. INSTALLATION.INSTRUCTIONS. I L— Q OVER-CURRENT PROTECTION. INSTALLED IN THE HALLWAY AND IN THE , r a I j U REQUIRED SMOKE DETECTORS SHALL ADJACENT ROOM.DETECTORS SHALL BE INTERCONNECTED SO IF ONE SOUND AN ALARM AUDIBLE IN ALL I I J I I F Z DETECTOR IS ACTIVATED,ALL SLEEPING AREAS OF THE DWELLING UNIT I I DETECTORS ARE ACTIVATED. IN WHICH THEYARE LOCATED. - I. I I I wJ I I w° Q U- -----------------� f----------------- ---J I L--- m ---------� CI , . F Nn.• n.,,. ,CL ' 1� CLOSETINU 1 ID ELECTRICAL-DATA-AUDIO LEGEND BASEMENT PLUMBING: BASEMENT ELECTRICAL: I STOBAGE , BEDROOM I Z BASEMENTBATHROOM I ° ^ a y l j SYMBOL DESCRIPTION STAIRS TO BABEMENT Ji �I��JJ ONE 3981-0 Wi TRESHAM 1 PC EL TOILET I $ d -ONE3-WAYDIMMER BA I -ONE 20158U CP PINSTRIPE PEOESTALLAV I ®` m a I =~N -- --ONE 1WAV SWITCH -ONE 13132-AM1 P PINSTRIPE WITLAV FCT ONE WALL LIGHT OUTLET AND INSTALLATION OF OWNER. I O ' Ceiling Fan -ONE 1313)-AK-CP PINSTRIPE KATALVST TINGLE FUNCTION }} ) I Q Q PROVIDED FIXTURE S0 E IE l3EAO RECREATION ROOM I U�^. •ld F' q 'w� Z -ONEt3t36-CP PINSTRIPANOSHARMBFLG ONE IS AMP HOME RUN CIRCUIT --- '— -I ^' ��h r I Oyj __ ^ ee JZ_ -ONE f025]-hCP SHIFTHANDSHOWER -ONE ISAMPARL/FAULT BREAKER I —� QE ET tl I Q ZOZ O� Ventilation Fans:Ceiling Mounted,Wall Mounted - A­ -CPMASTERSTANCEHO-HOSE -NINEISAMPOUTLETS I I�.. I -ONE 14191-CPLOURESTANLE PURE IVETER SeR - I Yi` ONE RECESS ®I7m Ceiling JACK Mounted Light Fixtures:ltage /PentlenL -ONE T9825TJMLP PINSTRIPE PURE WIDIVERTER BBS -ONERECESSED TV BOX PLUG F-- ;�/'�°.ouw Is m m m d I S Vim= Recessed,H¢at Lem.Law Voltage TRIM -TWELVE 4-LED WESTINGHOUSE RECESSED CEILING LIGHTS I I REC ROOM o.- I n Wall Mounted Light Fixtures:Flush Mounted, -ONE 11 T4&K-NA RITE-TEMP VALVE W/ONERTER -ONECOMBINATIONSMOKEICARBONMONOADEDETECTOR I I""""•.I,.®'+! Wall Sconce ALLDRN WASTEANDVENTTOBESCHEOULE40PVC.ALL gpcFMFNTBATHROOM ® WATER PIPINGTO BE TYPE L COPPERTUBING WITH LEAD I I G C FREE SOLDER OR PEX TUBING. -TWO 3-WAY SWITCHES AND TWO SINGLE POLE SWITCHES \ 1 j •''-'"d' I Chandeller Light Fixture. ONECLEOWESTINGHOUSE RECESSED CEILING LIGHT I I............. `- HVAC: -ONE VANITY LIGHT OUTLET AND INSTALLATION OF OWNER- - I I 0 Fluorescent Light Fixture -RE USE EXISTING a-TON HVAC SYSTEM IN THEATTIC - I I UTGISITYa I -REPLACE MOST DUCTS AND RELOCATE REGISTERS TO PROVIDED FIXTURE FLOOR -ONE PANASONIC WHISPER QUIET BATH EXHAUST FAN I I �,-,w a hT 240V Recept.de -ZONE THAT UNIT FOR TWO ZONES:MAIN HOUSE AND VENTED TO EXTERIOR L-- © ® . �fT}x FAMILYROOMIMUDROOM -ONE20AMPGFIOUTLET Is H 1-I SUPPLY AND INSTALL HOT ECERCOIL,HOTWATERIL .__._,..- }I 110V Recepla4es•Duplex Weather Prooi,GFCI HYDR AND SYSTEM FORFIR TFLOOR OF THE HOUSE -TWO SINGLE POLE SWITCHES I I _ uo..un u+ ,com.,u•, u BEDROOM I _ HYDROAIR SYSTEM FOR FIRST FLOOR OFTHE.HOUSE -ONE Z'LLEDWESTLIGH USE RECESSED CEILING LIGHTS - I I�n "°"" SWllches:Sint Pole,Weather Proof,3-Way,4-Wa -SUPPLY AND INSTALL ONE ZONE OF FORCED HOT WATER -ONE CLOSET LIGHT. I� n $ $$$ 9e Y -FOUR ISAMP OUTLETS I ————— BASEBOARD HEAT IN THE BASEMENT ONE TV JACK - - I a -DISCONNECT,REMOVE AND DISPOSE OF UNESETS $$ Swilrhes:Dimmer,Timer SERVING SECOND FLOOR HVAC SYSTEM THAT WAS -ONE PHOTOELECTRIC SMOKE DETECTOR L----- -------------------------------- 9FD0.00M ad RUNNING EXPOSEDNEW UN ES BUILDING - , A,—g, I -TNO SINGLE POLE SWITCHES1. 4$ Audin Video:Control Panel,Switch AND-SUPPLYANDINGTA NEW USID EFS CONDENSATE PIPE FOUR 4'LED WESTINGHOUSE RECESSED CEIUNG LIGHTS I m $ANO LOWVOLTAGEWIRING INSIDE OFTHEWALL ONE 2'LED CLOSET UGHT ^®W Speakers:Gelling Mounted,Wall Mounted -OETVJACKUTLUS 200 AMP OVERHEAD SERVICE WITH I. ^' n—v METER MAIN DISCONNECT OUTSIDE -ONE PHOTOELECTRIC SMOKE DETECTORWall Jacks:CATS,CATSa TV,TVICable I ONE 200 AMP ON OUTLN CIRCUIT I a e g Telephone Jack - -ONE SINGLE AMP GFIOUTLETAND ONE 20 AMP OUTLET I - - -ONE SINGLE PoLE SWITCH �---------------------J u I • F. Intercom f ONE EKROOMS LAMPHOLDER I -ONE 200 AMP OVERHEAD SERVICE WITH METER MAIN Q Thermostat DISCONNECTOUTSIDE -ONE SINGLE POLE SWITCH c4 - YLE - Door Chime,Door Bell Button -ONEKE SSLAMPHOLDER ONE I5 AMP GR OUTLET - - REONENEWZDNEOFFHWHEAT rA �PROPOSED BASEMENT ELECTRICAL PLAN REV.DATE: ® Smoke Detectors:Ceiling Mountetl,Wall Mounted! ONE PHOTOELECTRIC SMOKE DETECTOR EXPOSED ON GABLE WALL NOW) - Electrical Break.,Panel E1 SCALE:1/4"=V-0" 8110/2017 - SHEET: r t SPECIAL NOTE: RECOMMEND A WALK-THRU AFTER ROUGH FRAMING IS COMPLETE TO DETERMINE FINAL so LOCATION OF OUTLETS SWITCHES AND LIGHTS WITH OWNERS GENERAL CONTRACTOR REP AND,ELECTRICIAN. 9n sm. PLUMBING:PROVIDE NEW WATER PIPING,DRAINS NOTE HALL BATHROOM . AND VENTS AS REQUIRED,INSULATION OF - UNLESS LISTED IN THE DESCRIPTION -TWO 3-WAY SWITCHES EXPOSED HOT WATER PIPING INCLUDED.'NOTE: ABOVE THERE ARE ADDITIONAL COSTS FOR -THREE 4"LED WESTINGHOUSE RECESSED PLUMBING FIXTURES AS SELECTED BY OWNER THE INSTALLATION OF BOW VENTED FIXTURES, CEILING LIGHTS o KITCHEN FREE STANDING TUBS,LAVATORIES WITH -THREE SINGLE POLE SWITCHES -ONE 5540-NA PROLIFIC U/C LARGE SINGLE SINK EXPOSED TRIM INCLUDING PEDESTALS AND -'ONE VANITY LIGHT OUTLET AND INSTALLATION ;�_J ONE 8801-VS DUOSTRAINER SINK STRAINER CONSOLES,VANITIES WITH SHELVES AND 8OF OWNER-PROVIDED FIXTURE - z q 1 .$ -ONE 77515-VS TOURNANT PRO 1-H PULLOUT DRAWERS BELOW THE SINK,MULTIPLE ONE PANASONIC WHISPER QUIET.BATH m • SPRAY KITCHEN FAUCET SHOWER VALVES,WALL FAUCETS,WALL 'EXHAUST FAN VENTED TO EXTERIOR T o -ONE 1995-VS CONTEMP SOAP/LTN DISPENSER TOILETS,TROUGH DRAINS,HANDHELD -ONE 20 AMP GFI OUTLET f'° m _ -ONE GARBAGE DISPOSAL - SHOWERS,AND SHOWER DIVERTERS. -ONE 20 AMP HOME RUN CIRCUIT { w e t -ONE DISHWASHER CONNECTION ALL DRAIN WASTE AND VENT TO BE SCHEDULE DINING ROOM r? ."" "' "`°""'^ `•" '"^ •`°^° -ONE WATER LINE TO STANDARD REFRIGERATOR 40 PVC.ALL WATER PIPING TO BE TYPE L -THREE SINGLE POLE DIMMERS ICE-MAKER COPPER TUBING WITH LEAD FREE SOLDER OR -SIX 4"LED WESTINGHOUSE RECESSED CEILING pia -ONE GAS CONNECTION TO COOKTOP PEX TUBING. LIGHTS ` zo MASTER BATHROOM HVAC:ONE 400 -ONE CHANDELIER OUTLET AND INSTALLATION FAMILY - 0-0 WHT SAN SOUCI CH 1-PC EB 1.28 -REUSE EXISTING 3-TON HVAC SYSTEM IN THE OF OWNER-PROVIDED FIXTURE - - 1pg m `�' TOUCHLESS TOILET ATTIC m - - -THREE 20 AMP OUTLETS FRONT ENTRY m r SI��CH y \^ - r -TWO 2881.0 WHT VERTICYL UG OVAL LAV -REPLACE MOST DUCTS AND RELOCATE ONE 3-WAY DIMMER iJ .me..., •`"' ng TWO 14410-3-CP PURIST WIDESPREAD LAV REGISTERS TO FLOOR ONE 3-WAY SWITCH - M.. FAUCET W/CROSS HANDLES -ZONE THAT UNIT FOR TWO ZONES:MAIN TWO 15 AMP OUTLETS -ONE VB.A SHROPSHIRE TRADITIONAL TUB WITH HOUSE AND FAMILY ROOM/MUDROOM -TWO 4"LED WESTINGHOUSE RECESSED r POLISHED CHROME AND STD-UNI-PC DRAIN -SUPPLY AND INSTALL HOT WATER COIL,HOT CEILING LIGHTS �—— /, -ONE T97328-4-CP PURIST FREESTANDING BATH WATER PIPING AND ELECTRONICS NECESSARY -ONE SINGLE POLE SWITCH / 1 4 } a FAUCETTRIM TO MAKE A HYDROAIR SYSTEM FOR FIRST" -TWO EXTERIOR WALL LIGHT OUTLETS AND ° m -ONE 97339-NA MULTI FAUCET MOUNTING FLOOR OF THE HOUSE INSTALLATION OF OWNER-PROVIDED FIXTURES / m : -ONE 13689-CP 10'ROUND SHOWER HEAD -SUPPLYAND INSTALL ONE ZONE OF FORCED -ONE WEATHERPROOF GFI OUTLET WITH HEAVY ",mom, •�® j ",w��o- wow.""" """'" -ONE 7394-CP SHOWERARM 6'CEILING MOUNT HOT WATER BASEBOARD HEAT IN THE DUTY COVER -ONE 966-CP PURIST MULTI-FUNCTION BASEMENT -ONE 15 AMP HOME RUN CIRCUIT •-J _ SHOWERHEAD -DISCONNECT,REMOVE AND DISPOSE OF -ONE 15 AMP ARC/FAULT BREAKER ----- -- e J -ONE933-CP PURIST SHOWERARM 8 FLANGE LINESETS SERVING SECOND FLOOR HVAC HALL Q -ONE 10257-A-CP SHIFT HANDSHOWER - SYSTEM THAT WAS RUNNING EXPOSED -ONE 3-WAY DIMMER - t m ONE 8593-CP MASTERSHOWER 72 HOSE OUTSIDE THE BUILDING ONE 3-WAY SWITCH j ° - - -ONE 8524-CP BASIC SHOWER SLIDE BAR -SUPPLY AND INSTALL NEW LINESETS -ONE 4-WAY SWITCH - -ONE 974-CP STILLNESS SLIDE BAR TRIM CONDENSATE PIPE AND LOW VOLTAGE WIRING -THREE 4"LED WESTINGHOUSE RECESSED / `t^�,f�r- f a^�>MUDROOM 9 ONE 99695 STILLNESS SUPPLY ELBOW INSIDE OF THE WALL CEILING LIGHTS U Q -ONE 99694-NA DTV+SYSTEM CONTROLLER -ONE 15 AMP OUTLET (\/ 0 J ONE 99694-CP DN+INTERFACE MOUNTING DETECTOR COMBINATION SMOKE/CARBON MONOXIDE �, J BRACKET ONE 99693-NA DIV+DIGITAL INTERFACE ELECTRICAL- ^ m W MASTER BEDROOM -ONE 557-K7-NA ON+DIGITAL 3 PORT SIDE ENTRY/HOME RUN -ONE 15 AMP HOME RUN CIRCUIT - f — w •'°°€�• °^' •.�«,.-, O O THERMOSTATIC VALVE ONE 15 AMP HOME RUN CIRCUIT -ONE 15 AMP ARC/FAULT BREAKER _ __ ._ <@ r LLJ�O HALL BATHROOM ONE 15 AMP ARCIFAULT BREAKER -FIVE 15 AMP OUTLETS t I - ———— __ O J -ONE 3797-0 WHT REVE 1PC TOILET S-TRAP -TWO 15 AMP OUTLETS -ONE TV JACK _ OM,.,•, " y U) 0 ONE 5152-8-0 REVE 23 PEDESTAL LAVATORY ONE SINGLE POLE DIMMER ONE RECESSED TV BOX AND PLUG .9° �• i ""°• °- -ONE 14760-4-CP STANCE SC LAV FAUCET -FIVE 4"LED WESTINGHOUSE RECESSED CEILING -TWO SINGLE POLE SWITCHES ©{ 10 -ONE 10257-A-CP SHIFT HANDSHOWER LIGHTS -TWO TLED CLOSET LIGHTS KITCfl EN ° ���. ;`�'-,e• "'°" '•'° F ONE 9514-CP MASTERSHOWER 60"HOSE -ONE SINGLE POLE SWITCH ONE 3-WAY DIMMER ONE 14791-CP LOURE STANCE HANDSHOWER TWO EXTERIOR WALL LIGHT OUTLETS AND ONE 3-WAY SWITCH '�••^^^`� °per n. HOLDER INSTALLATION OF OWNER-PROVIDED FIXTURES -i--- -FOUR 4"LED WESTINGHOUSE RECESSED m Bggr,1 -ONE T14777-4-CP STANCE RITE-TEMP SHOWER -ONE WEATHERPROOF GFI OUTLET WITH HEAVY CEILING LIGHTS ; O Q RAILIN TRIM DUTY COVER t "-,+• _____ __.� ,-ONE CF11.ING FAN OUTLET,ASSEMDLY AND _� °•i© § ONE 11748-K-NA RITE-TEMP VALVE W/DIV FAMILY ROOM INSTALLATION OF OWNER-PROVIDED FIXTURE O • .Ol ° -EIGHT 15 AMP OUTLETS -ONE FAN CONTROL WIRING ' ° wl� }�. n�°•'� ° Z -ONE 3-WAY DIMMER -ONE STACKED WASHER DRYER OUTLET .,w..ee:.r,eu:w•e:rre ,,..r. -ONE PHOTOELECTRIC SMOKE DETECTOR � -ONE 3-WAY SWITCH JELECTRICAL-DATA-AUDIO LEGEND -EIGHT 4"LED WESTINGHOUSE RECESSED CEILING LIGHTS MASTER BATHROOM t ~j D1 p ° �• ° m uuxpar t05b o t4 SYMBOLDESCRIPTION ONE TV JACK -FOUR SINGLE POLE SWITCHES ^ 1p„5a ( o -ONE RECESSED N BOX AND PLUG - -FOUR VANITY LIGHT OUTLETS AND m °•`� f I0 z N ONE PHOTOELECTRIC SMOKE DETECTOR INSTALLATION OF OWNER-PROVIDED FIXTURES ,mro k,. -.r 1(j "..= f , �' - �..^�+^^,•, l .7 O z uing Fan -THREE 4"LED WESTINGHOUSE RECESSED o m ONE 15 AMP GFI OUTLET CEILING LIGHTSa20Z -ONE 15AMPOUTLET -ONE PANASONIC WHISPER QUIET BATH DIDIING � mmtat o�Fanr ce1 ng Mounted,wan Mounted EXHAUST FAN VENTED TO EXTERIOR VV _ X-ONE SINGLE POLE DIMMER mng Mounted light Fl•turee.Surlaeamendant -ONE CEILING FAN OUTLET,ASSEMBLYAND .ONE 20 AMP HOME RUN CIRCUIT y� MASTE ®TH �� Y Recessed,Heat Lam,Low volla e INSTALLATION OF OWNER-PROVIDED FIXTURE -ONE 20 AMP GFI OUTLET 106® Wall Mounted Light Flwtures:Flush Mounted, -WIRING FOR OWNER-PROVIDED FAN CONTROL -ONE 20 AMP OUTLET,LOAD OFF GFI Well Sconce -FOUR 4"LED WESTINGHOUSE RECESSED -ONE WIRING FOR SHOWER CONTROLS ,. CL. Chandelier Light Fixwra CEILING LIGHTS FIRST FLOOR ,UFSTBEDROOM "a.• w. < *N° KITCHEN 101a a 2 MA E _ - ... -ONE 15 AMP HOME RUN CIRCUIT ___ _.,e°n..,,„. .,°o' O Flu,m,,ent Light Fixture TWO 20 AMP HOME RUN Cl RCUITS ONE I5 AMP ARC/FAULT BREAKER w " ° : TWO 20 AMP ARC/FAULT BREAKERS -FIVE I5AMP OUTLETS 240V Receptacle TWO 20 AMP GFI OUTLETS ONE TV JACK •` .... -� s TWO SILL PLUGS -ONE SINGLE POLE DIMMER _ LW cL m 110V Recepmcles.Duplex,Weather Proof.GFCI -ONE 20 AMP ISLAND OUTLET - -FOUR 4"LED WESTINGHOUSE RECESSED w t- ° CFI -FOUR 20 AMP OUTLETS CEILING LIGHTS Swlrltes:S ogle Pole.Weather Proof,&Way,4Way - NEW LOCATION OF ELECTRIC METER ONE GAS COOKTOP OUTLET -ONE WALL OVEN WIRING' ONE CEILING FAN OUTLET,ASSEMBLY AND < ® o g g swlcnes:Olmmer,Timer -ONE RANGE HOOD FAN WIRING INSTALLATION OF OWNER-PROVIDED FIXTURE -ONE FAN CONTROL WIRING - ------ ` Audio Video:Control Panel,Swtch -ONE MICROWAVE CIRCUIT e -ONE PHOTOELECTRIC SMOKE DETECTOR -ONE WARMING DRAWER - ATTIC MOT SHOWN ON PLAN o" ® Speakers:Gelling Mounted,Well Mounted • -ONE REFRIGERATOR CIRCUIT -ONE SINGLE POLE SWITCH 2 , -ONE ARC/FAULTAND GFI CIRCUIT AND WIRING -TWO KEYLESS LAMPHOLDERS Q` Wall Jacks:CATS,CAT5+TV,WICable , OF DISHWASHER -REWIRE LINE VOLTAGE AND LOW VOLTAGE FOR a ONE 15 AMP HOME RUN CIRCUIT - HVAC IN ATTIC(BURYING THE LINESETS THAT l............. g relephoneJaok -ONE IS AMP3-WAY DIMMER ' ARE -ONE 3-WAV DIMMER PROPOSED FIRST FLOOR ELECTRICAL PLAN ' - $ Intercom -ONE GARBAGE EG SCALE:1/4,t=1'-0�� - -ONE GARBAGE DISPOSAL _ Q thermostat -ELEVEN 4"LED WESTINGHOUSE RECESSED CEI REV.DATE: { LING LIGHTS a Door Chlme,Door Ben Button -FOUR PENDANT LIGHT OUTLETS AND ®.a. Smoke.0atectora:Ceiling Mounted)Well Mount.d _ INSTALLATION INOWNER-PROVIDEDAOVISLAND FIXTURES: - 8/10/2017 TWO EACH AT SINK AND OVER ISLAND Beddrnl Breaker Panel -THREE SINGLE POLE DIMMERS ' -FIVE NSL LED 12"UNDERCABINET LIGHTS SHEET: A18 N/F JAMES E. LENS / Y CERTIFICATE #136719 / r-- -- -- - -- - PARCEL 324-012 p F� N 78'18'05" E Goon - - - - - - - - - - �a _ 82.32' DEED F 82.29 CALC. LOcus BAXTER NYE -�J ENGINEERING & EXISTING SURVEYING CONCRETE PAD Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Locus Map Scale 1 91=200011 Hyannis, Massachusetts 02601 a N Phone — (508) 771—7502 a o Fax — (508) 771—7622 N/F CORINNE F. TOBIN GENERAL NOTES: www.boxter—nye.com CERTIFICATE #176489 PARCEL 324-011 1. THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED SITE CONDITIONS AT 138 GOSNOLD STREET LOCUS AREA IS COMPRISED OF. N/F ESTATE OF ELAINE THOMPSON CERTIFICATE #171072 2. PER CURRENT ASSESSORS RECORDS: PARCEL 306-208 OWNER: KURT R. & LINDA S. HULTEEN POLE CERTIFICATE OF TITLE 212661 0 RECORD PLAN: LAND COURT PLAN 17595-E LOT 4 ASSESSOR'S MAP 324 PARCEL 009 STAMP STAMP 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN PROPOSED FOUNDATION 4. ZONING INFORMATION: �' 4tn, v �si'Ai�IE Yr i ZONING DISTRICT : RB CURRENT MINIMUM ZONING REQUIREMENTS: a tAI.,A-?Ed MIN. LOT AREA = 43,560 SF A� 4bb-37 SURV MARK MIN. LOT FRONTAGE = 20' " EL.=17 NAIL MIN. LOT WIDTH = 100' 26 (NA W8) 8 I Z -�'�. .r•r� � 13 3't FRONT YARD = 20' SIDE & REAR YARD = 10' / 10' Iki EXIS77N GARAGE — — — — — — — — — — 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY C 0 N S U L T A N T IBE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS PROPOSED ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH PORCH w SHALL BE PE&FOR ERVEYI Y OTHERS AND SUPPLIED TO BAXTER NYE ENG�- o p 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE Io RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES/ SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY 0 PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON FEBRUARY 15, 2017. 3 I / 7. COMMUNITY PANEL NUMBER: 250001 0568 J, EFFECTIVE DATE 07/16/14 CONSULTANT to I THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UN-SHADED) co c I 8. ENVIRONMENTAL INFORMATION: I18.0' PER MASS GIS OLIVER AS OF 02/23/1 T � ,�O�� p Z / ELDNG SITE DOES NOT APPEAR TO BE WITHIN AN A C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). qpo R0q D RoM'PokiM e1-2�10 I LING #138 ' a SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS N MAPPED ON MASS CIS OLIVER PER NHESP "ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH PREPARED FOR : HOC I 20'4�_ THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' gnoN � � Kurt Hulteen I ' AC • SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS CIS OLIVER 0 PER NHESP "CERTIFIED VERNAL POOLS.' 20111 Constitution Drive • SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS CIS OLIVER PER Eagle River, Alaska o NHESP PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS O Y ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). I �� O0 SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE II GROUNDWATER RECHARGE Z I Gn PROTECTION AREA. SITE DOES NOT APPEAR TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY YI > O � (BARNSTABLE B.O.H. REG. 360-45). o I O PROJECT TITLE cn N/F JOSEPH & PAULA SEMINARA 9. UTILITY INFORMATION SHOWN HEREIN: CERTIFICATE #111970 PARCEL 324-010 THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE I I THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF 138 G os n o ld Street O CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN O IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN Hyannis, MA ( I cn RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO I BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR c� = POSSIBLE REDESIGN. o O SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO I I ^'- DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. I WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT CD PARCEL 324-009 0 EXCAVATION MAY BE NECESSARY. II 15,345f S.F. N EXISTING SEWER INFORMATION OBTAINED FROM SEWER INSTALLATION SKETCH OBTAINED FOR 138 GOSNOLD STREET. II _ TOWN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH J6120. I O O I3 GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID MAPPING, AND FIELD LOCATED GATE & METER. ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM G 90.00' GpO� UTILITY POLE 14 ON 2/15/17. / S 79 7'55" W w POST & RAIL FENCE NO BY DATE DE RIP/ 0 SC TION SHEET TITLE E40 0 BENCI-IMgR Building Permit Plan GAS GA K RIM EL._15.S� Nq VD88 = N LDSTREET SHEET NO BP1 wO S - S I D A T E : AUGUST 21, 2017 10 0 10 20 UP-13 EOP UP 14 — _O�- 0HW - 0HV— 0HVim— 0HW OHVim- OHVim— 0HW-- OHW- 0HW OHW - 0H OHW - OHW 0 SCALE IN FEET SCALE : 1"=10' DRAWN BY : DF CHECKED BY: SMM JOB NO : 2017-008 F I L E : 2017-008 EC.dw