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HomeMy WebLinkAbout0039 BANCROFT CIRCLE w -------------------- ---- ---- ----------- UPC 12543 % Now w4CnNGS UN BUILDING DEPT. April 3, 2020 APR 6 2020 N Mr. Brian Florence � TOWN OF BARNSTABLE M C K N Z I E Building Commissioner ENGINEERING Town of Barnstable _CONSULTANTS 200 Main Street svuttural•civil•enaironmemal Hyannis MA 02601 RE: Framing Observation, Hill Residence, 39 Bancroft Cr. W. Barnstable � rev " Dear Mr. Florence, r McKenzie Engineering Consultants, Inc. was retained by Dan Speakman to complete r f, structural analysis and design for the re-built house for the Hill Residence located at 39 r Bancroft Circle in West Barnstable. We stamped plans and details with framing and checklist wind requirements. P� Jc We completed a site visit to observe the completed frame in December 2019. We also reviewed items identified by the building department, specifically the offset posts on the 00 sonotubes for the exterior decks. We determined that the footings are off set but have enough bearing with the Simpson post based to be adequate. We also reviewed sheathing nailing during a previous site visit and found no issues with nail spacing or nail depth. To the best of my knowledge and belief,based on limited observation,the observed construction generallymeets the requirements set forth in the permitted plans and specification Since he observations were not performed on a full time basis,there .Pe%"�;` `f r I: may be non-compliant items that were not readily observable and cannot be attested. If there are any questions on this matter,feel free to contact me a time Sincerely, ` r; r ENME CIVIC. rk A. McKenzie,P.E. Pres., McKenzie Engineering Consultants, Inc. cc. Dan Speakman P.O. Box 1879 44 Underpass Rd•Unit 2 Brewster,MA02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com i Anderson 781-857-1000 Fax 781-857-1054 Inc. Insulation, www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED Underside of Roof R-38 Icynene Classic Plus Open Cell Spray Foam -9.5in EXT.Walls 2x6 4 Mil Polyethelene Vapor Barrier EXT.Walls 2x6 R-20 5 1/2 X 15 Unfaced Fiberglass Batts HD Gable End Walls R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Basement Walls R-21 Icynene Pro Seal LE Closed Cell Foam 31n Wall Betw Fin/Unfin Areas R-15 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Basement Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Basement Blockers&Runners R-20 Icynene Classic Plus Open Cell Spray Foam Nominal 5in Basement Blockers&Runners DC 315 Sprayed on Thermal Barrier 20 Mils Wet Wall Betw Fin/Unfin Areas Tyvek House Wrap 9x100 Wall Betw Fn/Unfin Areas R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Underside of Roof DC-315 Thermal Barrier Paint Over Open Cell Foam Gable End Wall DC-315 Thermal Barrier Paint Over Open Cell Foam Customer: Speakman Construction Job Number: 607531 Job Address 39 Bancroft Circle-West Barnstable(Off Plans) O Date Completed: 11-21-2019 Ad alav P%C.C,i rUW Installer Signature TOXIN OF BARNSTABLE 7019 MAY 21 AN 9. 14 DIVISION .00 o 0 (Q ' �r�L ���1� •rX y. �/'y �o!V O DAM A. SPEAKMAN I No.39402 o ir - Gv 2- Fs e--ZSdo/1v59 — rL E B E S T O F M y TO TH �% /rl/Fo12MAT/O.IV /�NOWLElDGE AS PsU/LT PG- OT PL,-9 /V T10A) DATE _LEI �ZO ZO/9 S C A Lc PREPAR—ED FOR: SHOWN! O.A/ 7-H./S PLAN HAS �i9ULJ4 /G` Ag BEEN LOCgTED ON THE GROUND AS lNDICATE,D. DPAJ A. SPEPKMPAJ C O/vSTR UCT/OAJ LAND SURVEYING F T/TLE Y ENGI@G. D/V/S/OA! DATE. /5 SPA WAY, No. HARWIC'N, MA. '02645 . EG. LAN vEYOR SPEAK WAY, � TEL.E. Soe�432-5565 " F Town of Barnstable Building BARj1Jy['ARI� Post This Ca rdSo That itis Visiblefrom.the Street-•Appr.`ovedMPlans-Mustbe Retained on:•Job and:th�ssCaid Must b`eKept, - 'Adm.Posted�Until Final.Ins ect�onHas�Been Made" F - � � � • Permit - � Where,a Certificate of Oceupancyis;Req;uired,such Btiildmg shall Not lie Occupied until`a Final.Inspeetion�ha`s'been made. . Permit'NO '1348-837 Applicant Name: DAN A SPEAKMAN Approvals Date Issued 04/09/2018 Current�Use: Structure Permit Type Building Addition/Alteration-Residential Expiration Date: `10/09/2018 o F undation: Location: 39 BANCROFT CIRCLE,WEST BARNSTABLE Map/Lot:- 216-002-001 Zoning District: _ RF Sheathing: Owner on Record: SUNDELIN,VARMA T E n YGo"tractoro.dtH DAN A SPEAKMAN Framing: 1 Address; 39 BANCROFT CIRCLEr � Contractor license;. 120040 " w a tr 2 WEST BARNSTABLE, MA 02668EstoJect Cost: $430,000.00 Chimney: Des iption: Gut basement and Main Floor level, new,interior partition;relocate. PermitFee: $2 243.00 stairs,creat cathedral vaulted ceilings on mainfloor house has �' Insulation: reetP�aid $2,243.00 wooden foundation w/8„styrofoam insul around�total ouside g� :" Final: perimiter w/P.T. plywood exposed to earth.Willll excavatearound Date 4/9/2018 perimeter and add cement over PT plywood,seal ande backll � .— Plumbing/Gas r&r sidewall, roof&ext trim —decks per plan ............. Rough Plumbing: Project Review Req: Bedroom windows) must meet egress regwrements Building Official Final Plumbing: �. Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzed%) this permit is commenced within six months�afte6issuance. g . All work authorized by this permit shall conform to the approved appkatiomand the approved construction documentsfor which,this permit has been granted.. i as Final Gas: All construction;alterations and changes of use of any building and stru c�tu�res sha11 bye in compliance with the local zog nihws7and and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open foKpublic inspection for the entire duration bf the work until the completion of the same. r �� - � Electrical Service: The Certificate of Occupancy will not be.issued until all applicable signatures by the Build ng an ,pro videal ftthis permit. Minimum of Five Call inspections Required for All Construction Work: `' #J` Rough: 1.Foundation or Footing 2.Sheathing Inspection ..Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4:Wiring&Plumbing lnspectrdnsto.be completed priorto Frame,Inspection 1 Low Voltage Rough: 5.Prior.to Covering Structural.Members(Frame Inspection) 6.Insulation Low Voltage Final 7.Final Inspection before Occupancy 1 Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations., Work shall not proceed until the Inspector has approved the'various stages of construction. Final: "Persons contracting with unregistered contractors do.not'have access to the guaranty.'fund" (as set forth in MGL c.142A). Fire Department :.:. Final: $.—sic.. Building plans are to be available on.site. i l:' : � All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1HE Application Number...—.. ,...... ........................ . ;.Q.6..0therFee........................ MASS. Permit Fee.....�`.. ........ - . 05 1J/tD/VG TotalFee Paid................)ql*,****......... ....................... Z018 TOWN OF BARNSTABLE Permit Approval ... W .................On.. by N T Map nBULDNG PERM * . .........PUML....v .......0c ... ... APPLICATION 7 Section I — owner's information and Project Location Project Address fj?9A .�'rQ=01 --Village 0Arites- Owners Name PA 0 La+ Owners Legal Address 40 /0 c/ City A) . Y, State Y- Zip/too 05 Owners Cell#--(e E-mail ZtTjt6) AlPQ a,494f(- - �1`61 Section 2-Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ ercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 -Type of Permit ❑ New Construction E] Move/Relocate [:] Accessory Structure [] Change of use 0 Demo/(entire structure) ❑ Finish Basement El Family/Amnesty El Fire Alarm. Rebuild ❑ Deck Apartment ❑ Sprinkler System "'4 ❑ A on ❑ Retaining wall E] Solar Renovation 11 Pool El Insulation Other-Specify Section 4 -Work Description aU T go.Is(t l!!�Z&A-3 7- Vo u . 0e.)I-, Ke-<)& 10a iZ r!L"ta 21ER ee-1 10,7-, -08L-2r6—,A=4 e- arX CAM 5 n A� Dc 3 A,1n 4��,feiLf�� 44,A,4 PC e 9ZI ez 7Z -S T-R.qt L Application Number.......,........ .................................... Section 5—Detail Cost of Proposed Construction ��13 DOOb Square Footage of Project Z 500 S.; Age of Structure l g Dig Safe Number # Of Bedrooms Existing 2 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ring ❑ Oil Tank Storage [Smoke Detectors D'Kumbing [ Gas ❑ Fire Suppression Lg Heating System ❑ Masonry Chimney Add/relocate bedroom Water Supply ❑ Public 0-Private Sewage Disposal ❑ Municipal. Site Historic District ❑ Hyannis Historic District 2151-d Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes �No Section 7—Flood Zone Flood Zone,Designation Within or adjacent to a wetland, coastal bank? Yes ONo ❑ Section 8—Zoning Information c Zoning District Proposed Use RE S Lot Area Sq.Ft �� Total Frontage' centage of Lot Coverage o #of Dwelling Units (on site) Setbacks Front Yard Required Proposed. Rear Yard Required !g Proposed �'t Side Yard Required /'b Proposed Has this roe had relief from the Zoning Board in the past? ❑ Yes No property�Y IIIIIg Last Zmdated 2J9/201 S Application Number............................................ Section 9—.Construction Supervisor Name A10 A S �� Telephone Number Address /6 S1_SaC/.ud� City A//A Zco� State Zip OZ&+'6 LicenseNumberC'S !? G (e License Type VAC_ Expiration Date C///CZ//$ Contractors Email Aq&r Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State.Building Code. I understand the construction inspection procedures,specific inspections and docum 780 CMR own of Bamstable.Attach�copyof your license. Signature Date � /S�/ Section-10—Home Improvement Contractor NameDM WA Telephone Number • 77`7l v.`��- �� Address l C4:r s City ,0A1.4 lCjt State Zip Registration Number f?OO Y6 Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CUR the Massachusetts State Building Code. I understand the constriction inspection procedures,specific inspections and documentati re y 780 Town ofBamstable.Attach a copy of your EUC... Signature Date S�� /E Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable. Signature Date APPLICANT SIGNATURE Signature Date 3 , Print Name2)qA3 �'�,� � Telephone Number E-mail permit to: ._ .... j ..... .. ... ........... Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ IFistoric District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approvaC Section 13—Owner's Authorization as Owner of the-subject property hereby authorize DIA 1 4�„ S;p C Al to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name a 1 I Last vadate 2/9/2018 Section 12 —Department Nign-urts Health Department ® Zoning Board Of required Historic District ❑ Site Plan Review(if required) ❑ Fire Department. ❑ Conservation ❑ For commercid work please take your plans directly to the fore department for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize A) S'p �,� to.act on my behalf,in all matters relative to work authorized by this building permit application for: (Address of J ob) 3/22/2018 S1�.ature of Owner date Jitendra Pai Print Name Paula Hill I Last undated:2/92018 REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family ��lo Project Type: New Construction Conditioned Floor Area: 2,560 ft2 Glazing Area 15% TOv`j �9 Climate Zone: 5 (6137 HDD) OP Oeze Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 39 Bancroft Circle Speakman Construction West Barnstable, MA Compliance: 8.4%Better Than Code Maximum UA: 477 Your UA: 437 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 ross Ai -Cavity Cont Assembi or .4 Perimeter Attic Roof:Cathedral Ceiling 1,404 38.0 0.0 0.027 38 .Above Grade:Wood Frame, 16"D.C. 1,636 0.0 24.0 0.035 57 Above Grade:Wood Frame, 16"o.e. 1,636 15.0 0.0 0.077 95 Window 1:Wood Frame:Double Pane with Low-E 242 0.300 73 Door 1:Solid 32 0.400 13 Door 2: Glass 126 0.300 38 Basement Wall 1: Wood Frame 1,104 0.0 24.0 0.031 34 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 9.0' Basement Wall 2:Wood Frame 1,104 15.0 0.0 0.055 54 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 9.0' Window 2: Wood Frame:Double Pane with Low-E 72 0.300 22 Door 3:Glass 42 0.300 13 Project Title: Report date: 03/15/18 Data filename: Untitled.rck ' Page'1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Anderson Insulation Ad-anvt LCCLrLUi1 03/15/2018 Name-Title Signature Date Project Title: Report date:1 p e. 03/15/18 Data filename: Untitled.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, ;Construction drawings and I❑Complies 103.2 documentation demonstrate '❑Does Not [PRlil ;energy code compliance for the gj ;building envelope.Thermal ❑Not Observable envelope represented on I❑Not Applicable ; ;construction documents. ,l 103.1, ;Construction drawings and f •, I❑Complies 103.2, ;documentation demonstrate e - ❑Does Not 403.7 :energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems f-- jj :Systems serving multiple i x _ ❑Not Applicable ;dwelling units must demonstrate �- :compliance with the IECC . Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 I sized per ACCA Manual S based 1 Btu/hr Btu/hr ;❑Does Not [PR2J2 ;on loads calculated per Cooling: Cooling: ;Manual J or other methods Btu/hr Btu/hr ❑Not Observable ;approved by the code official. ;❑Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1 :Conditioned basement wall R- R- ;❑Complies '.See the Envelope Assemblies [1704]1 insulation R-value.Where interior! R R_ :❑Does Not ;table for values. J ;insulation is used,verification — may need to occur during ;❑Not Observable Insulation Inspection. Not ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. 303.2 ;Conditioned basement wall 'f❑Complies [F0511 ;insulation installed per i❑Does Not V ;manufacturer's instructions. ❑Not Observable p IONot Applicable 402.2.9 !Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F0611 ;insulation depth of burial or ;❑Does Not ;table for values. J ;distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 !A protective covering is installed S❑Complies [FO11]2 to protect exposed exterior JE3Does Not insulation and extends a `; ❑Not Observable minimum of 6 in. below grade. �- - •- �•�� - - ❑Not Applicable 403.9 ;snow-and ice-melting system f� ❑Complies [FO12]2 ;controls installed. ❑Does Not J r "`= '"$❑Not Observable ,_J❑Not Applicable Additional Comments/Assumptions: 11 High.Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 4 of10 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1. ;Door U-factor. U- U ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. (FRI]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ; 402.3.6, ;❑Not Observable ' 402.5 j❑Not Applicable [FR2]1 i 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ) ❑Does Not J ;with the NFRC test procedure or ;taken from the default table. j I❑Not Observable ; o❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier i❑Complies , [FR23]1 :installed per manufacturer's ,❑Does Not instructions. e J❑Not Observable i❑Not Applicable 402.4.3 ;Fenestration that is not site built _ - ❑Complies ' [FR20]1 :is listed and labeled as meeting F -- ❑Does Not ;AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC - _ []Not Observable .400 that do not exceed code It ❑Not Applicable limits. ] ' 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate_<2.0 cfm leakage at 75 Pa. " " []Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics i ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where< 3 inches. Supply and - - []Not Observable ; return ducts in other portions of r - - ❑Not Applicable ;the building insulated >= R-6 for _ :diameter>= 3 inches and R-4.2 t :for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3ducts or plenums. - _ ❑Does Not J g _ 1[]Not Observable 6 '11INot Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies (FR17]2 :above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;.Protection of insulation on HVAC - b❑Complies [FR24]1 piping. ❑Does Not J ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 1>_R-3. ;❑Does Not �9 ; :(:]Not Observable ; :,[]Not Applicable 403'6 ;Automatic or gravity dampers are ❑Complies ; [FR19]2 :installed on all outdoor air ❑Does Not intakes and exhausts. I❑Not Observable ; J❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 6 of10 i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 ;All installed insulation is labeled �.- + a. '. ❑Complies [IN13]2 :or the installed R-values +i F h* •' ❑Do es Not provided. t �� + �.. „ , Y ';' []Noes 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'/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ❑ mass ;❑ [IN3]1 ;exterior,the exterior insulation Mass ;❑Not Observable J requirement applies(FR10). ;❑ Steel I❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per =. ❑Complies [IN4]1 manufacturer's instructions. Z - ❑Does Not • ❑Not Observable T .❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 7 of10 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 ' 402.2.E ; ❑ ;❑ Steel ;❑Not Observable [FI1]1 ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per _ ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft'. ❑Not Observable 1 ❑Not Applicable , 402.2.3 :Vented attics with air permeable i I❑Complies (FI22]2 ;insulation include baffle adjacent I❑Does Not ;to soffit and eave vents that extends over insulation. 10Not Observable i ]❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= I❑Complies [FI17]1 ach in Climate Zones 1-2,and j❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 I❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ;tests, verification may need to ;❑Not Applicable ,occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ;❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated v- _ - ❑Complies [FI24]1 :by manufacturer at<=2%of []Does Not design air flow. ❑Not Observable i 4' []Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 :installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed 10complies [FI10]2 :on heat pumps. ❑Does Not ❑Not Observable I❑Not Applicable 403.5.1 i Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable J❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low'impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .1D 1 403.6.1 ;All mechanical ventilation system 10Complies (FI25]2 fans not part of tested and listed i❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ; 10Not Applicable 403.2 :Hot water boilers supplying heat ❑Complies ; [FI26]2 :through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor I❑Not Applicable i temperature. I 403.5.1.1 ;Heated water circulation systems ;❑Complies [FI28]2 ;have a circulation pump.The i I❑Does Not system return pipe is a dedicated { return pipe or a cold water supply; '❑Not Observable ; pipe. Gravity and thermos- I❑Not Applicable syphon circulation systems are ' t not present.Controls for I circulating hot water system ; pumps start the pump with signal for hot water demand within the I :occupancy. Controls automatically turn off the pump ;when water is in circulation loop ;is at set-point temperature and ` no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems 10Complies [FI29]2 comply with IEEE 515.1 or UL ' - - ;❑Does Not ;515. Controls automatically - — ; ;adjust the energy input to the J❑Not Observable ' heat tracing to maintain the `❑Not Applicable ;desired water temperature in the , ;piping. 403.5.2 ;Water distribution systems that ❑Complies [F130]2 ;have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated __ '❑Not Observable :water source through a cold ❑Not Applicable water supply pipe have a ,demand recirculation water :system. Pumps have controls y - that manage operation of the # r pump and limit the temperature ' 4 of the water entering the cold , ;water piping to 1044F. 1 403.5.4 ;Drain water heat recovery units ODoes Complies [FI31]2 tested in accordance with CSA Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable :individual units connected to one _ or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for individual units connected to three or more showers. ] 404.1 ;75%of lamps in permanent ❑Complies (F16]1 fixtures or 75%of permanent 111Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; lighting. ❑Not Applicable 0lies (F12311 i no continuous nuou gas t OComp s pilot lighing t have ❑Do sNot I ❑Not Observable I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re ID 401.3 Compliance certificate posted. P ; >: ', ❑Complies [FI7]2 e y;❑Does Not ❑Not Observable t x + r ra `'.h .W`y,..•:? ❑NOt Applicable 303.3 Manufacturer manuals for - 'r = ti ❑Complies ; [17118]3 mechanical and water heating ❑Does Not systems have been provided. y `�• ' ❑Not Observable ; T _ ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 03/15/18 Data filename: Untitled.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.00 Below-Grade Wall 24.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&boor Rating Window 0.30 Door 0.30 CoolingHeating Heating System: Cooling System: Water Heater: Name: Date: Comments 4 Massachusetts Department of Public safety Board of Building'Rfrgulations aril Standards License: CS-037636 Construction Supervisor , DAN A SPEAKMAN s 15 SPEAK WAY .�q HARWICH MA 02645 Expiration: Commissioner 04/2212018 r- r Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Individual before the expiration date. If found return to: "'�` Office of Consumer Affairs and Business Regulation Registratiort=zi Expiration — ---- - 10 Park Plaza-Suite 5170 t 120040 ,010/08/2019 Boston,MA 02116 DAN A SPEAKM Ng 1. DAN SPEAKMAN� U� n•'� z- 15 SPEAK WAY, — �'; CG` NO HARWICH, MA,'1 23§45 Undersecretary Not valid out signature The Commonwealth of Massachusetts Paint Form- Department of Industrial Accidents s` Office of Investigations I Congress Street, Suite 100 __ = Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leg><bly Name (Business/Organization/Individual):DAIII A SM� hl��J3?Cj�i r/O� Address: /S �Sp� Gi,4 y City/State/Zip: ?'wGCb>' Phone#: $9 Are you an employer?Check the appropriate b . l.❑ I am a employer with 4. .Lam a general contract7and Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. emodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.$ 9. 08uilding addition required.] 5. 0 We are a corporation and its 10.electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1. . Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 u 'g[�tl insurance required.] t c. 152, §1(4),and we have no oof repairs employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 4J Isp c„ Policy#or Self-ins. Lic.#(ICC—!Soo ^00 25G 0/ Ex piration Date: L�j p 4w Job Site Address: O C�l� C�" City/State/Zip:.e&6 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby WrIDIVnikr the pains and np ties o er'ury that the information provided above is true and correct. Sijznature: _ Date: Phone#: 77Y f33G - C_85 9 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): —77 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: DAN A. SPEAKMAN Construction t5 SPEAK WAY NORTH HARWICH, MASSACHUSETTS 02645 Phone: (508) 432-5565 Fax: (508) 432-5099 SUBCONTRACTOR WORKERS COMP. POLICY NUMBER 11 Cape Foundations, Inc. WWC3130711 Anderson Insulation Co. Inc. WRZ80080021702015A Bradle Whitehouse UB-0478N753-15 Cape Cod Concrete Pumping Inc. 91056009015 -_Craig Borden TWC3497187 C lonial Floors 76WBGTY5438 Cl ude Dai le WCC50050112102015A abricio De Carvalho 6HUB-9995M35-9-14 Few LLC Bill Franz UB-4261P618-15 G ry Sylvester Building Movers Inc. VWC10060159252015A Gino Campobello WC2-31S-601916-025 J�tnneth T. Jackson WCC-500-5013745-2015A Kevin Legge 6S62UB4789P71415 Mid Cape Garage Door Inc. WC-20-20-005307-01 Miller Starbuck Cons. Services, Inc. W220915 erhead Door Co. of SEMA J�9277958364004- S' ons Electric UB9204CO24 S eakman Excavating WCC5008850012014 Justin Jenkins WCC50050131202014A Speakman Landscaping 76WE6DF4141 GL00000034621 U I! : Harleysville Insurance Company Nationwide- 355 Maple Avenue is on your side Harleysville,PA 19438-2297 Insur d: Dan A Speakman DBA Policy Number:GL00000034621 U Agent: HUB INTERNATIONAL NEW ENGLAND LLC Policy Period: 10/05/2017 to 10/05/2018 RENEWAL COMMERCIAL LINES. COMMON POLICY DECLARATIONS N riled Insured and Mailing Address: Agent: Da A Speakman DBA Sp akman Construction HUB INTERNATIONAL NEW ENGLAND LLC 299 BALLARDVALE STREET 15 peak Way WILMINGTON, MA 01887 Ha lch, MA 02645-2324 Agency Code: 750099 Phone Number: (978)657-5100 Policy Period: 10/05/2017 to 10/05/2018 at 12:01 A.M.Standard Time at your mailing address shown above. Business Description: Form of Business: Cor struction INDIVIDUAL IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. IF YOU REQUEST CA CELLATION OF THIS POLICY, THE COMPANY WILL RETAIN A MINIMUM PREMIUM OF$ 500 TH S POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS FOR WHICH A PREMIUM IS IN ICATED. THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. ,-Co erage Part Commercial Property Coverage Part Premium Cot nmercial General Liability Coverage Part Crime and Fidelity Policy Coverage Part Cor imercial Inland Marine Coverage Part Cor imercial Auto Coverage Part Co mercial Liability Umbrella Policy Fees and Surcharge—See Schedule GU-7015 ( Applicable)If I $ FO M(S)AND ENDORSEMENT(S) MADE A PART OF THIS POLICY: Total $ SEE SCHEDULES GU-7004 and GU-7009 , Natio wide,the Nationwide N and Eagle,and Nationwide is on your side are service marks of Nationwide Mutual Insurance company.©2016 Nationwide GU- 000(Ed.4-16) Includes copyrighted material of Insurance Services Office with its permission. Page: 1 of 1 Insured Copy Issued: 10/17/2017 Town of Barnstable Old King's Highway Historic District Committee = LERA DECISION :, Wednesday, February 7, 2018, 6:30pm, The Barnstable Committee of the Old King's Highway Historic District Committee, acting in accordance with the Old King's Highway Regional Historic District Act, Chapter 470, Acts of 1973 as amended, has held a hearing and made determinations on the following applications: APPLICATIONS Cole,Kai,Harvey House LLC,66 Harvey Avenue,Barnstable,Map 319,Parcel 108 Construct a 6'stockade fence at rear and side lot lines ***Certificate of Appropriateness Approved as Submitted*** Bernard,Richard&Margaret,172 Millway,Barnstable,Map 300,Parcel 034 Add new dormers and deck to detached garage ***Certificate of Appropriateness Approved as Submitted*** Poli,Edmund,51 Samantha Drive,Cummaquid,Map 348,Parcel 007 Construct single family home ***Certificate of Appropriateness Approved as Submitted;Subject to filing a Landscape Plan*** Hill,Paula&Pai,Jiten,39 Bancroft Circle,West Barnstable,Map 216,Parcel 002/001 New windows,doors,siding,roof and trim for home and garage ***Certificate of Appropriateness Approved as Submitted*** Bourne-Hudick,Nikki,65 Palomino Drive,Barnstable,Map 316,Parcel 060 Construct addition to existing building;construct detached garage and barn;new windows,shutters and siding ***Certificate of Appropriateness Approved as Submitted,Subject to Maintaining Roadside Vegetation*** Delahaye,Dean&Bridgitte,1903 Phinneys Lane,Barnstable,Map 298,Parcel 005 Addition to left gable end ***Certificate of Appropriateness Approved as Submitted*** Any person aggrieved by a decision of this Committee has a right to appeal to the Regional Commission within 10 days of the filing date of this decision with the Barnstable Town Clerk. All certificates issued will expire one year from the date of issue, or upon the expiration date of any building permit issued for the work, whichever expiration.date shall be later. The committee may renew any certificate for one additional year, providing the request for such renewal is received at least 30 days prior to the expiration date. Date:Febmary 8,2018 , r TOWN OF BARNSTABLE OLD KING'S HIGHWAY HISTORIC DISTRICT CONINUTTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at: No. Street Village Map Parcel No. <SACQ 100 M 0 Only minor changes may be approved by the Committee without a new application and a hearing. Minor changes include things like moving a single window or door or a minor change of color. All changes by amendment require the Committee's written approval. A request for change must be submitted to the Committee in writing. Approval must be obtained before incorporating the change into the project. For more than one revision to approved plans, a new application for a Certificate of Appropriateness must be applied for. Failure to comply with approved plans may result in the Building Department issuing a stop work order or denying an Occupancy Permit. I HAVE READ AND UNDERSTAND THE ABOVE STATEMENTS ENTS Signed: C't'�` ( , � z )� Date Owner/Contractor/Agent Signed: vax_. Paul Richard, hair, Old King's Highway Q:IBoards and Commis sions101d Kings HighwaylOKH APPLICATIONSIOKH 2O17 Forms P&DIOKH Statement of Understanding 17.doc i , IRE Balrnsiable*01d Kings Hi hwz Historic c District Committee 200 plain Street,Hyannis,MA 02601,Tel 508,862.4787 Eml erindg rtut(ji<ic»vu.barnst,thlL.ni��.u5 p 1[A89 A M n A]l�F)l�dry p l«A'JTION9 CERTIFICATE OF`PFROPRIAT EN ESs Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,draw accompanying this application for: Check all categories tl:at apply; 1. Btulding construction: New ❑ Add�aba�� Alteration ?. Tme of Building: House GarShed ❑ Commercia. ❑ Other 018 3. Exterior Paintin roof ❑ new roof ❑ color/material change,of trim., siding, • d WA 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign �E,J�t n�MENT 5• S_: El Fence g � ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date NOTE A#applications must he signed by lire current owner Owner(print): _199 U Leh:—//L v ."C/T'�_--i!nz! Tele hone#: p 9/ 7- Zo0- (791� Address of Proposed Work ?jn 561)C,;rQ Village C - �.9��J� Map Lot# Mailing Address(if different) 04th St APT 2B, NEW YORK, NY 10025 Owner's Signature /.- 0 �� C, . tl Description of Propose Work: Give particulars of work to be done: Agent or Contractor(print): G :l �' ,� r ' • Telephone Address: hone#: Q as Contractor/Agent'signature: ------------ For commute use Qnly s Certificate is her)kPPROVED. Date PROVED DENIED Members signat FEB 0 7 2018 Town of Barnstable r� Old King's Highway Committee Conditions of approval OK1120/7 Cert dpproprialeness:doc CERT FICATE OF APPROPRIATENESS SPEC SKEET Please submit 5 CO !eS - P Foundation Type: (Max. 12"exposed)(material-brick/cement,other)�,T(��jCj — i:� Siding Type: Clapboard_ shingle_ other Material: red cedar white cedar �A�other Color: A W ?46 Chimney Material: A Color: Roof Material: (make&style) Color: Roof lPitch(s): (7/12 minimum)hSF,Z 74"a -./ AZ d (specify on plans for new buildings, major additions) Window and door trim material: wood other material, specify Zsr/' Size of cornerboards � size of casings(1 X 4 min.) lXy color Rakes Ist member _ na 2"member "_ Depth of overhang �2 Window: (make/model) A08 material V color Gy/-,// F (Provide window.schedule on plan for new buildings, major additions) Window grills(please check all that apply_. true divided lights_ exterior glued grills— grills between glass removable interior None Door style and make: T1 r�j�i� �'j�'� material AETICma Lis Color: ,rF � Garage Door,Style Size of opening `� .'� Material S%-EE-L Color Shutter Type/Style/Material: ��� Color: Gutter Type/Material: Color: 6vI-111/ Deck material: wood other material,specify Color: <:A/2E e6n C/'Z,¢ Y Skylight,type/make/model/: material Color: Size: Sign size: A- Type/Materials: Color: Fence Type(max 6') Style 1A material: Color: Retaining wall: Material: R) Lighting, freestanding on building illuminating sign OTHER INFORMATION: THE ATTMCH3 b C.IiECk LIST MUST BE COMPLF,TED AND SUBMYTTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer) ` i Print Name'Z? Q /4_ S P&A 2 OKH2017 Cert Approprioteness.doc Legend III, A 0 Parcels w "Town Boundary Railroad Tracks 216005 9 —Painted Lines l Parkin Lots 216002003 �```' 9 ❑ Paved •.� #61 / � (�unpaved Driveways ti j/ ❑ Paved 216002002 ruu Unpaved ` ... #49 �::-,.... Roads 6 � 13 Paved Road 2 068 i / #2 9 J ' ❑ Unpaved Road �':=:::::: ®Bridge Paved Median " Streams �... y Marsh % 216069 1 13 water Bodies #5 216002001 #39 216Q01 - , ` 2.15 13 #:2.1 { r _ 215012 I #80Q Map printed on: 2/7/2o18 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26ot O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. 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(508) 862-4038 Certificate Of Occupancy Permit Number: B=18-2010 CO Issue Date: 4/15/2020 Parcel ID: 216-002-001 Zoning Classification: RF Location: 39 BANCROFT CIRCLE, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: Dan A Speakman Permit Type: Residential -Single Family Type of Construction: Design Occupant Load: 0 Comments: 3 Bedroom, 21/2 Bathroom Single Family Home 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition . VIE Town of Barnstable Building RARIMwea Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 1 NAM ,Posted Until Final Inspection Has Been Made.. Permit •�a+ ;Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-2010 Applicant-Name: Dan A Speakman Approvals Date Issued: 02/08/2019 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 08/08/2019 Foundation: Teardown Map/Lot: 216-002-001 Zoning District: RF Sheathing: Location: 39 BANCROFT CIRCLE,WEST BARNSTABLE Contractor Name: Dan A Speakman Framing: 1 Owner on Record: Hill, Paula Pai,Jitendra Contractor License: CS-037636 2 oy Address: 39 BANCROFT CIRCLE - - Est. Project Cost: $385,000.00 Chimney: WEST BARNSTABLE,MA 02668 Permit Fee: $2,063.50 Description: REBUILD SINGLE FAMILY HOME Insulation: Fee Paid: $2.063.50 Project Review Req: Date: 2/8/2019 Final: as.k,trv� Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to.Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "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 Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: , .� Town of Barnstable _ __ Building e Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAE& Posted Until Final Inspection Has Been Made. s63P � m 39. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-18-2009 Applicant Name: Dan A Speakman Approvals Date Issued: 02/08/2019 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 08/08/2019 Foundation: Location: 39 BANCROFT CIRCLE,WEST BARNSTABLE Map/Lot: 216-002-001 Zoning District: RF Sheathing: Owner on Record: Hill, Paula Pal,Jitendra Contractor Name: Dan A Speakman Framing: 1 Address: 39 BANCROFT CIRCLE Contractor License: CS-037636 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $ 15,000.00 Chimney: Description: DEMO SINGLE FAMILY HOME Permit Fee: $ 125.00 Insulation: Project Review Req: Fee Paid $ 125.00 Date: 2/8/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: 'Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: oAppiicadonN=ber.......................... . . .. . .. ........... MAEOLPeonit Fce.......................................Othcr Fee........................ i, z6'lq• JAN . ,A { L,i if otal Fee Paid................................................................ WN ..... Tn TOWN OF BARNSTABLE N.,"P'er > �ai ........... .. .. .-- BUILDING PERMIT .,c2 .....................p�eT.....00 02 APPLICATION Section 1— Owner's Information and Project.Location Project Address 4?4ACKOFVY— CIZ, Village 4:G Owners Name '44( Kh 4116 C AA } Owners Legal Address 2Z®��G%..f�J0% : City_ , State zip Owners Cell# C q(o - 7;70 - ,l E-mail cor►'r Section 2—Use of Structure Use Group e ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet f� e/Two Family il l y Dwelling llTng Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use �emo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description r4, ^) r .� /Oaa 76 �F e dZ T Act rmdatrih 2J9M IS ApplicationNumber.................................................... Section 5—Detail Cost of Proposed Construction, Square Footage of Project -252®e Age of Structure /? A Dig Safe Number #Of Bedrooms Existing Z Total# Of Bedrooms(proposed) 110 MPH Wind Zone'Compliance Method ❑ MA,Checklist ❑ WFCM Checklist esign Section 6—Project Specifics uing ❑ Oil Tank Storage woke Detectors �umbing .❑ Fire Suppression g.ITeating System ❑ Masonry Chimney -Addlrelocate bedroom Water supply ❑ Public ` ., Private Sewage Disposal ❑ Municipal L� �n Site Historic District o� Hyannis Historic District R O/ld Kings ay Debris Disposal Facility:_�� ��,�C� I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No 0 _ Section 8—Zoning Information Zoning District .� Proposed Use _ Lot Area Sq.Ft. Total FrontageZ633. LPercentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required 3a . Proposed Rear Yard R.equired_L!S_Proposed Cos - Side Yard Required l:5 Proposed Has this property had relief from the Zoning Board in the past?, ❑ Yes" •.[.� • Na ; ,: E Last wdatm 2/92018 Section 12—Department Sign-Offs Health Department © Zoning Board(if required ❑ Historic District ❑ Site Plan Review(if required ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization I, tJCA I-It t 11 , as Owner of the-subject property hereby authorize D4 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) ' Signature of Owner . date Print Name i I � i Last wdaft&2J92018 - .--:. ... . .... . Application Number........................................... Section 9—.Construction Supervisor Name &S �. c�j(`� Gy � Telephone Number 779�'-89c,,. C&c? Address f:5 sS Pit�f�/�X City 1_,,4 l�leState --AZ-,,V Tap e2 G License Number 05 3 ?C,,,3 License Type 04;L. Expiration Date Y/r?/Z O Contractors Email PRE)f SE61t14li9n� Cell# Coi"1 I understand my responsibilities under the rules and regulations for Licensed Constructi on Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and dock y 780 CMR own of Barnstable.Attach a copy of your license. Signature Date ���J / ,,,?0/& 2 Section.10—Home Improvement Contractor Name 26A2 Od. . rsem�f Telephone Number ?G- Address,te< SR§?W404YC1ty State Tap 400 4(-5f5 Registration Number /ZooYa Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docrnnentation by 780 and own of Barnstable.Attach a copy of your H.LC... Signature Date ?b i Iff Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I wand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date 6 i APPLICANT SIGNATURE Signature Date XcY� Print Name A SP4!Zj 7t� Telephone Number.72 .g . E mail permit to: 5� �_� A467 60/4? re.w mm~110 6ecnon tJ,-1JCPdr6LtC116 Olt'IL-kJ I.. I Health Depar6nent ® Zoning Board(if required) Hisrtoric District Q Site Plan Review(if required) El Fire Department ❑ Conservation For commercial wort,please take yourphua directly to thefzre department for approval t_ Section 13—Owner's Authorization as Owner of the-subject property hereby authorize LI&I ',�-� '�t2; to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) 3/22/2018 Signature of Owner date Jitendra Pai Print Name e Paula Hill Last undated 2192018 247 Station Drive EVERSSMS':UR,CE Westwood, Massachusetts 02090 ENERGY January 10, 2019 Paula J Hill 23 W 104th St -Apt 28 New York, NY 10025 RE: 39 Bancroft Cir, W Barnstable, MA 02668 Dear Paula J Hill: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 1/10/19, the electric service to 39 Bancroft Cir, W Barnstable, MA 02668, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. -rely Wanda Pimentel _ Electric Services Support Center I ;.• �E FIRE•... BARNSTABLE FIRE DISTRICT 2y.'�,PBLISy�'S�• WATER DEPARTMENT . 1927 •y3•�`,,�ACHUS�• 1841 Phinney's Lane P.O. Box 546 Barnstable, Massachusetts 02630 Phone: 508-362-6498 Fax: 508-362-9616 FAT ry ' January 18 2019 ®wN0"13An 9 i �ST,q$LF TO: DANASPEAKMAN@hotmail.com 39 Bancroft Circle W. Barnstable, MA RE: 39 Bancroft Circle, W. Barnstable To Whom It May Concern: The above property slated for demolition does not have water provided by the Barnstable Fire District Water Department. Very truly yours, Thomas J. Rooney Thomas J. Rooney Superintendent C: File i nationaigrid BLJ1LDING DE,a►. JAN 2� 2019 January 29,2019 TOWN Oc�,�9'NS TA 0LE Dan Speakman 39 Bancroft Cir W. Barnstable To Whom It May Concern RE:39 Bancroft Circle,W.Barnstable This letter is to confirm that National Grid has no natural gas service at the address above. I can be reached directly at 508-760-7484 should there be any further questions. ePatt�iW(;eldon nationalgrid Senior Acct Mgr,Customer Connections 127 White's Path S.Yarmouth,MA. 02664 508-760-7484 desk 508400-5051 cell 508-394-1109-fax Patricia.weldon r(� an tionalpid.com REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC BUILDING DEPT. Location: Barnstable, Massachusetts Construction Type: Single-family JAN 2 4 2019 Project Type: New Construction Conditioned Floor Area: 2,560 ft2 RA�t�1STA�LE Glazing Area 26% TOWN Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 39 Bancroft Circle Speakman Construction West Barnstable,MA . M Compliance: 2.0%Better Than Code Maximum UA: 350 Your UA: 343 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 s or Attic Roof:Cathedral Ceiling 1,440 38.0 0.0 0.027 39 Above Grade:Wood Frame, 16" D.C. 1,656 20.0 0.0 0.059 74 Window 1:Wood Frame:Double Pane with Low-E 242 0.300 73 Door 1:Solid 32 0.400 13 Door 2:Glass 126 0.300 38 Basement Wall To unfinshed Space:Wood Frame, 16"D.C. 288 20.0 0.0 0.059 17 Basement Wall 2:Wood Frame 936 21.0 0.0 0.047 37 Wall height:9.0' Depth below grade:7.0' Insulation depth: 9.0' Window 2:Wood Frame:Double Pane with Low-E 104 0.300 31 Door 3: Glass 44 0.300 13 Over Unfnished Basement:All-Wood joist/Truss:Over UnconW 246 30.0 0.0 0.033 8 Compliance Statement: The proposed building design descrinsi ent with the building plans,specifications,and other calculations submitted with the permit application.The propa bee designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory rs ed in a REScheck Inspection Checklist. Name-Title Signature Date I Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Barnstable.rck Page 1 of10 Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Barnstable.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ,Construction drawings and ! j❑Complies 103.2 :documentation demonstrate ) ❑Does Not [PR1]1 :energy code compliance for the ,1B ;building envelope.Thermal ) -;❑Not Observable envelope represented on R❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ;❑Complies 103.2, documentation demonstrate 0Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ;❑Not Observable ej ;Systems serving multiple T❑Not Applicable ; dwelling units must demonstrate 4 ;compliance with the IECC Commercial Provisions. I 302.1, ;Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 :sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: :❑Not Observable J ;Manual J or other methods Btu/hr Btu/hr approved by the code official.. ;❑Not Applicable ' ; Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Barnstable.rck Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall R- R- ;❑Complies ;see the Envelope Assemblies [F04]1 insulation R-value.Where interior ;table for values. insulation is used, verification R ; R- ❑Does Not 1) ;may need to occur during ;❑Not Observable Insulation Inspection. Not ;❑Not Applicable ; required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ;❑Complies [F05]1 insulation installed per x !❑Does Not ,e ;manufacturer's instructions. ;❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ;ODoes Not table for values. J :distance from top of wall. 9 :[]Not Observable ;❑Not Applicable 303.2.1 ;A protective covering is installed ❑Complies [FO11]2 :to protect exposed exterior ;❑Does Not Insulation and extends a ® :minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system ';❑Complies [FO12]2 'controls installed. HDoes Not J I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman -39 Bancroft Circle West Barnstable.rck Page 4 of10 I Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not 'table for values. [FRl]1 J ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies :See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products} ❑Complies [FR4]1 :are determined in accordance ' ;❑Does Not j with the NFRC test procedure or F ❑Not Observable ; ;taken from the default table. :,[]Not Applicable i 402.4.1.1 (Air barrier and thermal barrier t ;❑Complies [FR23]1 :installed per manufacturer's ;❑Does Not instructions. ; J i,❑Not Observable , } ;[]Not Applicable 402.4.3 ;Fenestration that is not site built 3❑Complies [FR20]1 is listed and labeled as meeting ;❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A4401 ,❑Not Observable or has infiltration rates per NFRC ; ; 400 that do not exceed code ❑Not Applicable limits. ) 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 :sealed at housing/interior finish it ,❑Does Not and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ![:]Not Observable r J❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ttt []Not Observable R-6 where <3 inches. Supply and return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ; ,diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter. I 403.3.3.5 Building cavities are not used as ( ;❑Complies [FR15]3 I ducts or plenums. (� T❑Does Not g, [_-]Not Observable ' ❑Not Applicable ; 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ;❑Does Not below 55 eF are insulated to zR- V ;3 ,❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. :❑Does Not , ❑Not Observable ❑Not Applicable 403.6 ;,Automatic or gravity dampers are ❑Complies [FR19]2 ;installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ; []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Bamstable.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium.Impact(Tier 2), 3 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman -39 Bancroft Circle West Barnstable.rck Page 6 of Section Plans Verlfiedj Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ', ;❑Compiles [IN13]2 :or the installed R-values ; ;❑Does Not .8 ;provided. ;❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ; ;❑Not Applicable ; 303.2, ;floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and !❑Does Not [IN2]1 ;in substantial contact with the I underside of the subfloor, or floor( •❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous ! insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing I ; members. I 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%of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 :exterior,the exterior insulation ❑ Mass j❑ Mass ;❑Not Observable :requirement applies(FR10). ;❑ Steel ;❑ Steel :❑Not Applicable ; 303.2 ;Wall insulation is installed per '❑Complies [IN4]1 :manufacturer's instructions. ;❑Does Not s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Barnstable.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel ;❑ Steel ;❑Not Observable ; 402.2.6 [FI1]1 ; ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per 1 ;❑Complies 303.2 :manufacturer's instructions. ' l❑Does Not every[FI2]1 Blown insulation marked :300 W. I❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ;❑Complies [FI22]2 :insulation include baffle adjacent ;0Does Not to soffit and eave vents that I :extends over insulation. ;❑Not Observable i 0Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 ;ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable :.[]Not Applicable 403.2.3 ;Duct tightness test result of<=4 ': cfm/100 cfm/100 '❑Complies [FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ,handier @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to :❑Not Applicable ; occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a ,❑Not Observable ;❑Not Applicable pressure differential of 0.1 inch ; :w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system j ;including the manufacturer's air ; handier enclosure. ; 403.3.2.1 ;Air handler leakage designated ;❑Complies [FI24]1 :by manufacturer at<=2%of T❑Does Not ;design air flow. i ❑Not Observable j❑Not Applicable 403.1.1 ;Programmable thermostats !❑Complies [FI9]2 :installed for control of primary ❑Does Not ;heating and cooling systems and III ,:initially set by manufacturer to IE]Not Observable code specifications. I❑Not Applicable ; 403.1.2 :Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not 1[)Not Observable ; l❑Not Applicable 403.5.1 ;Circulating service hot water j❑Complies [FI11]2 :systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable l❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman -39 Bancroft Circle West Barnstable.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system {[IComplles [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 4 i and air flow limits. [ ![]Not Observable --,[]Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies (FI26]2 through one-or two-pipe heating ! :❑Does Not systems have outdoor setback control to lower boiler water (❑Not Observable ; :temperature based on outdoor tt ;❑Not Applicable temperature. t 403.5.1.1 ;.Heated water circulation systems j❑Complies [F128]2 have a circulation pump.The ' 113Does Not system return pipe is a dedicated ❑Not Observable ' return pipe or a cold water supply, ; pipe. Gravity and thermos- I :❑Not Applicable ;syphon circulation systems are not present. Controls for r circulating hot water system ; pumps start the pump with signal ;for hot water demand within the occupancy. Controls ] ; automatically turn off the pump j ;when water is in circulation loop :is at set-point temperature and no demand for hot water exists. 403.5.1.2 :Electric heat trace systems i Z❑Complies [FI29]2 :comply with IEEE 515.1 or UL S t❑Does Not 515.Controls automatically ;adjust the energy input to the ` 1❑Not Observable ,heat tracing to maintain the !k j❑Not Applicable ; desired water temperature in the , t piping. 403.5.2 ;Water distribution systems that JE]Complies [F[30]2 :have recirculation pumps that ❑Does Not pump water from a heated water ;supply pipe back to the heated ❑Not Observable :water source through a cold i❑Not Applicable water supply pipe have a ;demand recirculation water ) :system. Pumps have controls : :that manage operation of the pump and limit the temperature i of the water entering the cold { : water piping to 1042F. M ; 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat j ❑Not Observable :recovery units< 3 psi for I I❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for { individual units connected to t :three or more showers. 404.1 ;75%of lamps in permanent t ❑Complies [FI6]' :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. :Does not apply to low-voltage []Not Observable :lighting. IONot Applicable 404.1.1 Fuel gas lighting systems have ❑Complies (FI2313 :no continuous pilot light. ❑Does Not U 1❑Not Observable 10Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman - 39 Bancroft Circle West Barnstable.rck Page 9 of10 Section Plans Verified Field Verified . # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ;[]Complies [FI7]2 ❑Does Not I � � 10Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for I ❑Complies [FI18]3 :mechanical and water heating ;❑Does Not systems have been provided. I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: } 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/28/19 Data filename: C:\Users\adam\Documents\REScheck\Speakman- 39 Bancroft Circle West Barnstable.rck Page 10 of10 2015 I CC nergy Effidency Certificate Above-Grade Wall 20.00 Below-Grade Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): D o 0 0 0 Window 0.30 Door 0.30 �=TQ8MMftMffjM= ' Heating System: Cooling System• Water Heater: Name• Date: Comments I The Cof unonwealila of Massachusetts !• ;). Department of Industrial Accidents Rrint Form I 1= l ,.F r 'IC,I. Office of ILt vestigatiotts ;� ` l Congress Street, Suite 1 Boston,MA 02114-201 0 Workers, Compensation Insurance Affidavit Builders/Cont A licant gnfornaation factors/�lectricians/I'Iurnbers Name (Business/Organization/Individual): Please .Print Le ibl Address: /�a S City/State/Zip: Are you an employer?Check the appropriate by , Phone#: I•❑ I am a employer with�_ I � employees(full and/or part-time).* 4 have hiam a lted the sub tconhact�I 6 New J (required): Type of project r 2•❑ I am a sole proprietor or partner- listed on the attached sheet. ❑ N'construction ship and have no employees These sub-contractors have working for•me in any capacity. �• El Remodeling [No workers' comp. insurance employees and have workers' 8' ❑ D?�nolition required.] comp. insurance.# 9. ❑3 S• ❑ We are a corporation and its 10.❑ Electrical repairs or additions uilding addition 3.❑ I am a homeowner doing all work officers have exercised their myself. [No workers'comp. right of exemption per MGL 11•❑ Plumbing repairs or additions insurance required.] t C. 152, §1(4),and we have no 12•❑ Roof repairs employees. [No workers' 13. comp. insurance re ❑ Other '"Any applicant that checks box NI must also fill out the section below showing their workers'compensation Policy information. t l romeowners who submit this affidavit indicating they are doing all work and then hire outside c :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors p employees. If the sub-contractors have emp��'Porkers'conlp��ensatiolli e must eir workers'com contractors must submit a new affidavit indicating Y and state whether or not those entities have ch t ao an employer t/tat is provi 111 nsrrratrce for my en mlor e infor»ration. p yes. 13elo'P is the policy arrd job site Insurance Company Name: Policy#or Self-ins. Lic. # C Soo Job Site Address:, �V o — expiration Date:--/Z- Attach a co City/State/Zi copy of the workers' compensation policy declaration Page p.Failure to secure coverage as required under Section 25A of MGL c. 152 fine up to$1,5 re co and/orgone-year imprisonment, as well as civil pg (showing the policy number and expiration datea fieOf too$1,00 a day against the violator. Be advised that a copy of this can lead to the imposition W criminal penalties a a Investigations 0 the DIA for insurance coverage verification. penalties ssa in the form of a STOP WORK ORDER and a fine statement may be forwarded to the Office of do hereby t r the ainid es t ' 0 er'tt that the information provid Si nature: ed above is late and correct. Phone f7l C � A— Date: e Official use only. Do not write in this area, to be completed by city or town official City or Town: Issuing Authority c'►•cle one): Permit/License# I. Board of Health 2. Building Department 3. City/Town Clerk 4 Electrical Inspector 6.Other k . cal Ins p 5. Plumbing Inspector Contact Person: Phone#: I WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500 5009565-2018A PRIOR NO. I WCC-500-5009565-2017A ITEM 1. The Insured: Dan Speakman DBA: Dan A Seakman Construction Mailing address: 15 Speak Way FEIN:**-***4938 Harwich, MA 02645-0000 Legal Entity Type: Sole Proprietor Other workplaces not shown above: 2. The policy period is from 11/1_ V2018 to 11/10/2019 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers' Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee C. Other States Insurance: Coverage Replaced by*Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 000137314 INTER SEE CLASS CODE SCHEDU E Minimum Premium $550 Total Estimated Annual Premium GOV GOV Deposit Premium STATE CLASS MA 5645 State Assessments/Surcharges $8,092.00 x 3.8300% This policy, including all endorsements,is hereby countersigned by 10/10/2018 Aulhorized Signature Date .Service Office: 54 Third Avenue HUB International New England LLC Burlington MA 01803 PO Box 696 Wilmington, MA 01887 WC 00 00 01 A (7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with Its permission. i GL00000034621U i - i 355 Ma liarleysville Insurance Company '�l�'�jOpWjf��` Maple Avenue In on your sida Harleysville,PA 19438-2297 Insured: Dan A Speakman DBA Policy Number: GL00000034621 U Agent: HUB INTERNATIONAL NEW ENGLAND LLC Policy Period: 10/05/2018 to 10/05/2019 RENEWAL CERTIFICATE COMA EWAL UNES COMMON POLICY ®ECLARAT ONS Named Insured and Mailing Address: Agent: Dan A Speakman DBA HUB INTERNATIONAL NEW ENGLAND LLC Speakman Construction 299 BALLARDVALE STREET 15 Speak Way WILMINGTON, MA 01887 Harwich, MA 02645-2324 Agency Code: 750099 Phone Number: (978)657-5100 Policy Period: 10/05/2018 to 10/05/2019 at 12:01 A.M. Standard Time at your mailing address shown above. Business Description: Form of Business: Construction INDIVIDUAL IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. IF YOU REQUEST CANCELLATION OF THIS POLICY, THE COMPANY WILL RETAIN A MINIMUM PREMIUM OF$ 500 THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS FOR WHICH A PREMIUM IS INDICATED. THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT, Coverage Part Premium Commercial Property Coverage Part Commercial General Liability Coverage Part Crime and Fidelity Policy Coverage Part Commercial Inland Marine Coverage Part Commercial Auto Coverage Part Commercial Liability Umbrella Policy Sub-Total $ Fees and Surcharge—See Schedule GU-7015(If Applicable) FORM(S)AND ENDORSEMENT(S) MADE'A PART OF THIS POLICY: Total $ SEE SCHEDULES GU-7004 and GU-7009 Nationwide,the Nationwide N and Eagle,and Nallonwlde Is on your side are service marks of Nallonwlde Mutual Insuranco Company.©2016 Nallonwlde GU-7000(Ed.4-16) Includes copyrighted material of insurance Services Office with its permission. Page: 1 of 1 '�t Agent Copy Issued:09/06/201$ DAN A. SPEAKMAN Construction 15 SPEAK WAY NORTH HARWICH,MASSACHUSETTS 02645 Phone: (508) 432-5565 Fax: (508)432-5099 Subcontractors Worker's Comp Policy #s — Dec. 2018 SUBCONTRACTOR WORKERS COMP. POLICY NUMBER ALT Construction WCV01272502 Anderson Insulation Co. Inc. WRZ80080021702018A Bradley Whitehouse 7PJUB8H26531118 Cape Cod Concrete Pumping Inc. 422005742903 Cape Cod Mechanical Systems WWC3156200 Ca eside Construction Services AWC40070374662018A Capital Concrete, LLC CMU0006196 Colonial Floors 76 WBG TY5438 Fabricio De Carvalho 6HUB-9995M35-9-14 Edgewater Plumbing 2001W7698 Gary Sylvester Building Movers Inc. CON881045-02 Gibson Waterproofing WCS7662R Justin Jenkins WCC50050131202018A J & S Drywall & Plastering WCC-500-5019049-2018A Kevin Legge 6S62UB4789P71417 Marshall Construction UB-1K589790-18 New England Concrete Floors WC 7939756 No. 1 Foundations LLC XW057821206 Seaside Alarms WCC50050128332018A Simonis Electric UBK4006810 Speakman Excavating VWC10060220012018A Speakman Landscaping 76WEGDF4141 s. Commonwealth of Massachusetts t r Division of Professional Licensureaun�.zco�rr,,/T�a�/f/�aar�i�clly. Board of Building Regulations and.Standards Office of Consumer affairs&Business Regulation Constrig I'�"bipe rvisor HOME IMPROVEMENT CONTRACTOR✓,> .� t T141-(Individual CS-037636 E�S`plres:04l22/2020 }jR�ealstrationa Expiration DAN A SPEAKMAN I' �• DAN A SPEAKMAN •' 15 SPEAK WAjF " 1 ' Ik! Q DAN SPEAKMAN HARWICH MA 0.26 45 ✓' ry XA.r 155 T 1 15 SPEAKNO HA RW ICH, MAr�02645 i C � Undersecretary Commissioner "'" I i I I ! : I F, II ! I T ' n9 � 'i'•�l.i�.i N I � y� 00 Oz =T VZV� ' 'I•� �'I rL�. W T' oc !IIi :Ii II!iiill li"='' iw o g Ir- II;uI;!i u G7 H O Itr_j ill ! li I;iIIII!!e = n I III:-rrJC,-4o I . I co L! m z ° O f i (r. IlI '� o ( rt-,-p I � �r u 1 I I i!✓1-�~.I I I �-- I: I! ;i `I I i I'' ,111I! I !�t m v � � I 11 IJ I) I;-i-t II i!IjliliI"iili�-II m g I I I� II II;!! ,;_ LrIIiI ii ilk' It- fri G I •_i-�� �_ a , �i 'jl;l ;!;l-ji`I',IL��: li F'� � : II.,'�-f�'I A m -O° I!!!il L IflIJ�i i u T O bQ yZ A I (I:i1-.I�F t Il Uj _m (;,! I i" Ili ,;. „I i! I i co (IIi' 3 G`9�0(3800�� Q (!I;fi,IIF,I b y 6 L dui b cci v ;i i,I O i� . .�ijll i,�m m o s 3 m Q Iiii s o a a s 15 0. D y Z v n� ti o (�iy 6 to b 4 6 ffi' �' -I 29 !.,•;:Ii I, o$ III'Iili,j. 5z v - ;!a: rill L � -- s'a � aa0 o Jy -- i:rllli:i:I s N=g !� o $ °c (� O c _ n "'aP i F 8 F 8 xN i a c m 7 yT� md � S o 5 I z �s Yxn L I 4l 5 5 5 z 5 5 5 5 5 5 D 3 F30 ago $ 7 - 0 N K _ ' o i,-'•'i_i �(��� -'I i i I !���'-� I Il�;ii;• 11':I�!'!�i11�1�'1 iI1!;1��''' �'I.!i;ifl I�Il,q' "CII:I�!I ,{ I� I ' I iV !! i!I�,i,.i,•',I, il'I`�''I I I�-r I I i ,� I 'I:r I ,h(; I ' .I::�'I' I' I 'II�m i:l•I:";I:I;;.I:;"I;I;!; m o �zI;. I r'ili D If b O I' n LI 'ila :I: IiliI'I;; 3=0 CIO ti-zi : i�i � F$ I I !I N�{ 1I llillill I �ILI. i, , �-� I�n I , ,, , �:. �:: ,II r { I �'� `- I'III I I i!I I- � ' I iIi: iI '!!�il0li�' ilE'j' ii i!ai I ;i;': iiiii I i m ZI'i I Ii.:L.Cl:•:,i•i,.::,;1"'`; o� .I I, �I ; :,•,; D ! I I I i I I!i Iliiill ilIi: m o ;iljil.; ai i Ij iiC' N = �o• ;• I II,iI D I '•Le I II4 III I �nn O a o W bZ I I �I I;f_1 Z O IIIi;I'II•1�I1��;,ii;,,!;l;i;`,!; ' .dii I.lii ll'II :IIlII iIlIlii'! l ;In c m � !I i il!:I;I:: ';,i � 0 1-,�rI I:I�i!-H ,•illlif;'i is; dill!!!':Ili Ui I Iil;ri� D C _") (n QQ I IIi 1 'I` 'it I I ,:,,L,::;Iilil•";I,;Ii,;i`,!;;;!i • ! ,, iIi iIi!Ijil 1 'Ii II. I� D rn -� � i, I �� -I; I i:�IIiillililililili' LI•I:.:. --I l JJL oI mm 1 Z r m �. � , I I -, ' !i 'iil';I;;;II'iIi;; :,' m � G ! I I , I i!: it",!!; o � -i I , I ;, I Iiii; ilij:� iIi;(:• II:IIi;' I:I IIi IIi I�i' T 01 I L i i IIIi ili�i iIi:,:i�l ;Ii' I IIi illj Ilili Il;;II:: ,Il;i I O Ill Z �! (i ill?II'•II,I'�'llli(I,! ilir j I ".: 'ill I; Ili illli irlli' 0 ,0 - II II ` IIl l�i illli; A 'II �I• ;i.;J" I; I;IiI, :;:I;: — � l i �' I _I !•I;il: I�'l ; i ''"'I ii;' drili!iji; _ m I �t ►; Irili,:' w o h r-- IIi I!i'•.'i':I , m m I o ;!; I'I,IIijlCi;j; Fo O o I' I r'.I '"I'. I I I �I !!':';! �ili'I 'I� ' ;P!' .. I�!I I i Illilijlit;';; ;it'I;I;;�'I�I•; D v r� v AEl _. _ Z �� Vu: LN OO O 3 J J� r�r__ FQT S30 Gl Ao A r s i L o � oR ) ) g r PROJECT: PREPARED FOR: - REVISIONS: m m proposed renovations at i Paula MILL & Jiten PA II RESIDENCE DANA.SPEAKMAN r ° o - 38 BANCROFT CIRCLE•!NEST BARNSTABLE'MA CONSTRUCTION m v m TITLE: 15 Speak Way e� proposed ELEVATIONS North Harwich,MA 02645 I � I I I n cnn A o 1 A z i IR p �00 G) I \\ 3 000 g I? a .Z7 Iv OcK bco a r y p N :\. \, N, o ��z S T c z D p o o N m w o ! MIMn m \\\� Q 3 2.8 HEADER m o Z LL 0a -1 I z o Z h R 0 A I S I I m 8 �a m z n °` \\ a ' ' !^ \ \ \ Z 5 n I \\\ \ \ \\ (3)W HEADER r 4 0 32'-O'+/- EX15TI NG 0 - 22'-0` - n' p m - ' o v. •'A cONI, I 85 O i Z -- 2)2a_10 tw,zq X L CD -- II N m N N Q O N O D I ! _ u _ a O Of O �0 ~ D p N /v i m z o 2 r G) m O b o o b o 8 6 m �0 m m m a m d O _0 L2 (n mmm � r D �� , p O G Z 0, 0, y� � O O p O O o I O 00 O g o F T S Z Z � � COC p p p - > ,D Z 5��D --Ni n I r5 �, ! n c) m ? ! 0 0. cZi g o 0 0 0 o r L'-- — 0 5 5 5 a a m _ e-o• 3 nm n A a a j I 12'-O" 8 S� y a A ( - - F J-DN 13 RS - - a CAAT5 m v J a 00 k�, --------- cJ RgZ nm U) gm 0 00 $ - 10 z I ��z �_ X N O ElEl (2 2x10IIEr p T m p m N x B6' O 56° p 24'-0* fir' I C� O 0 D PROJECT: � fj�,i PREPARED FOR: � REVISIONS: $ m proposed renovations at m F z c. ti ° D Paula F01LL 8 .iltert Pd49 BtE$1®E6�10E DANA.SPEAKMAN :: A::. # z 39 BANCROFT CIRCLE•WEST BARNSTABLE•MA CONSTRUCTION : . r "n"/ TITLE: 15 Speak.Way " `l W m proposed FIRST FLOR PLAN/CEILING PLAN North 4arWich,MA02645 1 S11 I 3 I t 40'-O'+(- EX15TING r7'-G' 4'-4. I 10'DIA.CONCRETE SONOTUBES TO " 21 DIA-N.Fl,N.YP TINT.FOOTING \ / P.T.1212x6 \ / � � Q AL m EXISTING EXTERIOR WALLS: BOTTOMS TO BELOW PROST LINE 2z6 STUD WALLS+5TRE55 SKIN PANELS ABU46 POST BASE W/5/8'ANCHOR I as fIW9 LAYERS OP PLYWOOD SANDWICHED TO RECEIVE P.T.12)2.8 I w I �.,'� v rJ AROUND RIGID FOAM INSULATION) I O e I 'Viar 3I Ilef�(, NorE: D3 P.T.2x8 LEOLiER �� I ill i FASTEN TO HOU5f PP,AKAE ALL E'A5TING INTERIOR PARTITIONS TO BE REMOVED A 3 I a y I 54E EXISTING FLOOR PLANS FOR EXISTING LAYOUT lV/l2)I/2'BOLTS®16'O.C.I I E.P. LINEN i 3'-7- 22 9'-I° WELL t- C; E H2O \ z O BATH I r Tn UNFINISHED FULL BASEMENT f EXISTING 2z IO FLOOR 3015T5 I P.T.2.10 LEDGER ..I 1�0 2:_5• $'_2• w �; I I FASTEN TO HOVSE FRAME I 'n I w/(2)Ire•BOLTS @ I G'O.C. - - 2z6 DOUBLE TOP PLATE 1f 1 I I { _ - NEw F.T. •�' m 6z6 POSTSTO N�y ___ -• 5TRE55 SKIN PANEL: I I EXI5TING POSTS I 30'.30'z I O' T r TWO IAYF,PS DF PlY !)SANDWICHFD l I TO_OTING.5 1 1 ICLOGET ' OLOSET AROUND RIGID FOAM IN51JLATION - :'1 I rY DIA.CONCRETE SONOTUDES TO '• -� 2z6 STUD WALL \ / 20 DIA.'BIG FOOT'CONc.roonVG I - 7. I I O 5 Z BOTTOMS TO 51L.(riV FROST LINE -----_ Y � 5 5 I 1 j t%) '- ABUGG ro T DA5E W/518-ANCHOR I CLOSET '� 0 I LI A L: EXSTING IIn p V I TO RECEIVE G.G P.r.POSTS I LXISr.I])2•ID dEMt wL. I M F -, KCMWC[x15 T.1'(1'I'S '-9' y 1= O - �� 0 BEAMS- _ I I + I a I EXIST.rosTs 5 > i ATTACH POSTS TO P,T.(3)2x i O I >;'('3r• O b W/AC'G SIMPSON POST CAPS I STDRAf.P fl(KPT I I Ow i c V S PH(3)2.10 \ / • + I I I PLYWOOD to I P.T.2x10 DECK JST$Q 16-O.C. I cal ® S /I^/ - N I ) U I 17 sLfeveRs I �`. I I PLASTIC - E)75TrNG GRADE / s m0 BEDROOM#1 a�� PLAY ROOM BEDROOM#2 I I y I I I tD LD PEASTONf GRAVEL UNDER I Z FOUNDATION WALLS AND BASEMENT FLOOR N N V-1 O' 12'-O'+/- I I O o — ————————————--— I I � cc D2 WALK OUT FOUNDATIION SECTION b \- ` D E D , 83 I T 0 Fj A 3 12'_('-0' FIELD VERIFY — G P.T.3 zxto b LU W °Ql- Q L ®H (3)i134'z9 /e'LVL header (3)1/34'x71f4'VL r(2)2x10hdr (3)1134'x7l/4• VLm(2)2x10hdr \ nt N Q O Q FRAME NEW OPENINGS FOR U TYPICAL: 0- .. Z . A11 NEWWINDON^'AND DOOR. I 6-8 I 1 10'DIA.CONCRETE SONOTUBES TO � I I 20'DIA'BIG FOOT'CONC.10OT14G d I BOTTOMS TO BELOW FROST LINE I D3 P.T.a to LEDGER Q !! I ABU66 POST BASE W/5/8'ANCHOR 13'-5' I A 3 FASTEN TO HOUSE FRAME b i I TO RECEIVE Gz6 P.T.POSTS I I W/(2)1/2'BOLTS @Iv O.C. a I I I S rn TO REMAIN ROOF REMAIN EXISTING 13)I 1 7!8'LVL RIDGE BEAh7 _ I 0 I ) / TO R FIN15HH WITH STRAPPIP11G&1/2'5OETROCK I c /- A I l I I I I 2z8 LAY ON tEWFPS •• -+.....r / FINIS V P.10 RMF RAtTFR.4 g I G'O f. I ATTACH POSTS TO P.T.(3)2z I DLu TO RECEIVE NEW PORCH / I I / FINISH WITH$TRAPPING!I/2'5HEfTROCr, a ) W/AC66 SIMPSON P05T CAPS ,` Poor RAFT EP5 I I //" INSULATE A5 RFUUIRED I /` /` i I V ¢ Z INSTALL ExPOSEU STRUCTURAL - - ----- P.T - - , O 2r8 ROOP RAFTERS@ 16-O.C.� —P.,0 P.Inf.F BRn //: ;i/� /. ISE 0 COLLAR,TIE BEAMS \ \ J-------\ TI------\ 7 -- - W 2.6 CEILING 1OiS15 @ I G'O C. -�-�� ,/�'// I I // (SEP-FLOOR PLAN FOR LOCATION5) 2,4 STUD WALLS WITH 1 /r.}T/' I i•'—REMOVE EXIST.POSTS / j ®_ J 1/2-CD:c.PLYWD.SHEATHING,HOU5E I I I I /.; IN OPEN AREA i WRAP L W.C.5111NGLF5 @ 5-W.-- II II II /�• �'- DZ 3'1 6'-I O' 6'-I O' I 6'-I O' 3' Lu (3)2.8 HEADER I r // -.-.___-..._-----------. - ------------------ 2V-0' I H Z AROUND PORCH PERIMETER P.fMOVE EXISTING.EIUNG JOISTS existing Ceiling - ' �1 z Q FINISH CUIG W/ ------------.----_-Ir- __ I�--- - —_ - --- _ _ - _ 5IMP50N WE PUSf LAPS BEADdOARO OP,L'Q. / -- @PST-HEADERCONNP.LTION 1 I !-"'_'- -' =ST.,' —�I , ex sr.woos' m d NEW THEPMA-TRU PRINT DOOR I I I I I I I I I f proposed I O SQUARE I8z81COWMN5 li I 11 II \� / FINISHED BASEMENT PI AN c W o @ FRONT PORCH TO DAm O NEW THCRMA-TRU,SLIDING ODOR 3n COVERED II II WILT AROUND I I PORCH I I I j f wJNDRY FOYER 1/4"=1'-D"6zG P.T.POSTS I I SIMP50N ACACE POST CAPS I I I I I I DINING SIMPSON ACE P05T CAPS I I 1 A DECKING ON P.T.2.8 I I o ( rn � 1% W @ POST-BEAM CONNECTION DECK JOISTS 0 16'O.C. I I I.4 DECKING ON P.T.2z I O <7 C _ eXIs11D0 IiTSI floor I DECK JOISTS @ I G'O.C. O -- - P.T.(2)2x8 I J V LLl FRAME NEW OPENING IN EXIST.FLOG /� //, /ExISTINf.FI.(N)R.IOl5T5 P T(3)2xt0 J (n ABU46 POST BASE W/5/8-ANCHOR / __ w1Ttl(2)2.Ips RO.9'8k3'3' EXI5T.(3)2x10 BEAM D3 C C a TO RECEIVE P.T. 2)1,1 1 I I -I 'I CUT THROUGH EXIST.BEAM FINISH WITH STRAPPING♦I/2'SHEETROCK P.T.6zG POST 5 Ij co @ STAIR OPENING I I I I A 3 ATTACHED TO HEADERS I - a • D3 vnnl SIMPSON AC POST CAPD IO'DIA.CONCRETE SONOIUDE A 3 1 I I )I I I D2 2.4 STUD WALL � Mi Q y ON CONCRETE 28'DIA.'BIG FOOT"FTG. P.T.2.8 ILOGCP. I i O 3 m O BOTTOMS TO BELOW FROST LINE m I I I I BEDROOM#2 3 I p CL MCI .TO I I NEW ANDERSEN DH 121 1/2'DIA THROWHBOLTS!NUTS HOIJSF.FRAME // iD I I I I I 1 1 WINDOW✓ Y.T.6.6 P05T5 _ __ ®16.O.G. O OI 5,_9. j: 1 REMOVE EXIST.P05T5 7�'/7-ATTACHED TO CON,50NOTUBES __- 06 L•1 CL INSTALL NEW P05TS W/NEW FOOTINGS Y WITH SIMPSON ABU66 POST BASE$ TO BATH i / I I I I IN NEW LOCATIONS(SEE BASEMENT PLAN) --EXISTING WALLS I ' I—� I I I I existing basement floor EXISTING 2z10FLOORJOISTS W - - P.T.2.10 OECK J015T5 W u'= rtl19Il III • kW--llk O PROP.FRONT PORCH ADDITION ON CO CRETE 2'SONOTUBES TN- P.T.2x10LEDGER bEGK LEDGER FASTENING DETAIL ON CONCRETE 20 DIA.'BIG FOOT'FTG. • - D3 DATE: 03/16/2016 2.G DOUBLE TOP FLATS n2^=t•-o^ TYPICAL AT ALL DECKS 32'-0°+/- EXISTIP:G I II'-9° I, A3 I 2z6 STUD WALL - SCALE: AS NOTED Y PROP. WOOD DECK ADDITION 5TRE55 SKIN PANEL: ' TWO IAYPRS OP A Yw00n SAur)mrAF,n I DRAWING#: S� TYPICAL CROSS SECTION A9PUND RIGID FOAM INSULATION 3 1/4°=V-0" A3 - 3 ----------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------- REPLACE ALL EXISTING TRIM WITH NEW ----------------------------------------------------------------------------------------- -------------------------------------------------------------------------------•-------------------------------------------------------------- Ix3 ON Ix8 RAKE BIRDS @EXISTING GABLES ------------ ---------- -------------------------------------------------------------------------------------------------------------------- (EXISTING ROOF TO REMAIN) ------ ------------------------ ------------------------------------------------------ ------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------ -- ----------------------------------------------------------------------------------------------------------------------------------------- -------------------12------ -------------------------------------------------------------------------------------------------------------- ------------------------------------ ---------------- ---- -- ------------------------------------------------------------------------------------------------------------ NEW ASHALT ROOF SHINGLES -- ---------------- -- -------------------------------------------------------------------------------------------------------- ---------------------------- -------------------------- -_---_---------- REPLACE ALL EXISTING TRIM WITH N ----------------------- I x3 ON 1,c8 RAKE BRDS ------------ --------------------------------------------------------—---------------=----------------- ---- @EXISTING SOFITS 4 CORNERS - - SIZE TO MATCH EXISTING existing ceiling - existing ceiling - - _ existing ceiling TYPICAL: / \ ALUMINUM GUTTERS ON I x8 FASCIA BOARD ON INSTALL NEW ANDERSEN CASEMENT WINDOWS 12"SOFFIT(OR MATCH EXISTING)OVER INSTALL NEW ANDERSEN DH WINDOWS IN LOCATION AS SHOWN WITH Ix4 CASING Ix8 FRIEZE BOARD W/ Ix2 TRIM IN LOCATIONS AS SHOWN WITH tx4 CASING I x5 CORNER BD. or \ / NEW SIDING -WHITE CEDAR SHINGLES @ 5"EXPOSURE TYPICAL I MATCH EXISTING O / I x5 CORNER BD. or MATCH EXISTING © NEW Gx6 POSTS CASED IN I x'5 *TRIM o ,I N m 1 1 1 existing first floor , existing first floor .I TM ........................ xG DECKING ON P.T. DECK FRAME PROPOSED WOOD DECK : AND WOOD STEP TO GRADE Ix DECKING ON P.T.WOOD FRAME, I I I I I I I I I I P.T. Gx6 POSTS I I I I NEW THERMA-TRU FRONT DOOR W/ I x4 CASING . I-' L ZO L _ � L_ L L- PROP. FRONT PROP. FRONT PORCH ADDITION PROP. WOOD DECK ADDITION PORCH ADDITION > PROP. WOOD DECK ADDITION w existing basement floor - - proposed - .proposed FRONT (EAST) ELEVATION LEFT SIDE SOUTH ELEVATION 1/4 11=11-011 L L PROPOSED WOOD DECK ADDITION Ln ' WINDOW & EXTERIOR DOOR SCHEDULE z (D KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL O 0 (Zi ~ O 2'-61/8"X 5'-8 7/8° TW2456 ANDERSEN TILT-WASH 611 DOUBLE-HUNG WINDOW .WHITE VINYL CLAD - © 2'-6 1/8"X 4'-4 7/8" T V2442 ANDERSEN TILT-WASH 611 DOUBLE-HUNG WINDOW WHITE VINYL CLAD V 1. Crj UcE © 4'-3 7/8"x 5'-8 7/8" DHP2456 ANDERSEN TILT-WASH PICTURE WINDOW WHITE VINYL CLAD Q LIL cts O 2'-4 7/8"X 4'-0 1/2" CW14 ANDERSEN CASEMENT WINDOW WHITE VINYL CLAD z = Q L LU C/) 1` O 4-5 3/8 x 4-0 1/2 P4540 ANDERSEN PICTURE WINDOW WHITE VINYL CLAD _,_ __. Q O O _ Q U ,- 6'-0 3/8"x 4'-5 3/8" C345 AANDERSENCf�SEiv1ENT M.NDOIFI WH z ITE VINYL CLAD �- ( w 6'-0"X 6'-8" THERMA-TRU SLIDING PATIO DOOR WHITE VINYL CLAD EL O6-0"x 8'-0" THERMA-TRU SLIDING PATIO DOOR WHITE VINYL CLAD Of T-O"X 6'-8" THERMA-TRU HINGED PATIO DOOR WHITE VINYL CLAD O6-0"X 6'-8" THERMA-TRU SLIDING PATIO DOOR WHITE VINYL CLAD OK T-0"X 6-8" THERMA-TRU SLIDING PATIO DOOR-FIXED PANEIL WHITE VINYL CLAD © 3'0"x 2,0" THERMA-TRU TRANSOM WINDOW WHITE VINYL CLAD --------------------------------------------------------------------------------------------------------------------------------------------- REPLACE ALL EXISTING TRIM WITH NEW ---------------- ----------------------------------------------------------------- ---------------------------- ------ ----------------------- I X3 ON I XS RAKE BRDS @EXISTING GABLES O 9'+X 2'O" THERMA-TRU TRANSOM WINDOW WHITE VINYL CLAD --------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------- ---------------------------------------------------------------------- --------- ----- ------------------------------------------------------------------------------------- e O x 6-11" 3'0"X 6'8" FRONT DOOR THERMA-TRU by owner ---------------------------------------------------------------------------------------------------------------------------------------------3-2 NEW SIDING-WHITE CEDAR SHINGLES @ 5" EXPOSURE ------------------------------------------------------------------------------------------------------ -------------------------------------- �i�` ; W T ___________________________________________________ ------------------------------------------------------------------------------------------ �7 Z�h1 --------------------------------------------------------------------------------------------------------------------------------------------- NEW ASHALT ROOF SHINGLES --------------------------------------------------------------------------------------------------------------------------------------------- op Z 7 Z ----- ---- - - ----------------------------------------------------------------------------------------------------------------------- e W - -- ------------- - - --------------------------------------------------------------------------------------------------------------------------------------------- a ------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------------- .1 Lu ---------------------------------- ------------------------------ ---------------------------- _ _ ------------------------- ---------------------------------------------------- TYPICAL: �" '� REPLACE ALL EXISTING TRIM WITH Nl:'!/ --------------------------------------------------------------------------------------------------------------------------_------------------ U<<` — m ---------------- @EXISTING SOFITS +1:CORNERS -- ----------------------------------------------------------------------------------- ALUMINUM GUTTERS ON Ix8 FASCIA BOARD ON � a ---- ------------------------------------------------------ 12"SOFFIT(OR MATCH EXISTING) OVER 51ZE TO MATCH EXISTWG - Ix8 FRIEZE BOARD W/ I x2 TRIM �W/ y existing ceiling - - existing ceiling ALIGN SOFFITS �- M R Q — Ix5 CORNER BD. or INSTALL NEW ANDERSEN DH WINDOWS Im MATCH EXISTING IN LOCATIONS AS SHOWN WITH I x4 CASING NEW 51DING -WHITE CEDAR SHINGLES @ 5" EXPOSURE R TYPICAL INSTALL NEW THERMA-TRU PATIO DOOR W/ I x4 CASING H INSTALL NEW THERMA-TRU PATIO DOORS Lu ? IN LOCATION A5 SHOWN WITH PROPOSED WOOD DECK : 0 PROPOSED WOOD DECK: _ TRANSOM WINDOWS 4- I x4 CASING Ix DECKING ON P.T. WOOD FRAME - 3 xG DECKING ON P.T. WOOD FRAME, P.T. Gx6 POSTS © O O O �P.T. 6x6 POSTS O © O O O �� � 1 o _ m existing first floor - - J v I I I I d � z U) — a No B 3 0 m 3 a. L _ � �- -� �--�\\ )- -� I I ��o� 0 Q � I I i � as o LPRIOP. FRONT L - J / _ \ r © II I C O� M II.PORCH ADDITION t_ J L /- existing basement floor L _ I _ _ existing basement floor L I- INSTALL NEW WINDOWS AND DOORS w w IN EXISTING OPENINGS,TRIM W/ I x4 CASING I I I I Q PROPOSED WOOD DECK ADDITION J a 1= PROP. WOOD DECI< ADDITION L proposed \\ - - L L J DATE: 01 /17/2018 REAR (WEST) ELEVATION PROPOSED WOOD DECK ADDITION proposed PROP. WOOD DECK ADDITION RIGHT SIDE (NORTH) ELEVATION 1/4"=1'-011 SCALE: AS NOTED „ _ „ IIIIo I 1/4 - 1,-0 4 3 2 1 4 81 12' DRAWING#: �I i I LEGEND SYSTEM DESIGN: 4" SCH40 VENT WITH 99l EXISTING CONTOUR PROVIDE MIN. 20" DIAM. WATERTIGHT SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE CHARCOAL FILTER AS ACCESS COVERS TO WITHIN 6" OF FIN. GRADE MARKED WITH MAGNETIC TAPE OR SHOWN PLAN VIEW j X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 26" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PITCH BACK TO SAS, Railroad HEAVY DUTY NO LOW POINTS. FIRST FLOOR 60.6+/- H-20 CAST IRON,COVERS TO GRADE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE H-20 CAST IRON COVER TO GRADE s 99 PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING - _ ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PRE AS10 2" PEASTONE OR GE07EXT1LE n a, W° e�9°ee `� y �, p [98.4 PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD , 2'0 RISERS�t) FILTER FABRIC OVER STONE LTH1 USE A 330 GPD DESIGN FLOW MINIMUM .75' 2% SLOPE REQUIRED M - � COVER OVER PRECAST OVER SYSTEM 59.f8 62 TEST HOLE - PRECAST H-10 NOTE: 2" MIN. (WALL P Y RISERS H-1 MORTAR ALL BLOCKS OR Cape Cod 2 THICKNESS REQUIRED COMPONENTS Community SEPTIC TANK: 330 GPD (2) - 660 53.3' 4"0SCH40 PVC (Np,) PRECAST RISERS G�•e Col%ge 2% SLOPE OF GROUND s" MIN. SUMP i H-20 % **USE EXISTING 1000 GAL. SEPTIC TANK 12' MIN. INT. DIM. I PIPES LEVEL 1ST 2 4• 2' INV'S EL. 58.0 4' NOTES Pond �ENDS BET. SIDES 59.0' Locus UTILITY POLE ADD 1500 GAL SEPTIC TANK PUMP CHAMBER COMBO 10" 14" :' • • • 1. DAT S _ TEE 51 .9 10" EE ,0000a000,1 . .. •.:. ;•': 9000 :. ;° °o'"°.•°.•°.• UM I NAVD 88 �e FIRE HYDRANT LEACHING: TEE TEE 1500 GAL H-10 0 0 0 0 c .. GAS BAFFLE * RTEST D'BOX o > o ° o ° ®®® ®®D� oho ®®®L -❑❑❑� 0 0 0 0 cn by EXISTING rj2,0 ,. o°°°°°°°°°o° 00000000 o 0 0 00000o o LJJ 2• MUNICIPAL WATER IS NOT AVAILABLE 3 �' SEPTIC TANK/PUMP >°°°°°O°O ®®®®®�®❑p®®� °o�o°oo ® ®®®®® o°000000 oo ° ° o WATE o ° oo ° CHAMBER ,°o°o°o°o°o°. �0000 ®®�❑®®®❑❑®® oo°o°o E ®7E ®] °°°°°000 0 NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (27 + 12.83) 2 (.66) = 105 GPD SEPTIC TANK o_n-^ ^ FOR LEVELNESS )°o°000°o ®�®0O�®®®®® °°°°o° ®®o®® •o°o°°°°0 3.. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. BASEMENT EL. 52.3 SEE DETAIL BELOW i°o°o°o°g 0000go 0000°o°o ' ' O O O ° °00°°0 'O°O°O°O° 56.0' BOTTOM 27 x 12.83 (.66) = 228 GPD r;'.;' 58.27 58.10 ° ° ° ° ° ° ° ° ° . ° ;: . , .,.y• . . 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS ogoog00000gogog000gogogogogogo.000gogo0og0000 LTO BE AASHO H-M (H-20 DBOX AND LEACHING). R°U{e 6 TOTAL: 505 S.F. 333 GPD ,neOQO°°°C°°°o°°°o�f"2P0n�O�°�°°°° " H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2 DOUBLE WASHED STONE 4 MIN. (2) UNITS REQUIIRED e Rd' ALL AROUND PRECAST STRUCTURES 5. PIPE JOINTS TO BE MADE WATERTIGHT. ewic USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 27.00' X 12.83' WITH 2' OF STONE BETWEEN UNITS AND 4' STONE ALL AROUND COMPACTION. (15.221 (2]) 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH• 310 CMR 15.000 (TITLE 5.) LOCUS MAP 7. THIS PLAN. IS FOR PROPOSED WORK ONLY AND NOT TO ( 2 SLOPE) H-10 ( 1 y SLOPE) BE USED FOR LOT LINE STAKING OR ANY OTHER SCALE 1"=2000't H-20 45.0' BOTTOM TH-1 PURPOSE. SEPTIC TANK H-20 - 0 GROUNDWATER FOUND - - FOUNDATION EXIST. SEPTIC .TANK 5 - PUMP CHAMBER 53 LEACHING N D BOX 12 - ' .8. PIPE FOR SEPTIC- SYSTEM TO SCH. -40-4" PVC. -- -- -ASSESSORS MAP 216 PARCEL-2-1- PA ' wFACILITY APPROVED DATE BOARD OF HEALTH 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED THE INSTALLER SHALL VERIFY THE LOCUS IS WITHIN FEMA FLOOD ZONE X AREA LOCATIONS OF ALL UTILITIES AND ALL WITHOUT INSPECTION BY BOARD OF HEALTH AND BUILDING SEWER OUTLETS AND PERMISSION OBTAINED FROM BOARD OF HEALTH. OF MINIMAL FLOOD HAZARD AND 0.2 PCT ANNUAL CHANCE FLOOD HAZARD) AS SHOWN I FORCALLING ELEVATIONS .PRIOR TO INSTALLING ANY _ 10. CONTRACTOR SHALL BE RESPONSIBLE o ON COMMUNITY PANEL #25001C0583J DATED ACCESS FOR ROUTINE MAINTENANCE 24"0 H.D. CAST IRON PORTION OF'SEPTIC SYSTEM DIGSAFE (1-888-344-7233 OR 811) AND VERIFYING THE MUST BE ',PROVIDED FOR ZABEL FILTER. COVERS TO GRADE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 7/16/2014 INSTALLER MUST FOLLOW ALL 330+ GAL RESERVE **INSTALLER,:SHALL CONFIRM MINIMUM SEPTIC PRIOR 'TO COMMENCEMENT OF WORK. MANUFACTURER'S" SPECIFICATIONS FOR TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY w �� \ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ZONING SUMMARY PROPER FILTER INSTALLATION FOR RE-USE. REPLACE WITH 1500 GALLON \ �p I � REMOVED 5' BENEATH AND AROUND THE PROPOSED SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF LEACHING FACILITY. ALARM AND ''CONTROL PANEL NOT SUITABLE �� U 68i I ZONING DISTRICT: RF RESIDENTIAL DISTRICT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND TO BE INSTALLED INSIDE '�%ry%-T--r;���;r��!7T'!�%� < �� \�<�li / I REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. MIN. LOT SIZE 43,560 S.F. BUILDING. ALARM TO BE ON INV. IN 51.9' I I L--� o O 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS MIN. LOT FRONTAGE 150' SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE 9 SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT ZABEL FILTER SLOPE TO DRAIN BACK REQUIRED. MIN. FRONT SETBACK 30' (Al00) 19" TEE ,;FLOAT SWITCH ALARM ON P ° so. � MIN. SIDE SETBACK 15' OUTLET TEE W/EXTENSION WEE HOLE ` MIN. REAR SETBACK 15' SETTINGS: PUMP ON CHECK VALVE O s2 \ MAX. BUILDING HEIGHT 30' 6 MIN. 330 GAL. 5" WORKING RANGE THIS SIDE MYERS SRM 4 (\N� \ PROP. BUILDING/DECK COVERAGE: 5.1 5„ OF BAFFLE SUBMERSIBLE 4/10 HP PUMP ° FF / \ PROPOSED TOTAL IMPERVIOUS: 11.5% PUMP OFF 12" SYSTEM (OR EQUAL) 0 (ON BLOCK) 5 000 00000 00 0 60 \ ��G 000000 0000 00 0000 ` \� ' 6" BAFFLE .�- �� d �?• \ F'�\ � 1500 GAL. SEPTIC TANK/ 66 of o o PUMP CHAMBER COMBINATION (NOT TO SCALE) 1 TEST HOLE LOGS Q„ 4 Ssv Q„ 4 ELEV. N S N N CRAIG J. FERRARI, SE #13871 A A ENGINEER: LS LS s �, - -, _ � DONA.LD DESMARAIS RS 10YR 3/2 1OYR 3/2 o 62 0 PROPOSEG' ��GA GEo + rn WITNr11) „ 60 SNE TOP OF FNDN J �O/ DATE: 12/28/2017 9 9 EL. 60.5 �, Q o, B B �sls �aJ PERC. RATE _ < 2 MINZINCH LS LS �•. �`L , EXISTING WELL 150' � J �\ I 15559 CLASS SOILS P# 24" 10YR 6/4 54, 24„ 10YR 6/4 55' I \ 5 PROPOSED / O SB '\ • l� DRIVE \ \ C 1 C 1 s¢ 0 \ FSL FSL / 56 '\•• RE ERV \ / 1 N 52 •\ Q 5�� / \ \ 60 10YR 5/3 51' 60" 10YR 5/3 52' r, .� C2 C2 50 48 so '•'�••.\ SIEVE TEST HOLE LOGS '••\ �� ��N 16 b3ij Ms Ms •\ EXISTING DWELLING o s 46 • BASEMENT FLOOR rn _ ENGINEER: CRAIG J. FERRARI, SE' #13871 \•, EL. 52.3 � .•�•. FIRST FLOOR WITNESS: DONALD DESMARAIS RS j EL. 60.6+/- 3� 132" 10YR 7/4 45' 132„ 10YR 7/4 46' 9 DATE: 2/15/2018 �"s�2 P. o 6� rn �, NO GROUNDWATER ENCOUNTERED PERC. RATE _ < 8 MIN/INCH \ \ •f. ECK // \ MAP 216 ARCEL -1 0' 47,42 S.F. 0. X� TI G CLASS I SOILS P# 15600 Q �� Q g�.� �5 4. PAVED 15p 0' EL Q� \ 6 .t • �Q DRIVE � I �6 1 LAN TITLE 5 SITE P \ f ;► 11 \ �., WOIR LIMIT LINE J ELEV. ELEV. \ '�,.•_ � ''• Posy BENCHMAR : OF 3 4 S LT FENCE �\ p� MAG. NAIL ET I, oft 61' off 62' \ � IN TREE 0.9 1 \ \ R,F LI VDSI 39 BANCROFT CIRCLE \\ �� BVW#2 _. . .. _ '•'\ i \� SOLID ASIN / -- SL SL �9 10YR 2/1 10YR 2/1 e ( WEST BARNSTABLE, MA B \� \c�q \ ` o \\ r N B \� A \�.° PREPARED FOR S L S L 0 • \ +y. TH I \ 10YR 4/3 1 OYR 4/3 \ ' V 24 59 18 60.5' \\ O 3\\\ \\ DAN SPEAKMAN H4 66 _ C 1 C 1 \ A D ! YH2 / `\� 6S �,`�P`� O ASsgC �g`s�OF Mgssq �\9' \ 6 #3�'' / \ \ �o� DANIELA. yGs o`'� DANIEL °ti�� DATE. JANUARY 10, 2018 FSL FSL 8�� --�. - o N o OJALA �' s A. REV: JANUARY 16, 2018 (PROPOSED GARAGE/DECKS) 42 2.5Y 5 4 a, \ �` No 46I502 No0 40 80 N REV: FE B R UARY 21 , „ 2.5Y 5/4 / 58'5 \ \ �� �• 2018 (ADDED TESTHOLES) 72 55 .4ti o �� REV: MARCH 19, 2018 (ADDED SETBACKS) C2 \ N �\ \ �0 FG'1gTE �� R O� , „ , PERC FS \ ROMDE 55 OF 40 MIL LINER AT 5' \ ^ oy So. n q suRv ( Scale:1 = 20 v Yp - C2 .•\ OFF SAS IN AREA SHOWN. TOP AT f O_ c \�_� q !ggs��1 „w �� � i 10YR 7 4 ELEV. 59.0 BOTTOM AT EL. 55.0't OF / 56 72 �' ,2 •�\ 2 .� \ o`' DP.N!EI_ �G\ E `�A Ss 0 10 20 30 40 50 FEET FS C3 \ S �• 2 A \ \ 5 'n DANIELA �s `so dales OJA,LA o OJALA m; I'. MS 4% No.40,80 CIVIL `� off 508-362-4541 \ •` /� No.46502 fax 508-362-9880 5 R MOVAL OF UNSUITABLE SOIL REQUIRED PROP. VENT WITH CHARCOAL FlL R mti F�ss�° c_. � �F �� < downcope.com 7/4 10YR 7 4 I 10YR / \ AROUND PERIMETER OF LEACHING FACILITY �SN 120" 51' 1 20" 52' \ AND BUGSCREEN (FINAL.PLACEMENT BY �s~�SUR�Er.• 1F c • DOWN TO SUITABLE SOIL LAYER. REPLACE CONTRACTOR WITH HOMEOWNER v'`i eti x• •' on�AL down cape engineering, Inc I \ TH'CLEAN MED. SAND, TO MEET 1' a • SPECIFICATIONS OF 310 CMR 15.255(3) CONSULTATION) \ o \ civil engineers NO GROUNDWATER ENCOUNTERED \ � 1 c \ \ land surveyors 9.39 Main Street ( Rte 5A) o N YARMOUTHPORT MA 02675 l ` T DATE DANIEL A. OJALA, P.E., P.L.S. 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SHINGLES®5'E.XPOSURE b � FOUNDATION/BASEMENT PLAN SOLIARE(8x8)COLUMNS COVERED I - I 1 tAUNO FOYER 'q�' PROVIDE AROUND FOUNDATION WALL PERIMETER: f•- FRONT PORCH PORCH I _ 5/8'GALVD ANCHOR BOLTS Q MAX.70'O.C., c Z WILT AROUND K,p mERMA-TRU SLIDING DOOR 1�4n�1'-D" 45'O.C.ON WALA WT FROST WALL,6'-12-FROM w 6x6 P.T.POSTS 1 DINING - END OF RATES,USE 3'x3'x 1/4"PLATE WASHERS j I - d 1,4 DECFJNG ON P.T.2x8 BOLT CMB[NTMENT MIN.7' DECK J015T5 16'O.C. 3/4'T!G PLYViD.SUDFLOOR ON t? atT� j �1.I PROVIDE C0ITIIN0009(2):I4 KEBABS M 2x 12 FLOOR JOISTS®16'O.C. 1 x4 DECKING ON P.T.Rr I O TOP,BOTTOM 1 MID HEIGHT OF FIND,WALL W first floor In-IOISTS Q I G'OC.. _ _ first floor M V P.T.(3)2x6 (� !DDNTIN.(3)15 KEBABS IN FOOTING m SUPSON ACE POST CAPS (2)2x 12 top of foundation O ` ®FOST-BEAM CONNECTION (3)1 314"x 9112'LVL GIRT - __ a J V P.T.24 LEDGER P.T.2,9 SILL PI ATF W/FJ8'ANCHOR P.T.(3)2%10 Z P.T.2x10 LEDGER A existing Grade rASB+To noU3e r%ANr BOLTS Q MAX.70'O.0!6'12'FROM FINISH W1m STRAPPING i 1/2'SM[ETROCK > ..� .112)Irz•eoL ® oc wA9rzNro nwxr%xWe - _ O fND�RpUTE5•USE 3513'xl/4"RATE OR SUSPENDED CEILING /(D'R•-0 c•oc. 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PAPN5fAPL� , MA w` A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone / SUMMARY OF CONSTRUCTION REQUIREMENTS SHEARWALL PANEL NAILING SCHEDULE Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) V 5TANPAPP FRAMING CONNEC110N REQUIREMENf5: 1.1 5COM LOAPCTAFING WALL CONNECTIONS L 1� -- WIND SPFFD(3 SAC.GUST) 110 MPH X LATFP.AL(#I(qd COMMON NA1,5) 2 X 6 mywom NAP-ED mi 8d COMMON OR GALVANIZED Pox NAL5 AT r FOLLOW REQUIREMENTS OF TPf3LE 2 FROM WFCM MANUAL, WI�ID F4105LEE CMEWrY D x NON-LOA'MARINC4 WALL CONNECTIONS 12 6"O,C,AT a W6E5 ANP 12"O.C.IN TR FEW. Cl) LATERAL(#16d COMMON NAL5) 2 X 1.2 APPLICADIJTI LOA2 MAKING WALL OPENING5 %,,'PLYWOOD NAI FP WITH Sd COMMON OR GALVANIZED DOX NAILS Af J FLOOD CON5TRICTION MOXEWNf5; NJMDER OF 5fORIE5 2 5TORIE5 5 2 5TOPIE5 X 1,f A1�K 5PAN5 10 R 0 in.5 II-ft X aV 121 9"O,C,A-r a EDGES AND 12"C.C.IN TIE FELP, ROOF PITCH 6:12 512:12 X 5ILL PLATE SPANS 10 ft O m.5 II-ft X '1 Fr5f 1WO J015f BAY5 OF TIE FLOOD FRAMING FROM EACH GA3LE ENP MEAN ROOF maff 18 ft 5 3V x FULL HEIGHT 511.1125 4 x � 1%2'PLYWOOD HALE?WITH Bd COMMON OR GALVANZEP DOX NAL5 Af V TO BF Bl.00KEP WITH rJl BL.00KINC,OP?x I_l1MBFR 4-ft ON fFNITFR FOP DUILPING WIPM,W 32 ft 5 80' X NON-LOAD BEARING WALL OMNIN65 12 3"O,C,ATTR EZE5 AND 12"O.C.IN TR FIELP. W TI L LEMO OF t1 L JOIST, OCKIN A O TO BE N,AILEP IN AOCO�NT FP F DULMIZA LENGTH,L �ft 5 8o x HFADEP 5PAN5 9 ft o i,,512-ft x = F- WWI%A5PECf PA110(L/W) 1.25:1 :5 5:1 X 5ILL PLATE 5PAN5 99 R O m,512-R X NOTE:FOR PI YW001 Ak WAILS LISTED ADOvE,8d COMMON OR ,♦WITH TABLE 2 (8d NA1L5.6"5PACIN6 Af T{'L E995 ANP 12"5PAOING IN NOMINAL IfM OF fALLF5T OPENING 6'8" 5 6'8" x FILL HFICNT 5a-(NO,OF 511 5) 4 X GA VANIZEP DOX NAI 5 -(0.131 x ZYs"), G1.IN NAL5 MAfCHNG THE MAIL V W EXTERIOR WALL`.RAINING TO 11515T U'LIFT AND 9fAP 51M1TAJFOU51-Y PIPJ 1'rP AW LENGTH MAY IX USED A5 A 5U35TITUT, 0 T�-L FIL_LP), O 1,5 FRAMING CONNECTIONS MINIMUM ft LPIW PIMFN510N(W) NOTE:ALL PLYWOOD TO M RUN WrnCAI FROM 5ILL PLATF TO AT w EX ERIOR WALL REQUII MENTS: G;EWM COMPLIANCE WITH FRAMING CONN`.CTK7N5 X RIGHf OF fW5T OPENING 6'8" 5 6'8" X LEAST 2"INFO THE 5ECOW FLOOR L30X ON WO STORY R LPINGS Cr TO IL SHEATHING TYPE w' x THE 1901,3LE TOP PLATE IN SI W 5fORY DI.II-DING5, USE 2 ROWS OF 2.1 FOUNPATION FPGF NAIL-SPACING 6 in. X M5 SPACED 3"ON aWP 5TAGGFREP AT 1K TOr ANP DOrfOM OF ALL EX1WOR WALL 5TUP5 fO IT 2x6 Af 16"ON CENTR. TT POUBLE FOLfVAflON WALL5 MEET ITO,OF'780 CMR 5404,I-CONCRETE x FEW NAIL 5FACIN6 12 in. X TOP PLATES ON TYL EXTRIOR WALL5 TO HAVE A MAXIMUM 5MICF LENGTH SRAR CONNECTION(#16d/R) 3 X EACH PLYWOOD SHEEPPFR Flan 4IN 1}E Q ECKLIST. NO. REVISIONnSSUE DATE c 2.2 ANCHOPAa TO FOUNDAWNl,3 PEr9NT FU,L-RIa %FATHING 55% X 4 " a-H FEET ANP SPLICES TO BE NAILED WITH 16-16d NAILS IN AT.GORTIANCE 5/8"ANCHOR DOLTS IMDFPPFP Cr5/8"PROt'RETARY -5%FOR OPENINGS >6'8" X ` WI HTA3LE6IN1NEw>CMIlO/B600KLET, SOLE PLATE CONNECTION SCHEDULE MFCHANICALANGa5A5ANALIFRNAIMEINCONCRFTEON.Y MAYIMUMNIPINGPIMFWONCL) & WIatfOFTALLE5fOPFNNG 6'8 :56'8" x PROJECTADDRESS: ROOF FIZAMIN6 MOUITWNT5: 13OLT5PACIN6-6ENERA. 45 in.O,C, x HEATHNGTYPE w x P r 5rACING FROM ENZ/JOINT OF PLm 9 in.5 6"-IZ" X EDGE NAIL 5PACING 4 in. X CONNECTION TO FLOOR RIM BOARD RAPTP CONNECI1ON fO T}L for MAT ffQUIM5 5IMr5ON 1`12,5A f30LTEMDEPMENf-CONCRETF 7 in,27" X FIELD NAIL SPACING 12 In. X --- IIUW CANE CLIr5 WITH 2X BLOCKING BFIV+ N J015T BAY5 fa NAILRD TO PLATE WASHER (FIG 5) 2 3"X3"X 3"X v X SFFAP COHNFCTION(#16JI ft) 3 X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 39 GN\Igorf C�' TILL RAPTR ANP Top PLATE WITH I-IOd NAL5 PER PAY, IF BLOCKING 15 PFRCFNT FJ.L4R161T ffAIHING 4s % x W, 13APN5T PL3 , MA 5.1 FLOOR5 -5%FOR OPENINGS >6'8" X 6 12 (3)-16d COMMON NAILS PER 16" NOr DE51MR 51MP50N H-IOA OP H-14A HUMCANE CLIP5 CAN BE FLOOR FRAMING MFMDFR Sr*6 CRCKN2 X WAIL UAVVING 9V5gTUTR9 ANP IN5fA1Ft?ON EVERY RAFTR WI11M MOCKING, ALL MAXIM.IM FLOOR OPENING PIWN5ION 12 ft 512-ft x RATFP FOR WIND 5MEP4 X F47 (3)-16d COMMON NAILS PER 16" CLIPS TO BE INSTAL l•IN ACCOPP.ANCF WITH 9MP50N RFQUIPFMFNTS, FULL HEIGHtf WALL STLpS AT FLOOR OPENING AS APA PORTAL WALLS AND/OR WIND DESIGN 9fARWA_I.5 USED NO Vf2j LF55 THAN 2'FROM FXV1OR WALL X MAX.FLOOR J015f 5FT13ACK5 SUPPORTING 5.1 rOOF5 COLLAR TlE5 AID REQUITP IN THE LIPPED THIRD OF TILL ROOF RAFTERS (4)-16d COMMON NAILS PER 16" LOAF DFA�'ItNG OR SFFAR WALLS N/A R 5 d N/A TOOT FRAMING MEMf�R STAINS CHECKEV? X 12 ANP ARE TO 9 NAILED WITH(5) IOd NAL5 PER 51M OR U5E 51MV50N MAX.CANI1LEVVTP J015T5 5U'PORTING ROOF OVFRHANG I ft 5 5M&I_ER OF 2-ft OR L/3 x L5TA 18 5TRAP5 FROM FAFTR TO RAIDER OVER THE FIPGE C30AW, LOAF REARING OR SEAR WALL5 N/A ft s d N/A TRUSS OR RAFTER C.ONNVifO ArLOAP REAPING WALL5 CONNECTION TO CONCRETE FOUNDATION FLOOR DPACI NG AT EWWA15 X PrOPRIErAR1'CONNECTORS - i, ROOF SHLATNING TO 13E NAILED 1.151NG Sd OR EQUIVALENT NA1L5 6"ON FLOOR SRATHING TYPE x UPLIFT U- 'W Of X FOUNDATION SILL PLATE CONNECTION TO CONCRETE CENTER AT IK-EPGE5,6"ON CENTP IN THL FIELD, TI'L FIST TWO PAYS FLOOR SHEATHING FA51``E55 3/4 in. _x_ LAT1 KAL L- rib Of x 1 FLOOR 5HEAINING FASTENING SHEAR 5- 77 plf X 8'D!t MIG1iOR 60LT5 tT 45"O.G.. M C`K'E N Z E BETWEENtWTt?5AP.EIT0jjrt7TOt3EMOCKEPIFFETONCMN Af 8JNAL5AT 6 in. / 12 in. x RIP15TPAP5(IFCOLLAPTIF5NOfLaP) T- 216Of X NOTE:MtGYIORbOLTSR[Pr)7[NG,-Pi1D01/[TOOf-g'pinMCrMn3rn ENGINEERING ALL GABI-E ENDS PER 1NE WECM. GADLE RFKE C1111LOOKER I ft 5 5MA LFR OF 2 f10R L/2 X STtri-NrMOR e'aLTSWlrn3", 4'f L-Arr 15MCR5Wfrn7"MINIMUM 4.1 WAILS TR1155 OR RAFTER CONWC11ON5 AT NON-LOAMAMNG WALLS rM01fDM11NrINroGONcRCr[. CONSULTANTS UMI1"A110N5 AND CON112ACTOP R1 SPON51C31U11E5: WALL If1afT rrOl`FVrARY CONNFCrOF5 - x�vaur i dH] mvlronmrncai LOAPDEAMIZA WPLL5 9 ft 519 x U'LFf N/A TI L CON1>AOTOI'MUST REFER TO 11 L TABLES ANID FIGL1Ri�WITHIN 11 L NON-LOAMARING WA-L5 15 ft 5 20' x LAV&(#16d COMMON N&5) N/A SHEARWALL CONSTRUCTION 1279 MILLSTONE ROAD WALL 5TU2 519ACING 16 InIn.5 24"O,C, X ROOF 5HEATHN6 TM W5P X BREWSTER,MA 02631 WECM 110 MPH EYFO%R%B PoOKLEf FOR ILLU5TPA1ON5" WALL STORY OFFSETS N/A R 5 d N/A ROOF SHEATHING THICKNE55 7116 in,2 7/16"W X (774)353-2144 REQUITWNf5 D15CU5%19 WITHIN TNI5 5UMMA1?Y, ALL CONNFC11ON5 ANP ROOF SRAIHING FASTENING 8d 6/6 X (-ALL SHEARWPLLS TO NAVE DDIDLF TOP PLATES ANP DOIBI E 2X 5f 125 AT EACH � 4,2 EXTERIOR WPLL53 Et�I2 OF 11f WALL, NAILING MU5f MEET 11f REQUIITWNf5 HLREIN AND A5 ILLLI5T WEP IN NOTES. W00125W5 I.1HG5 CHFCKI 15T%XL DE MFT IN IT5 ENTIRETY TO COMPLY WI1N THE MOU PENFW5 OF T}�L BOOKLET IN OPI7ER r0 BE IN COMPLIANCE 1MTI-I TI'L BUILDING CODE, LOAPDEAP,ING WALLS 2 x 6 ' 9 ft O in. X 2-FPCF NAIL DOU31-E 1'01'I'I.ATES W/ Ibd NAJLS AT 16"O.C. - 11'L CONTRACTOP 15 M5PON510LE fO ENSLf ALL CONNECTION5, 180 CMR 5301.2.1 ITEM 1.F THE OtCKI.I5T I5 MET IN Ifs ENTIRETY TRN TR FOLLOWNG NON-BEARING WALL5 2 x 6 - 15 ft O k,, X METAL 5TRAP5 ANP HOLD POWN5 ARE NOf MQUIM19 PER 1R WFCM 110 MPH GUIDE: 5-NAILING OF SHEATHING fO DE CONENLEV ABOVE AND LTLOtN ALL OPENINGS IN 1 NAILING,ANP ANCHOP BOLTS AM VI51131-F fO TR INSTCTOP AT TM 11MF GADLE rW WALL RACING a,51EEL 5IM5 MR flat!h of THE FRAMING IN5MCTION/FOUNPATION INSPECTION.Tit FULL HFIGHtr Ewwn 5TU25 X 6,20 GALE 51M5 PER P16 M 11 5RARWALL. WMA DI.SON STRONG TIE C'201'1 am5UM CEILING LENGTH 100 % a 0,9W X c,UPLIFT 5TRA95 PER FIGURE 14 cna CONTPAOTOR MUST REFERENCE 11 L SIMP ' CATALOG FOR ALL 5T1 AP.HANGAR,ANP 5O INSTALN6 TE REQUIREMENTS I X 5 CEILING FURRING 5-Mr5 @ 16"5PACING MM 2 X 4 d,AIL 5TRAP5 PER FIa r 11 4-ATTACH POU31-E 2X 5TU25 NV ILr-W COrWr 5W5 Ar SHEAKWA1 rW5 NTH fir, MOCKING @ 4 IL SPACING IN EW J015f/TRU55 OW5 X e.CORNET 51112 HOLD DOWNS PEP F16 RF 18A AW Fl M 1813 (2)16d NAL5 Af 6"O.C.FOR ATTIC/5ECOW FLOOR 51fARWALL5 A V(2)Ibd ANP LIMIfA110N5, TA5 DOCUMENT ANP a ATTAONMWNT5 A5 WELL A5 A POLME TOr PLATE NAL5 Af 4°O.C.STAGGERED FOR FIRST FIooR kEARv✓A Ls, Z.'fHF OOfTOM 5ILL PLAT IN EXTERIOR WALLS SHALL f3F A MINIMUM 2 IN.NOMINAL COPY OF a WFCM BOOKLET MU5r ACCOMPANY ALL%f5 OF MAN5 5MICE LENGTH 4 ft x TNICKNF55 PM59Y� TMATEP#2-GRAPE, ��isliL 1 5WMIfTP fo TW BUILDING DEPARTMENT ANP 155 EP fO TFL SAUCE CONWCAON(#1617 COMMON NAL5) 16 X 5,5EF CRCKLISf SHEARWALL CON5TPUCflON PETAL FOR SRAPWPLL CON5VUC11ON KING AND JACK STUD REQUIREMENTS CONTRACTOR/5WCONTP.AOfOR5 n1 55 TNL PMN5 AID LP12ASP WITH REQUITMENf5 5TAS19 IN T45 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED N0rE5 ANP DETAILS TKAT �LECT f L BY 0AN 5f E11KM11N GONSTI', AND WAS BASED ON THE FLOOR X K,X J #Or KING AND JAOK 51W5 AT OPF"N65, Ua 2K,U IF NOr DOCUMENT ANP ATTAONMENTS, PLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE NOTED On WA% JOBS{: 18-041 SHEET REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE CS .0 -{ REQUIREMENTS OF THE WIND DESIGN. DATE: 06-13-2019 I SCALE: NONE I - I I i CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM \ SHEARWALL HOLDDOWN SCHEDULE I.FVOM TADI"E510 AND II WFCM MAaK 110 MPH EW.P AND LOCA110N OF WALL uj 9fATHIN6ANPPArIN6A51`�CfP.Ano,MTfrMIWPFrCFNrFt1l.4fW5fAl1HIN6 SECOND F RAND INTERIOR HOLDDOWNS _FOUNDATION HOLDDO AN7 NAIL SPACING ITOIAPEMEN'T5 L5rA 5rVAP @ 16"O.C. O (PER GSN) (I) -C516 COIL 5TPfV'W/(26)8 151 x 2Y2'LONG)N1AL5 WITH 5TRAP APPLIED HT4-81752.5 W/55T20 ANCHOR BOIf PL Kroll Pali,ATTACH TO FOLiNDAT10N 2.WOOD STRLICTIKAl PANELS 5HN l PE MINIMUM THCKNIE55 GF I/I6'Alt?BE ROOF 5FfATHING O DIPECILY f0 ZX FRAMING MEMr3ER5.PROM F OF Tlt NUMPEV OF NAfl 5 SPECIFED ®W/ATLICAPLE MICHOPMATE,USE g COI PLED NI If BETWEEN ANCHOR BOLT AND A" INSTALLED A5 FOLLOW5: RIDGE 130AMI BEAM AT EACH EM7 OF 5TV0. CUT 5M&I,5LOr IN FL ATHNG AA7 ATTACH 5TRAP TO THEEADED ROD INTO HOLD J (5) -IUd NAIL5 LW BEAM OP 1,W BLOCKING IN BLfWEEN fJ1 FLOOR J015 LOOK FRAMING BELOW. a. PANEl5%KL BE INSTALLED WTH 5TKN6TH AX15 PARALLEL TO 5TU75. CONNECT LOCKING f0 TJI J015f WEP5 WITH 46 412 FACE P. PROVIDE 5TN714 F01lJDA OLDOWRAP N 5T5 FOR APA PORTAL WAL5.5EE ff-IOOF FOR @ EACIi END Marl?BLOCKING IN TJI J015f WEB PE MALF R ACTIKER'5 5PECIFICATI �`� P17I7111 5TUfl ON DEfAIL5.ATTACH HO PM6 TO FOUNDATION FOPMWOPK v 6;A L NOPIZONfAl JO!NK5 SHALL OCCLR OVER AN7 6E HALED TO FRAMING, W OFVIArE PNCYIOVMArLS PRIOR f0 POCK. (2) -C516 COL STRAP W/(26)8d (0.131 z 2Yz"LONG)NA�.S WITH STRAP APPL + + + + O DIRECTLY fO 2X FRAMING MEMBEV5,PROVIDE HALF OF Tit NUMBER OF NAIL5 5MCIFIE17 WU4-51752,5 AffALItD TO 6x6 t7OLUA5-FIR P05f W/5PIx30 MICHOP DOLT PLACED c.ON SINIQ.E STORY CONKfVl1CTI0N,PANELS 511W_I"BE ATTALIfD TO POi TOM + + + + + + 1� PLATE5 A V TOP MEMPEP OF ff DOLOV f0P PLATE. AT EACH END OF 5TRAP. CUT 5MALL 5LOr IN FLOOD 5HFATHIN6 NV ATTACH 57AP fO BEFORE POLE.ATTACH TO FOAM WOW WITH APPLICAPLE ANCHOPMATE.U5E CNW I" C\ SEE&EENAIV LVL BEAM OP I W BLOCKING IN ET WEN TJI FLOOR J015f5 IN FLOOD FPAMIN1 ER NUT PETWEEN ANCHOR POIf AD I"THPEAmi?POD INTO HOI.DOWN, _ 1� d.ON TWO 510VY CON5TRI K,TION,UnV PAWL5 5HN"L M ATTACW1210lit COWCf MOCKIN16 fO f II J015f WEP5 WITH"412 FALLFcilr= OVIt7L ROOF PPFIER PER PLAN TOP HEMMER OF T4E LPPER DOLPI,E TOP PLATE AND TO BAND JOIST AT / PECKED FLOCKING IN TJI J015T WEP PER MAN,FALiI�R'S POTfOM OF PANEL.IME AffA(IWWOF VMV PANEL SHALL BE MADE TO PAND J015f AND I,Ohrl?ATTACHMENT MADE TO LOWE5f PLATE AT FIR5f FLOOD ALTERNATE:ATTACH OPP051NG RAFTER5 FRAMING. BELOW P112a BEAM OR RIDGE L30MP WTH 2 14 \ LEGEND CGLLAR TIE A5 SHOWN, PIDGE 5TPAP5 N0f Q e,HOPIZONITAL NAIL SPACING AT DOLMF TOP PLATF5,BAND JOISTS,AMJ PEOUIll?W fN 1151N6 A COLLAP it, GIPDEV5 5H&I,BE A DOLDLE POW OF 8D 5TALarED AT 5 INClt5 ON CENTER 51-EARWA l • lD 51-EA UALL 10ar t70WN MI P PE ORA1�SFEARWPLL, CON11NlE 1'I YW OVl AND BELOW S PER FIGUPE5 BELOW:WETICA AID HOPIZO r&NAILING FOV PA 1, OPEMNG 1WH NAILING ACCOMI NG TO SPECIFIED ALL TYi'E. O ATTACHMENT RAFTER TO TOP PLATE I ARWALL GRIDLINE --E - SItARWALL X K,X J OF KING AND JACK STUDS AT OPENINGS VEPrIGAL AND HO PIZONTAl NAILING FOR PANEL ATrA--HtlENT V PROFILE VIEW APA APA PORTAL WALL DETAIL (NOT TO SCALE) 00 WHEN T11/5 EDGE RE5T5 ON fVAI1/NGU5C8dNNLS41-6"oc. ROOFSIfATHING EDGE NAILING 1SUBSEME►nroionTT-100Fer1 unavl 2X MOCKING PLTWLEN DOUPLE TOP PLATE SrIEAT/1/NG PILLEK' PAFTEP5(NOTCH FOP OF REQUIRED) NO. REVISION/ISSUE DATE y VFNT�LA11ON IF PEOLIEFD, M/N.�"X Il l/4"11>=nDEP Oi'n5 SPLGIPI 2 4 ITFER fO AP01ITFCIWX mreN.RercR ro vuvrat a-errG neorR rf0_4reneNre) L5TA24 5riPAP w PLANS FOR MOFt INFOJ !INSIDE FACE OF WALL) - � u L 24 STRAP CIN5IDE FAGS OF N Q o Fn57-FN TOP PLATEro WALL) tPTO(2)Zn6 (2)-2x6 tTADERTO(2)-2x6 PROJECTADDRESS: >u 11EADEP Wlrl1(2)ROW5 OF l6d FASTEN 5/1EAT TO YIEADEI' 5/NKEK NNL5 Ar.�°O.G. � tL WIrl16d GOMMON OR ED FOR A PANEL SPLICE PDX Nlvt_�5 IN (IF NErPtO), 39 PANCrOrf M A5 5ftOWN AND GRl G.IN ALL EUGES f!ALL EEL 2x6 FRAMING W.PAP.NS1" ME,MA - FPAh1IN6 C5 D5,OLOCKING AND PLOGKED,AND j H25A(IN5rALl MOP TO "STPUGTUPAL SILL P. OGCU?WlrHIN?4"OF - - PLOCKING AND PLYWOOD PMJEL 5IIEATY!!NG EI6lfi OF WALL. - ------- DOLC%LE 2X TOP PLATE 5HEAIHING)ALTERNATE:H2A III BEAM —MIN.2"x2",�/,�'PLATEWA511EP NA/DWlrtfn�- E 5TI7D14HOLDOWN �---PANEL DON111LDL EDGE (�SHOIMJ ON PLAN) 5/NKEPS 14 FTnDI4 no ; ING '5i8'DNA.AAK,-HOP POLr ; ELEVATION VIEW EMPEDMENT) •. �I�� LLL V�TI �, 't C N POOF RAFTED M C K C N Z I E - 7AftOCKINGBFTWMFNI PER PLAN -MOMENT FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SC , ) ENGINEERING RlTERS(NOTCH FOP CONSULTANTS l0 0 VENiII.A110N IF�QUI�D. EDGE NNLNJJG LAE06T 2 v REFER TO APCHIECTLKAI CON57' _N N N07 tf PLITG/1 PLATE C!)STPCL�".li"W/CZ)LVL i�",ll�g" ° FLA15 FOE MOPF INFO,) >�fIN L PROVIDEPLATCAND 1279 MILLSTONE ROAD PRovIDE PLAre LD PASE PLATES rn vE>?rIGAL BREWSTER,MA 02631 I OMENT GONNEGTION. TVPE STEEL PO5T5, P05T5 TO u AND MOMENT , Q PnPeGnror?ro 774 353-2144 ° PPOVIDE DErNL GONNEGTION. PE ArrAGl1ED TO GONGRErE ) ; DOLME 2X TOP PLATE PR DETNL ROD WITlI 51MP50N SET EPDXY --- FRAMING MEl7PER5 \ FAPRIGAr O POO WVt ONWITl1(4_, TIiREADED DGE 1NTERMEDIArr ° Wl1-H IS"17IN.EMPEDMENT. H2.5A(INSfALI PRIOR TO Furcn PLATE(I)Srrn_ ir,W/(2)L "x I/A. - BLOCKING NV FLYWOOD t155 POST AS SPFGIFIED 2)COLUI'1N5 TO DE 5PUr AT PERM SFEAIHNG)ALTERNATE:H2A 2x 57-UD 1755 P05T A5 LOGArlON5 AND�/4"PLATES TO SPLGIPIED PE U5ED TO GONNEGT GOL.U17N5 E PLATE A5 SPECIFIED TO PEN-1 TO PROVIDE MOMENT GONNEGTION. � 0 o oPASS PLATE A5 ,)GONrRAGrORTO VEPIFY ALL o o o - SPEG/PIED D1MEN5/C)NSPRIORTO GON5TRUGTION.'J nin •' . ° PANEL •.'� 1; \ DOUPL-E AJAII-EDGE SPACING DFTAII_ P f . JOB#: 18-041 SHEET DATE: 08-13.2018 CS'' "'' SCALE: NONE