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Home My WebLink About0006 COMMERCE ROAD hoc I NW, wool v Q, WAN -own OM Iju NMI" I &MONA&-am- qQ IRan...........IWA -Tom Ima W,imp Imill* IZIA kf IIWho it Vt umm mgms"M gamma 00,to A&IMR IQ* !rm.Anzy-N-- IV; awl Toy WE-&wool, Town of Barnstable BU1lClln r , ."`:.' Post This.Cacei.So�That�t is UIs�ble"FromtFie:Street A _ ,roved„Plans Must heRetamed onlob and.;this CarduMust be Kept Poste16 d Until.F�nal Inspection Has Been Made �� £x ` ,, , Where a Certificateof Occu anc .ys,Re uiretlsuch Build�n hall Notbe Occupied until,a„F>€nal,lnspect>on hasfbeenrnade Ve Permit iljlt Permit No. B-18-1691 Applicant Name: REEF REALTY LTD. Approvals Date Issued: 06/20/2018 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 12/20/2018 Foundation: Teardown Ma Lot 301-015 Zoning District: SPLIT Sheathing. p/ g g: Location: 6 COMMERCE ROAD,BARNSTABLE h v Contractor Name. MATTHEW K TEAGUE Framing: 1 Owner on Record: TEAGUE EDWARD B III TR '' � � Cont r or Licensed 68-083445 2 Address: 115 MAIN STREET Est: Project Cost: $500,000.00 Chimney: YARMOUTH PORT, MA 02675 -`permit Fee: $2,675.00 Description: Demolish structure and rebild new 4 bedroom, bath residential Insulation: 3 Fee Pald:' $2,675.00 house Final: Date: 6/20/2018 Project Review Req: Needs stamp per R322.1.11 , r _ Ldls��crn 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. Rough Gas: All work authorized by this permit shall conform to the approved application and tle;approved construction documents-fo 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. Final Gas: �zE 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 work until the completion of the same. . Electrical n " The Certificate of Occupancy will not be issued until all applicable signatures by theBuildmg and Pere®officials are providedonthis permit. Service: Minimum of Five Call Inspections Required for All Construction Work: S1 1.Foundation or Footing '' � '-, Rough: 2.Sheathing Inspection 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: 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 Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT & qo TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map of Parcel e1 Application #R-1 U Health Division Date Issued. ✓ Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �r Project Street Address G C� _V;�> 4-m") Village Owner 45F�:> Y , �9QD Address US ! &JV S-T. ��►D�'�bQf3�;j" Telephone ._q 4. ADS Permit Request .� €.X 1� ,tom► -P--ycTv(2 + ' ytLA> Square feet: 1 st floor: existing proposed 11'�)0 2nd floor: existing proposed JRTotal nevQQ_05- sjP"r RS M,8 Zoning District Ri=- a, JFlood Plain Groundwater Overlay Project Valuation Construction Type_ Lot Size _e_A— / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family(# units) ,r,�d //� Age of Existing Structure Historic House: >A(Yes ❑ No On Old K ng's Highway: lives ❑ No f Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other a Basement Finished Area(sq.ft.) Basement Unfinished Area (.q.ft) Number of Baths: Full: existing_ new 3 Half: existing .-, nem q m Number of Bedrooms: J existing 4--41ew =, r; Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: V(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ®Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes U/No a,.Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ,,Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals/Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J No If yes, site plan review # Current Use ��S">E5 1AL- Proposed Use :P . a&w �_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number SDIs.39A, 2)OSO Address .O .^�aOC I�� License #O3 4 415' -�tJ^1 tS NA CAS Home Improvement Contractor# Email ��a Worker's Compensation # 13CJC7�' 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l SIGN DATE k FOR OFFICIAL USE ONLY - APPLICATION # ~ DATE ISSUED j MAP/ PARCEL NO. ` ADDRESS f VILLAGE OWNER - DATE OF INSP CTION: a�( con FOUNDATION g0�.�a��►�or� �^ f to•I� Qd,�O . FRAME Or% 10-)A_ly FA 4 INSULATIOP��1� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - =� GAS: ROUGH FINAL a FINAL BUILDING c�'� —t' t—I •• DATE CLOSED OUT ASSOCIATION PLAN NO. y °F`"ET°�ti Town of Barnstable .&MMSTABLF s Building Department-200 Main Street �$ 0 9. �0�q Hyannis, MA 02601 10TEn.MP'�s Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-1691 CO Issue Date: 3/15/2019 Parcel ID: 301-015 Zoning Classification: SPLIT Location: 6 COMMERCE ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: MATTHEW K TEAGUE Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: 4 Bedroom 3 Bath Single Family Home 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition I OWNER AUTHORIZATION FORM Statement of Ownership: I, Edward B. Teague. as Owner of the subject property, hereby authorize Reef Realty Ltd. to act on our behalf, in all matters relative to work authorized by this building permit application for: 6 Commerce Road Barnstable, MA 02630 Map 301, Parcel 015 Name of Authorized Agent/ Contractor: Reef Realty Ltd., dba REEF, Cape Cod's Home Builder Matthew K. Teague 24 School Street P.O. Box 186 West Dennis, MA 02670 Owner Signature Date Print Name �r Generated any REScheck-Web Software Compliance Certificate 1 Project 6 Commerce Way, Barnstable, MA . Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,240 ft2 Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6 Commerce Way Barnstable, MA Compliance: 4.1%Better Than Code Maximum UA: 318 Your UA: 305 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Perimeter Ceiling: Cathedral Ceiling (no attic) 1,360 40.0 0.0 0.026 35 Wall: Wood Frame, 16"o.c. 2,312 22.0 0.0 0.056 107 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 40 0.350 14 Orientation: Unspecified sliding Door: Glass Door(over 50%glazing) 40 0.320 13 Orientation: Unspecified Window: Wood Frame 330 0.300 99 Orientation: Unspecified Floor: All-Wood Joistlfruss 1,120 30.0 0.0 0.033 37 Compliance Statement. The proposedl 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 : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web 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 Verifietl erifi� Field ' �� ` & R q,lp Pre-Inspection/Plan$Revew Value Value Complies? &Comments%Assumptions 103.1, ;Construction drawings and - .. ,a❑Complies 103.2 i documentation demonstrate ❑Does Not [PR111 energy code compliance for:he (0j ;building envelope.Thermal ii, ❑Not Observable envelope represented on ❑Not Applicable I construction documents. AL 103.1, ;Construction drawings and ) . r, ❑Complies 103.2, i documentation demonstrate t ❑Does Not 403.7 I energy code compliance for ' " r [PR3]1 ;lighting and mechanical systems. ❑Not Observable i low ;Systems serving multiple ❑Not Applicable Idwelling units must demonstrate 14, ;compliance with the IECC ,: (Commercial Provisions. 302.11 'Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling I Manual J or other methods I Btu/hr Btu/hrg ❑Not Observable j approved by the code official. ;❑Not Applicable j 1 I i i 5 I 1 1 I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 2 of 9 Se cction a =ea # Foundation Inspection Complies?-- Comments/Assumptions. _ & Req.ID a 303.2.1 JA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below j grade. ;❑Not Observable ❑Not Applicable l 403.9- Snow-and ice-melting system controls ❑Complies [FO12]2 i installed. ;❑Does Not :[-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 3 of 9 I Section � # Framing /Rough-In Inspection Plans Verified Field Verified Com lies.. & Req.ID e Value Value ' p ' t Comments/Assumptions 402.1.1, ;Door U factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ' 3 ; :,❑Not Observable ❑Not Applicable 3 402.1.1, ;GlazingU-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable j [FR2]1 j❑Not Applicable J I i i I i I e 1 1 1 1 1 303.1.3 ;U-factors of fenestration products 41i ❑Complies [FR4]1 ;are determined in accordance „i ❑Does Not i with the NFRC test procedure or 4 ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier � ❑Complies [FR23]1 11 installed per manufacturer's ❑Does Not I instructions. � -' I.E]Not Observable j f AnI ❑Not Applicable 402.4.3 ;Fenestration that is not site built )❑Complies 3 l0 1 [FR20]1 ;is listed and labeled as meeting i ❑Does Not 3 �AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC < 400 that do not exceed code ❑Not Applicable ; 1 limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm " leakage at 75 Pa. iv 4A ❑Not Observable F k. ❑Not Applicable 403.3.1 ;Supply and return ducts in at=ics , ' ❑Complies [FR12]1 iinsulated >= R-8 where duct is •[`" ❑Does Not i>= 3 inches in diameter and >= R-6 where < 3 inches. Supply and (. ❑Not Observable ; return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ' ;for< 3 inches in diameter., 403.3.5 -Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not "D' ry i1r []Not Observable ; ❑Not Applicable 403.4 ,HVAC piping conveying fluids R- R- ❑Complies ; [FR17]2 {above 105°F or chilled fluids :❑Does Not I below 55°F are insulated to>_R- 3 13. ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC _ ❑Complies [FR24]1 'piping. y ❑Does Not ❑Not Observable r, �1 ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18)2 >_R-3. i ![]Does Not a ;❑Not Observable ❑Not Applicable 403.6 ?Automatic or gravity dampe-s are ' _ ❑Complies [FR19]� installed on all outdoor air ❑Does Not i intakes and exhausts. Not Observable 1 r 1 ❑Not Applicable 11 High Impac_ (Tier 1) 1 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 4 of 9 r Additional Comments/Assumptions: 11 High Impac_(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 5 of 9 Section Plans Verified� Field Verified �� t # Insulation Inspection Complies? Comments/Assumptions & Req.ID Value Value .. e 303.1 )All installed insulation is labeled _ ❑Complies [IN13]2 for the installed R-values ❑Does Not fl provided. ❑Not Observable ; ❑Not Applicable 402.1.1. ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [INl]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 fin substantial contact with the 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 l extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a,; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, "mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ( f requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 l Wall insulation is installed per f, t ❑Complies [IN4]1 manufacturer's instructions. a ❑Does Not '" s" []Not Observable 3 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 6 of 9 Section :,, r g Plans Verified,, Field-Verified # Final Inspection Provisions Value Value 'Complies? Comments/Assumptions Req.ID . ,G a _ 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, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable ; [FI1]1 ;❑Not Applicable a 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every 1300 ft2. []Not Observable i❑Not Applicable 402.2.3 ).Vented attics with air permeable �` Y �' ❑Complies ; [FI22]2 insulation include baffle adjacent 44 a, : ❑Does Not Ito soffit and eave vents that f ❑Not Observable extends over insulation. f.. w ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 !insulation >_R-value of the :❑Does Not :adjacent assembly. I :❑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 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 ❑Does Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in !❑Not Observable !tests,verification may need to ; ; ;❑Not Applicable ; Ioccur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 "determine air leakage with ft2 ft2 :❑Does Not leither: Rough-in test:Total leakage measured with a ,❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable I w.g. across the system including I ;the manufacturer's air handler enclosure if installed at time of ; ;test. Postconstruction test:Total I I I I leakage measured with a pressure differential of 0.1 inch 1w.g. across the entire system ;including the manufacturer's air I I I I :handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 'by manufacturer at<=2%of s. I❑Does Not I design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary _ ❑Does Not heating and cooling systems and F j initially set by manufacturer to _ ❑Not Observable ;code specifications. k ❑Not Applicable � Heat O1012 2 `on heat p pmpsrmostat installed k ❑Complies ❑Does Not ❑Not Observable ; F _ ❑Not Applicable 4035.1 Circulating service hot water a _ ❑Complies ; [FI11]2 _ ,systems have automatic or ,, . x❑Does Not accessible manual controls. _ f -]Not Observable ; ❑Not Applicable 1 I High Impact (Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 7 of 9 r Section _ .r � , �� 0 Plans Verified Field",Verified # Final Inspection Provisions Complies? Comments/Assumptions Req.1D Value Value . k � �. a �F 403.6.1 JAll mechanical ventilation system ❑Complies y; [FI25]2 !fans not part of tested and listed :'N "Al ❑Does Not HVAC equipment meet efficacy k sand airflow limits. ❑Not Observable ; ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ,[F126]2 through one-or two-pipe heating A, ❑Does Not a systems have outdoor setback . control to lower boiler water ❑Not Observable , temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ; []Complies [F128]2 I have a circulation pump.The ❑Does Not 1lsystem return pipe is a dedicated ` I return pipe or a cold water supply n ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable jsyphon circulation systems are I not present. Controls for _ . Icirculating hot water system pumps start the pump with signal , for hot water demand within the s 1 ,occupancy. Controls automatically turn off the pump when water is in circulation loop [ g is at set-point temperature and no demand o hot for o water exists. 403.5.1.2 J Electric heat trace systems ; z ❑Complies ; [F129]2 !comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically adjust the energy input to the _ s []Not Observable ]heat tracing to maintain the T ❑Not Applicable !desired water temperature in the piping. N' , ! 403.5.2 1 Water distribution systems that '" "" ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not J pump water from a heated water 10.,. ro d a supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a f ;demand recirculation water system. Pumps have controls !that manage operation of the pump and limit the temperature t< of the water entering the cold ; water piping to 1049F. � ; 403.5.4 Drain water heat recovery units �� ❑Complies [F931]2 tested in accordance with CS.A = ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one ` s ' or two showers. Potable water- side pressure loss of drain water ( heat recovery units < 2 psi for individual units connected to 1. m ;three or more showers. 404.1 175%of lamps in permanent ❑Complies o [FI6]1 ;fixtures or 75%of permanent ; ❑Does Not 3 ;fixtures have high efficacy lamps. ;Does not apply to low-voltage ° "� - ❑Not Observable ; lighting. ❑Not Applicable ; 404:1.1 Fuel gas lighting systems have ❑Complies ; [FIB]3 !no continuous pilot light. '• ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 8 of 9 "Section Plans Verified Field Verified # Final Inspection Provisions Value Value q.ID 41 Complies? Comments/Assumptions & Re 401.3 Compliance certificate posted. ` . ❑Complies [FI7']2 1 ❑Does Not ❑Not Observable " ❑Not Applicable 303.3 Manufacturer manuals for _ ❑Complies [FI18]3 i mechanical and water heating 3' ❑Does Not systems have been provided. : ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Imedium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: 6 Commerce Way, Barnstable, MA Report date: 05/24/18 Data filename: Page 9 of 9 �J( 2015 IECC [energy [efficiency Certificate Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.35 Heating System: Cooling System: Water Heater: Name: Date: Comments .0.8. DEPARTMENT OF HOMELAND.SECURITY OMB"No,1660-0008 Federal Emergency ManagementAgency Expiration Date:'Novem bet 30,'2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow thenstructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for.(1)community official,(2).insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: EDWAR.D B.TEAGUE,THIRD A2. Building Street Address(including Apt.,Unit,Suite,and/or:Bldg.No.)or,P.O.Route and Company NAIL Number: Box No. 6 COMMERCE ROAD City - State' ZIP Code BARNSTABLE Massachusetts 02630.' A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) ASSESSORS MAP 301,PARCEL 015 A4. cuiidrry Jsa`(z.g.,neaj�;entiQi,rJon-nesuieniiaE Addition,Accessory;etc) ..RES A5. Latitude/Longitude; Lat.41*42'26.73"N Long.76*l7'S2.68'W Horizontal Datum: ❑NAD 1927 .❑x NAD 1983 Ati. Altach;at lea st 2 photographs of the building'tf the Ce.rtificate:isbeing used to obtain flood insurance. A7. Building Diagram Number 9 A8. Fora building with:a crawlspace or enclosure(s): a) Square footage of craw►space or enclosure(s) 1;121 sq ft. Q r� t (_/ b) Number of permanent flood openings In the crawlspace or enclosure(s)within 1".0 foot above adfaoertt grade. 7 �. c) Total net area_of flood openings.in A8.b 112pp sq in d) Engineered.flood openings? x v 9 ❑Yes ❑ No A9. Fora building with an attached garage: L a) Square footage of attached garage sq ft co b) Number of permanent flood openings in the attached garage'within 1 0 foofabove adjacent grade v M c) Total net area of flood'openings in A9:b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION S—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION' S1. : ID!nmurr1 y R. M n r Fnmmu n'b 9_.r n '..mber ou tY Name BARNSTABLE BARNSTABLE Massachusetts B4.Map/Panel 85.Suffix 96. FIRM Index 1137.FIRM Panel B8.FloodZone(s) B9. Base Flood Elevation(s) Number Date Effective/ Zone AO,use Base Revised Date. lood Depth) 250010 0558 J 07/1.6/20.14 1:07/16/2014 AE 12.0 ' 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item'69: El FIS Profile ❑x'.FIRM ❑Community Determined ❑;Other/Source: B11. :Indicate elevation datum used for BFE in Item 139 ❑ NGVD 1929 ;0 NAVD 1986 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area,or Otherwise Protected Area(OPA)? ❑'Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Forni QMO-33(7/15) 'Replaces all previous editions. Form"Page 1 of 6 ' OMB No.-1660=0008 ELEVATION CERTIFICATE Expiration.Date:Novemb.00,.2018: IMPORTANT:.In these,spaces,copy th6 cgrresponding Information frdm,SectionA. =FOR INSURANCE'COMPANY.USE Building Stree(Address{iricluding Apt Unit;Suite;«antllort3ldg.No.)orP.O. Route and Box No. Policy Number 6 COMMERCE ROAD City State. ZIP Code Company NAIC Number BARNSTABLE Massachusetts 0263Q SECTION C-=BUILDING ELEVATION;INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑Build ng'Undet Construction* ❑x Finished Construction `A,new Elevation Certificate,will be required when construction of the building is complete: C2. Elevations-Zones Al—A30,AE,AH,;A(with BFE),VE,,V1 436,V(with BFE),AR,AR/A,AR/AE,AR/A1, A30,AR/AH AR/A„O. Complete Items C2;a—h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark'Utilized: LEICA GPS.UNIT VerticatDatum:NAVD 1988 Indicate elevation datum used forthe elevations in items a)through hybelow. ❑ NGVD 1029..❑x NAVD 1988 ❑-Other/Source: Datum used for building elevations must be the same as that.used for the BFE. Check the measurement used. I ) Top of bottom floor(including basement,crawlspace,orenclosure floor) 8:3. 'N feet ❑ meters. 'b) Top of Ahe next higherfloor 14.5 _ N'feet ❑ meters c) Bottom of the lowest horizontal structural;member(V Zones only) feet: ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) -Lowest elevation of machinery or equipment servicing the building .13..55 ❑x feet ❑ meters (Describe type of equipment and location:in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8.35 ❑x feet ❑ meters g) Highest adjacent(finished)grade next t6building(HAG) 8.45 feet ❑ meters h) :Lowest adjacent grade at lowest elevation of deck or stairs,including 8.6 N feet ❑ meters structural support,. SECTION D—SURVEYOR,ENGINEER,OR.ARCHITECT CERTIFICATION This certification is to be signed.and sealed by a land surveyor,engineer,or architect authorized by to certify elevation information: l certify that the.information on this Certif<cate represents my best efforts to interpret the data available.I understand that any'false statement may be punishable by fine or irrmprisonment under 18 U.S. Code,Section`1001. Were Latitude and longitude in Section A provided by a Iicensed land surveyor? ❑Yes ❑x No ❑Check'here if attachments. Certifiees Name License'Number JOHN M.OREILLY _ 46733 ��A OF Title P.L.S.�Py s IOHN AR. Company Name tp')11 gw n`4 p y�� Sat ci J.M.0"RE�LL{i a ASSC.:.1NC.. Address N , OITi A�, �t4'. 1573 MAIN STREET O�✓��. IVPt F . City State ZIP Code - w BREWSTER Massachusetts 02631 ' Signature Date Telephone 12/28/2018 (508).896-6601 Copy all pages o is Elevation Certificate n all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),ff applicable} AN AIR CONDITIONING UNITIS LOCATED ON AN ELEVATED DECK OUTSIDE THE HOUSE: FEMA Form 086-043(7/15) Replaces all previous editions. Form Page 2 of 6 -OMB No..1660-0068 ELEVATION CERTIFICATE Expiration Date:November 30,.2018 IMPORTANT:Inthesetpaces,copy"the"corresponding Information from Section A. FMINSURANCE COMPANY USE Building:Street Address(includ'ing_Apt., Unit,Suite,and/or Bldg.No)or P.O.;Route and Box No. Policy Number; 6 COMMERCE ROAD City State ZIP Code: Company NAIL Number BARNSTABLE Massachusetts 02630 SECTION.E—BUILDING;ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO,AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Ite.ms;E1=E5.If.the Certificate is intended to support a IOMA br;LOMR.-F request, complete.Sections A,Band C.For Items E1—E4,use natural,grade,if available. su Check the mearement used.In Puerto.Rico;only, enter meters. E1.. Provide elevation information for the#ollowirig and check the appropriate:boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG):_ a)_ Top of bottom floor'(ineluding basement, crawlspace,or enclosure)is ❑feet ❑meters ❑-above or ❑below the HAG.. b) Top of bottom floor.(mcluding basement; crawlspace,or enclosure)is ❑:feet ❑meters ❑above or ❑below the LAG. E2. For:Building-Diagrams 6-0 with permanent flood openings provided in Section A;Items 8-and/of 9(see pages 1.-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below-the HAG. E3. Attached garage(top of slab)is - ❑feet ❑meters. ❑above or ❑below he'HAG. E4. Top of platform of machinery and/or equipment servicing the building is. ❑feet ❑meters ❑above or❑.below the HAG. E5. Zone AO only:If no flood depth number is available,Is the top of the bottom floor elevated in accordance with the;community's; 'floodplain management ordinance? ❑ Yes: ❑ No ❑U.nknown. 'The local official mustcertify this information in Section G. SECTION F PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION. The property,owner or owner's authorized representative who completes Sections A;:B,and.E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO mustsign here.The statements in Sections A,B,and E are correct to the best of rn knowledge.. Property Owner orOwnees Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check-here if attachments. FEMA Form 066-0733(7/15) Repla ces all.;previous editions. Form Page 3 of 6 B o ., :OM N ...1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from,Section A. : FOR INSURANCE COMPANY USE . Building Street Address(including Apt., Vnit,Suite,and/or Bidg.No.)or P.O:Route and Box No. :Policy Number: 6 COMMERCE:ROAD City State ZIP Code Company NAIC'Number BARNSTABLE Massachusetts: 026317 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized':by law or ordinance to administer the community's-floodplain management.ordinance tan complete Sections A, B;C(.or E),and G of this Elevation Certificate.Complete:the applicable items)and sign below.Check ttie measurement used in ttern$W8 G10,In'Puerto Rico only,-enter meters. G1. ❑ The information in Section C was taken from other documentation:that has been signed and sealed by,a licensed surveyor, engineer;or architect who is authorized by law to certify.elevation information.(Indicate-the source and date of the-elevation :data in the,Comments area belaw) G2 ❑ A community official completed Section E for a building located in Zone A;(without a`FEMA-issued or community-issued BFE) or Zone'AO. G3. ❑ The following.inforrnation(Items,G4-61.0)is provided far community floodplain managemzmt purposes: G4.. Permit Number 135. Date'Permit Issued; 06. Date Certificate of Compliance/Occupancy Issued GZ. This,perinit has been Issued for: ❑New:Construction❑ Substantial Improvement G8. Elevation of as-built lowest floor(in.cluding basement) of the building: ❑feet ❑ meters -Datum 09. BFE or(in Zone AO)depth of flooding at the building site ❑ feet ❑ metets Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum . Local Official's Name The Community Name Telephone Signature Date 'Comments(including:type of equipment and location,per C2(e),if applicable) I ❑ Check here if attachments. FEMA Form 086-0-33(7/15j Replaces all previous editions. Form Page,4 of 6 BUILDING PHOTOGRRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE :See Instructions for Item A6. Expiration Date.November 30,2018 IMPORTANT:In hese-spaces,copy.the corresponding tnformatlon from Section A. FOR INSURANCE COMPANY U SE Building Street Address(including:Apt U&J Suite,and/or Bldg."No.):or P.O.,:Route and Box No. Policy Number: 6 COMMERCE:ROAD City State ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630 . if using the Elevation Certificate to' obtain NFIP flood Insurance, affix at least,.;2 building photographs below according to the instructions foratem A6. Identify all photographs with date:taken;:'Front Vievr"and"Rear View';and,if required,"Right Side View and "Left Side View.",When applicable, phot©graphs must show the foundation with representative examples of the flood openings ror vents,,as indicated n Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. M Pfioio One ,'Photo One Caption FRONT/LEFT SIDE OFTHE HOUSE > � MINN.,, NU laz 4.: .fit I :Photo Two Photo Two Caption:REAR OF't HE HOUSE FEMA.:Form 086-043(7/15) Replaces all previous editions. Form,Page:S:of 6 BUILDING PHOTOGRAPHS ELEVATION'.CERTIFICATE Continuation Page E pir tion Da a November.3o,2018. IMPORTANT:In these spaces,copy.the corresponding;Information from Sectlon A. _ 'FOR INSURANCE COMPANY USE Building Street Address{including Apt.;Unit,Sutte,.and/or Bid g Nor,P.O.Route and Box tVor Policy Number: 6-COMMERCE ROAD city State ZIP Code Company NAIC:Number BARNSTABLE Massachusetts 02630 If submitting more photographs than will fit on the preceding page,affix the additional photographs below:_Identify all photographs with: date taken; "Front View" and. "Rear View".; and, if required, 'Right Side Vier' and "Left Side View." :When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. g r� y `�—+iti.., .'T•m KKN:£ ..^.-.. .� �tu�iwJ�ti 4 a...,�.�,k ''+n §� x ( *k.. �4. fit � t :,may I, Photo One Photo One Caption 'RIGHT SIDE OF THE HOUSE WITH ELEVATED A.C.UNIT ... a".,�,�„'s'•+*b.,y„ ��t+w,�"a,,,^'NFL. ��'.* a V PholoTwo Photo Two Caption FLOOD OPENING FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 a o ® CAPE COD'S HOME BUILDER o October 29 2018 Town of Barnstable Building Department,Attn: Ed Bowers 200 Main St Hyannis, MA 02601 RE: 6 Commerce Rd., Barnstable, Permit#B-18-1691 Dear Ed, Please find enclosed the R-value certification for the closed cell foam installed at 6 Commerce Rd., Barnstable. Please feel free to contact me with any questions at 508-258-7067. Sincerely, eew eague dent Ltd. 24 School Street PO Box 186 •West Dennis, MA 02670 • t.: 508.394.3090 • 800.346.4059 • f: 508.760.1406 ©©©ion• ovv• • o • ovfloo ti�+ w s. A Q iL s z } ComPa1iY Nal-ne 1 ' �. Phone NuiEi2i r�ber - - �� lf'stallation Date.; I Ja�,sY ,� t dd,ess "I— �`�C�rrllit NUm 4 A-Sicle Lot #'s ti Q-Side L. •rlpy r w walls r _ 1 Attic • L }} C \ ��ti Diu j,.•�`.•.'�`.`.- i~ �j' u;�wu,�.'tM�y�*XcT_a)L��i";)Y�.•.a4yh�j�;y°i:_i 4 - A7 0 K GDLkFaryU(r s� 1-1060Ok" is a two component,closed Cell,spray applied,rigid polyurothane foam system,This prpduct uses recycled plastic materials,rapidly renewable soy oils,and the blowing agent has zero ozone depleting potential,Fleatlok complies with the Intent of the International Codo COuncil's residential and commel•Clol building cedes and is Commonly used as a thermal insulation,air bar'r'lor,vapor rotarder and water resistive barrier in above grade,below grade,interior and exter-i01'applications, ASTM D 1622 Density 2,1 Ib/Ft? -� 33.6 k_g/r l' ASTM C S16 Aged tiermal Resistance(R-vbluP tcW i Inch) "--- See ESR 3Z10,Table 1 for additional R-value information 7.d fC'h"F/13TL) 1,S!<m=/W ASTM E 283 Air�eak6ge Q�75 Pa(7a 1' • c 0.02 l-/sm= ASTM E 217�3 _ Air Permeance @ 75 Pa(-)1,, --- 0.02 L/smZ r I ASTM E 96 Water Vapor Permeanae O 1.2" Qualifies as,)Class II vapor barrier per IOC Section 202 Eps .57,2 ng/Pa•s-in` ASTM D 1621 Compressive Strength l98 kPa ASTM D 1623 'Tensile Strength 31q I<Pa ASTM D 2126 dimensional Stability @ 156°F(70°C)97%R,H, � (%volume change) (166 Ill's,sample without any substrate) L/W/T _ _ -1.37/-0.42/+0.27 CA Soec 01350 LVOC Emissions Standard Compliant W ASTM C 1338 FkrnVi Resistance -- -- - No fungal growth ASTM D 2,856 Closed Cell Content - - 90% surface Burning Characteristics,4"thick Class I ASTM E 84 Flame Spread Index Smoke Developed 2 _ 0 Ignition Barrier-Compliant with 2006,2009 2012 IBC and IRC,and)CC-ES AC;••377 - N` PA 28(5 Appendix X.for use in at and crawl 5POCe5 without a proscriptive ignition barrier,thermal Pass barrier or intumescent coating. IVFPA 286 Thermal Barrier- Compliant with the 2006,2009&2012 IBC and IRC,as an interior finish without a 1S minute thermal barrier with 4la4elok`TB)(at 11 mils dry film thickness. Pass ASTM p`1g_9 Idni'ion Properties on ignition temperature) 932°F(,00°C) FF' n1aining Recycled and Renewable Content - <109G ontent 13.59 _ er Recycled Content er Recycled Content In Progress d Content In Progress ~ ��•- fn Progress Cream Time Gel Time Tack Free Time End of Rise 0-1 seconds 2 -4 Seconds- secon 5 r Seconds 4- 6 seconds 5315 F L*)jYwQn SE"11M.ArlingWn,'r'y, %boll Ohnn,?(all)6-I0-4900,Toll Free!(V7)336-4bS2 Hedrlc*1•00micil Udie$h..'.ri eau(817)e33-2000,Inf0iODem,11-C,com,www.Ocrnilec.corn Lnr:,R?wa5ion 5.5.15 POW.1 of 2 n III` MAP INSTALLED BU11 131NG PRODUCTS PO Box 1309 SAGAMORE BEACI-I, MA 02562 INSULATION CERTIFICATION-PER IECC 30 3 j,j i BATI'�NS ULATI ON Exterl r walls• 1`ype: r lq- .�Manufac"irer: I Eutel'idr wags (Other); C/4,d . Type: -Manufact,r ' I Interiprl Wails/Sfr+irvvZ+ll: T1'pn;�.,I.'�='r�ir,� ��--,,.,..__ARanufaeturer' ,�.l��t':1,.IY R•Valtrr':_.�� .. �ii+�- type: ny r �t Manufacturer: I /�L! C=Ga�(rF� M,•r R,V,1IUe:_ 'r� „_ O NJ Z• Y_CC��TI «FltwcCilibgs,,: rrG.ltr CJ- _�V7 s t Type:— w-" Manufacturer: / i r Sloped C�:ilings; Type: Manufacturer: .w'+.r R-Value: BLOV'JN I SULATION FIRERGtA55 OR CEf,LULOSF I Exterior 1 Ns: Type; Manufacturer; Installed thicicnes;:i verr3'I•!}I�Ckl�t:ss:__. Settled R-Value: —_Installed dens it,,:-_ -- -�� o Coverage�frCa; � Number of I -- Fat Ceiling`; T 'rype; . - I _M c s anufacturer: (n5tvlled thickris: _ Settled Thit}I c� pss; ,� _Settled R-Value; , lnstalled density; Coverage Area: Number of I ' Sher;Or`ilir�ies: Type.. i ��ManufaGturer: Installed thickness; Settled 7hicic1nosy;' _ Settled R-Value:_ Installed density:` - Coverage;Ar6a: Number of L3ags: - ��: A B r'._.. Y Date,Frrr MAP Installed Bv;ldin roducts f Town of,Barnstable . "WN CIE'.K 'Old.Kings Highway Historic District Committee: Al i;APR DECISION Wednesday;A1. pril 63.Opm The;-Barnstable.Committee of the Old King's Highway Histonc.Dstrict Committee; actingin;accordance with'the Old King's�HighwayRegional=Historic District Act, Chapter.:470,,.Acts;;of 1973,as amended;has held a hearing and made determinations=on the'followmg applications: APPLICATIONS ' : le,Ma 37Anthn6 Twckenham Co arns#ab PacelJohnson,Linda&DeLane, o , .'062 Construct 52'X52'4etached=garage ***Certificate of Appropriateness Approved as:Subtnitted*** Zoto George&Saundra,°10 widgeon Lane,.-West Barnstable,Map 132;ParceY028 Install,44 Panosonic,all black solar modules on the front elevations ***Certificate of Appropriateness Approved as Submitted*** Massachusetts AudubonSocety,340 Bone Hill Road,Barnstable,Map 337,1?arce1:016 Install 18"X24"sign1or:harbor access x ***.Certificate of Apprgpraateriess Approved as Submitted*** Gary,Thomas,340 Cedar Street,West Barnstable,;Map 013;Parcei,002 Addcupola/weathervane.to garage roof ***Certificate of Appropriateness Approved as;SuUmitted**" Devine,Joan&Joseph,Trustees,58 Governor's Way,Barnstable;Map 258;Parce1058 Add deck&porch to front elevation ***Certificate of Appropriateness Approved.as Submitted*** Demolition-Teague,Edward B IIL,Trustee,6 Commerce Road,Barnstable;Map 3Q1,Parcel 015, n,r . Demolish home,two sheds,and fencin damaged by storm) g� **Certificate of Appropriateness'Approved as:Submitted ** Salazar,Paul&:De,borah;1549 Mau►.Street;West Barnstable,Map 197;Parce1:007; Install 15,'natural wood,;privacy fence on sides and'rear'per meter;approximately 5 feet from the s property line z ***Certificate of Approprrat d*** 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 BarnstableTown Clerk., expre e fomhf anbpermitAll certca ewilfs l issued for the work; whichever a dtiion date shall be`later. The committee »iay renew any certificate for one;. . . . datladditionadyear,prov f renewalisreceiveeast 3Q hne s daysprior to the;expiracfon:date: Date:4ri15,201&. TOWN OF BARNSTABLE' OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at 301/015 6 Commerce Road Map/Parcel Number Street Barnstable Village Only minor changes may be,approved.by, the Committee without anew application and a hearing. Minor changes include things like moving a single window or door or:a minor change-of color.. All changes by amendmentrequire the.Committee's;written approval.. A request,for change must be subiriitted"to the Committee in wiiting, Approval;must be obtained before incorporating the change into the project: For more than one-revision to approved plans, .a new application fora 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 `HE.ABOVE:STAIIMENg'S � 1 Signed:.. ��-- Date weer/Contractor/Agent ry :Signed: . 'PaulRirhard,. air,Old-King'.s'Highway Town of Barnstable,Planning&Development Deparknnen Old Kings Highway Hest®r c I�isttk :Co e 200 Maui Street,Hyannis,Massachusetts 02601 + Phone 508 802A787 Email erui166an«towii.batnstable. a.us APPLICATION,CtktWiCATE OF APPROPRIATE0k !G& DEVELOPMENT DEMOLITION OR RELOCATION OF:A BubiivG oRaTRT = (including parhal.demolit ons of buildings,structures;outbuildings,stonefvalls,ete. Application'is hereby made with four(4)complete.sets,for:the issuance of a Certificafe.of Appropriateness undcr.Sectioii 6 bf Chapter 470, Acts aad Resolves of IVlassachusctts,1973,`forproposed wo k as described below and_on-plans,drawings,or photographs accompanying this application: Dater Address of Proposed work Assessors Mona #,:..✓ate � . House# Street w1�i1 dG IIL Village: ZI<I5 7A RZI 5 14) Demolition of quse 0 part of house ❑Garage barn ❑stable 0 commercial stone wallother Description of Proposed Work: 7 jrjd �S Piease_contplete ht following itrfortnatio Square footage of footprint of building(s)to be,demolshed Building Square footage of total floor area of bulding(s);to be demolished Building 2: Owner(please print): 771 f�j Tel# r .' � �_�3 Owner's mailing address: . . ;. 75 Signature of 0w0r ons' ist b rt y the owner,or_evulence ojaumprgy to act fvr tke owner subniit;ed l Agent/Contractor(please print): 7'l Lc� Tel Address: Pam, Signature of Contractor/Agent: If application is for removal to:a Brent loca"ton,state w re Note: A separate Certificate ofApproprtateness is reg ured for:a relocatio►i of a building or slrttctur`e vitld:the Bar>astable Old Rings#giewOy Historic District Cheer� .p Application for;Certificate of Appropriateness for Demolition or:Removal,4 copies b Site plan,:'4 copies; Photographs of all elevations of building(s),outbuildings)or stone walls being;demolished. ❑ $120 application fee,made payable to.IN Town°of Barnstable u $17.25.Legal Ad fee ade payable to the Barnstable Patriot C� st o$t$ ps(wntact OKH Admen for count) 't For Committee Us Only This Certificate is hereby APPROVED/DEMED Date; A Committee m- bvip" atures Town of oatnstable Old King's Highway Committee Conditions of approval OKff Demolition 2017.dde ' i... y�..t'�N} .:'�.� I ,� �`��m '� �1"'� �d' ��'\�aill��,��y p�q1 8t y' ��3_. ...,.•�+.-•..�'a_`..-.-�-_•.�.+�`. ��---�",. it m • .ct Lv!0.Tlq iG �F'4 .'.�� a''��WIT 0I - v D _ . 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Zone:BANK 74 .01 as 7.7 / �o'✓1 ME Sewer_I 8°Asbestos (Pub waRCE RD�D =e he meet _ r Y 4p�'lvdel s C°a5taLBank © s+ '5 SERVED / Edge o alt Marsh I WATER 9 .! V 5EWER o Ap X aE14 LOid TO e Be Field Ve fnledj �g�aer� pLgNNING&DEVELOPMENT Al r Maraspin Creek: RIVER 0 4.0 CO 3 SCALE,1 =20' •-K+ •M. '�'�""" '°�'' ''""" ' G.VWjobslReeFfeague\B337exi3tmg.dwg • '' Legend t G Parcels 01018 Town Boundary Railroad Tracks 40106500 + Buildings #29 ' `r -- Painted Lines Parking Lots U Paved F:. Unpaved a# 37 i i #286 i +� ::'.;::' ::•. ~ Driveways t �� "., ,w" '�`^c o i t w ' r _ ++ 3'� �1 :'? •, 0 Paved Unpaved Roads 0 Paved Road Unpaved Road Bridge 7 -, •1 ,� 13 Paved Median 1 +rr Streams Marsh 13 Water Bodies 0-0375 ft ,.r 0T01if t #°6 301016 'E .{ j 14 e010d7 f Omdf er , 1 #. ya.conma Map printed on: 3/14/2018 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,H}annis,MA 02l 0 42 83 0 an on-the-ground survey.It maybe generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx. Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us Do•_: 1r2.34r901 11-08-2013 10:08 Ctf4w-:201966 BARNSTABLE LAND COURT REGISTRY DEED I,Edward B.Teague III,of 115 Main Street, Yarmouthport MA 02675 for consideration of less than One Hundred Dollars($100.00) ,M (IT mrq,N 'rT0-�C-et, yjI/&voorapo-,r- mP grant to myself,Edward B.Teague III,Trustee of The Four Teague Trust under 4,2-075 an agreement and declaration of trust dated December 5, 2008 being Document No. 1,102,413 on Title Certificate 187484 with Quitclaim Covenants, the land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: LOT 173 LOT 174 LAND COURT PLAN 17933-A,Sheet 1 Subject to Mortgage to Mortgage Master, Inc. dated August 11, 2008 and recorded as Document No. 1,095,771 on Title Certificate 186656. Subject to and together with all rights,easements,restrictions,and encumbrances of record. Grantor and his spouse, Kathleen J. Teague,hereby waive all rights of homestead in the premises. Address of locus: 6 Commerce Road,Barnstable,MA 02630 For title of the grantor see Certificate of Title 200465 Janus J.Higgins Attuntry at Law 1420 Route GA P.O.Box 342 East Dennis MA 02641 I Witness my hand and seal this day of November,2013 c_ Edward B. Teagu III Katlzfeefi J. Tea e Commonwe th of Massachusetts Barnstable, ss November 7 , 2013 Then personally appeared the above named Edward B. Teague III and Kathleen J. Teague,proved to me through satisfactory evidence of identification and known to me to be the persons whose names are signed above, and acknowledged to me that they signed it voluntarily for its stated purpose. J es Higgins, yJ. icrM 8 My commission expires: 2/28/2014 a+ � �aii+ tiZ Ire James J.Higgins Attorney at Law 1420 Route 6A P.O.Sox 342 Fast Dennis 7.1A 022641 gARNSTABLE REGISTRY OF DEEDS 14 DWD ENGINEERING, INC. BarnstableBld€. Dept. 5 MICHAEL ROAD EAST BRIDGEWATER, MA 02333 Approved by: (508)378.9602 r domdean@aol.com Permit #: ^� 10,�_e 6 Commerce Way-Barnstable, MA . For wind analysis the structure being reviewed is a two story wood(roof pitch=7/12) framed building and is considered exposure C because of its exposure to the wind.The footprint of the building is 26"x40% Wood Frame Construction Manual (2015 Edition) 140 MPH (3-second gust) Prescriptive Design-Exposure C Table 3.213 Bottom Plate to Foundation Connections (Anchor Bolts) Resisting Lateral and Shear Loads from Wind 5/8"diameter anchor bolts-Maximum anchor bolt spacing=48" CONTROLS Table 3.2C Bottom Plate to Foundation Connections (Anchor Bolts) Resisting Uplift Loads from Wind 5/8" diameter anchor bolts-Maximum anchor bolt spacing=42" Note: One anchor bolt shall be located within 12"of all building corners except where holdowns are present. Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Requirements Rafter/Ceiling Joist Spacing=16" (3)8d common or 10d box nails required in Wall Height=8' each rafter and/or ceiling joist to top plate connection Table 3.46 Shear Walls Resisting Uplift and Shear Minimum sheathing thickness=7/16" Nailing=8d common nails @6" panel edge spacing and 12" Maximum roof span=26' field edge spacing. Top and bottom panel nailing requirements-2 rows NOTE: Plywood must span vertically between floors or provide solid blocking at horizontal joints. This is required in order for the segmented shear walls requirements to apply. In addition, the top and bottom of the panels shall have 2 rows of nails. Table 3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Load Required 16d common or 40d box nails (2) nails per stud to plate connection Table 3.6 Ridge Connection Requirements for Wind r` Roof pitch=7/12 Roof Span=26' (5)8d common or 10d box nails-each eni1-1/4"x20 ga strap Required capacity=308# 2x collar tie w/(5) 10d common op-6d box ifals&a end. Table 3.7 Header Connection Requirements for Wind a t' ell_'";l Roof span=26' Header span=3' U=565# L=357# (4) 16d commanails (supporting roof only-highest loads) Table 3.8 Window Sill Plate Connection Requirements for Wind Window sill span=3' L=357# (2) 16d common nails Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Rafter slope=7/12 Ground snow load=30 psf (3) 16d common or 40d box nails Roof span=26' Rafter spacing=16" I - Table 3.10 Roof Sheathing Attachment Requirement for Wind Loads Interior Zone Rafter Spacing=.16" Panel Edges-8d common or 10d box @ 6"oc Intermediate Supports-8d common or 10d box @ 12" oc Perimeter Edge Zone (within 4 feet either side of peak Panel Edges-8d common or 10d box @ 6"oc And perimeter edges) Intermediate Supports-8d common or 10d box @ 6"oc Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Loads Interior Zone Stud Spacing=16" Panel Edges-8d common or 10d box @ 6"oc Intermediate Supports-8d common or 10d box @ 12 oc Perimeter Edge Zone (within 4 feet of corners) Panel Edges-8d common or 10d box @ 6"oc Intermediate Supports-8d common or 10d box @ 12" oc Table 3.12A Roof Sheathing Requirements for Wind Loads Rafter Spacing=16" 3/8" (long dimension across 3 or more supports) Table 3.13A Wall Sheathing Requirements for Wind Loads Stud spacing=16" 3/8"(long dimension across 3 or more supports) Table 3.15 Minimum Attic Floor/Ceiling Length When Bracing Gable Endwall for Wind Loads (Gypsum) Roof span=26' Roof pitch=7/`d2 Length required=26 feet/Length provided=40 feet Table 3.16A3 Roof Diaphragm Limits for Wind Maximum Top Plate to Ridge Height=7' Roof Diaphragm Required (11' minimum/51' maximum) Roof Diaphragm Width=26' Roof Diaphragm Provided=26' Table 3.16E Floor Diaphragm Limits for Wind Wall Height=8' Floor Diaphragm Required (10' minimum/64' maximum) Floor Diaphragm Width 26' Floor Diaphragm Provided=26' Table 3.17A Segmented Shearwall Sheathing Requirements for Wind (Perpendicular to Dimension) L Dimension=40' Roof and ceiling 10.5 required 17.0' provided B Dimension=26' Roof and ceiling 6.95' required 19.0' provided L Dimension=40' Roof, :veiling, and floor 21.0' required 13' provided (NG-See attached sheet) B Dimension=26' Roof, ceiling, and floor 13.6' required 23' provided NOTE: Plywood must span vertically between floors or solid blocking must be provided at all horizontal joints. Table 3.21 Top Plate Splice Requirements Building dimension=40' Minimum splice length=7'w/(16) 16d nails (2) nails spaced at 6"on center-each side of splice Building dimension=26' Minimum splice length=4.5'w/(10) 16d nails (2) nails spaced at 6"on center-each side of splice Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads Stud Spacing=16" Header span=3' (1)jack stud required-(1) king stud required Il �. . /y1IhwA1 / 11l1 1_[.tl,#�( ! / / /__.WI_.!i�� V,�1_-ill �a�!'r � � JOB—((/ '( t i • DWD ENGINEERING, INC. SHEET NO. OF 5 Michael Road 1� �- [d') EAST BRIDGEWATER, MA 02333 CALCULATED BY 'l-. DATE `° 2 (508) 378-9602 CHECKED BY DATE SCALE : Ito, 10-2/0 i 'c i!LU_t��1 1 I n✓ i. IST , ! i � — � i I !.�!�—[ � � k j � �`t��P til--�---{V i•� FI k[��i� �r y;t { k i k i 3 ' i j ! ' ...i,. i ` (�-.___.T_._._._.•__..—_.�_— i l i {{ I — 4 ! r¢/( . 6011 ;ryi f i i " )1� �/��Jy �]{{{••///--- 9��f{! `tj�� `y( ,:[//}�' � � i[ 1� (! —�--.._..t i ' t ' ` i i —i.-____._�._—._. _—_1 I � , �• 1t( V1J� it 1 /f�F� i S i ' ? [ I_ IF — I' 1 --3—F— I { I i ' i F { 3 i 1 3 [ i = i i k i I [ i O�i aOAifraii•✓w.WIG ; 3 : }-- `--i ---i— i i } 1 F j k 0, ; ST},UCT►JRAL; I.. �i--P _ Of. t_._...- --- -- i _41 F i ;� t1 r ,`% V r; E' s' -��t '—=-- ---' ► oNA4E�' ? ? i I ! l-II, G. PRODUCT 7Jd•I IS'rr,4 Sr'tSl"Y'1 fPrYst! JOB DWD ENGINEERING, INC. SHEET NO. OF 5 Michael Road Vol) EAST BRIDGEWATER, MA 02333 CALCULATED BY DATE (508) 378.9602 CHECKED BY DATE SCALE vp io L) V-1 4 Ale, -.4 01 —Vf c t—lbl-Ii. Owl it"s . .......... DOOM 4- 10.,40621 ION t L -iml NMI YN r— 7 F T E MEMBER REPORT Second Floor,Copy of Joists PASSED 1 piece(s) 9 1/2"THO 210 @ 16" OC Overall Length:28' - - r 74' 'f{ 14' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal, � �"-r•i :iS_:i ;.;. :I�•F:... De'si n Results: .i(ctoai` i«avori'i i' '%Allowed:i5",'gesul't.l;-_::.- �.:,IDF,:;Load:Combinadan Pattsin • System:Floor fd (. ) Member Reaction(Ibs) 1181 @ 14' 2565(5.25') Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 549 @ 14'3" 1463 Passed(38%) 1.00 1.0 D+1.0 L(Ail Spans) Building Use:Residential Moment(Ft-lbs) -1609 @ 14' 3000 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0,153 @ 6'9 3/4" 0.454 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans). Design Methodology:ASD Total Load Deli.(In) 0.183 @ 6'8 3/8" 0.681 Passed(L/895) 1.0 0+1.0 L(Alt Spans) T]-Pro'"Rating 42 40 Passed Deflection criteria:U.(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'1"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at VT o/c unless detailed otherwise. •A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"Panel(24"Span Rating)that Is glued and nailed down, Additional considerations for the Tl-Pro*"Rating Include:None it j Bearin i n tit'',` = loadsbo'Sii orts Ibs =°r:ar j;.: sr. 9: +-Total,.: :Available' -'Re aired.': '.'t)eail:: a:.. . i:7ota1"�IA ccessories ve 1-Plate on concrete-SYP 5.50, 4.25" 1.75" 88. 3381.40 426/-40 1 I/4'Rim Board 2-Beam-SPF 6.00" 6.00' 3.50" 273 908 1181 None 3-Plate on concrete-SYP 5.50, 4.25' 1.75' 88 338/-40 426/-40 1 114'Rim Board •Rim Board Is assumed to carry all loads applied directly above It,bypassing the member being designed. Dead;:"�: `Floor Uve ' - I.OdCffi, 'LocatiortSirle,. _5 acin•` 0.90 1.00 Commentso.!;..:''rJ" 1-Uniform(PSF) 0 to 28, 16' 12.0 40.0 first floor We raeuserNDtes yeh } 5U5TA1NABIF FORESTRY INiT1ATNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. !'Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are thlyd•party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to wvnv,weyerhaeuser.conVwoodproduets/document Ilhrary. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator ► N OF t4,% r� DOMENIC W yN� DIOGELO o STRUCTURAL 6 ► " tio.35062 s FGIs P� Forte Software Operator Job Notes 5/26/2018 7A7:24 AM Domenic DeAngelo 6 Commerce way Forte v5:3,Design Engine:V7.0.0.5 DWD Engineering,Inc. Barnstable,tAA 11-001.4te (508)378.9602 18-200 domdeai@aol.com Page 1 of 1 Ed F 0 R T MEMBER REPORT First Floor, 191-Main Girder PASSED 4 piece(s) 2 x 12 Spruce-Pine-Fir No..1 J No. 2 Overall Length:39'4" _--_-........... -_-------__-- 0 o a a a o © a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. d.ra';v• ..;.Actual Locaaon!•,; .`Allowed Result •`;,,'ir "1 DF Load. omlirnatlori(Pattern) ,;I; ; y;`1: System:floor Member Reaction()bs) 12575 @ 6'2" 127SO(5.00") Passed(99%) 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(ibs) 4448 @ 5'1/4" 6075 Passed(73%) 1,00 1.0 D+1.0 L(AdJ Spans) Building Use:Residential Moment(Ft-Ibs) -7288 @ 6'2" g229 Passed(79%) 1.00 1.0 D+1.0 L(AdJ Spans) Building Code:18C 2015 Live Load Deft.(In) 0,028 @ 3'5/8" 0.199 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology.ASD Total Load Defy.(in) 0.034 @ 3'1/16" 01298 1 Passed(1)999+)1 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L1360)and TL(LI240). •Top Edge Bracing(Lu):Top compression edge must be braced at 23'1"o/c unless detailed otherwise. Bottom Edge Bracing(u):Bottom compression edge must be traced at 17'o/c unless detailed othervAse. •Applicable calculations are based on LIDS. Beariri'Len t1r: diLoa'dstoSiipRorts Qbs) �.r. ;:Floor . Su 0 S; rt .� Live :.ccesso�-es PP '�Totai ,'AvaitAbte': ii Re�6ired, sari.`(: ;Total p n 1-Pocket In masonry-concrete 4.00, 4.00" 1.92" 1173 373 415 4909/-415 None 2-Column Cap-steel 5.00' 5.00" 4,93" 3113 9162 12575 None 3-Column Cap-steel SAD 5.00° 4.57" HAS 9007 11655 None 4-Column Cap-steel 5.00" 5.00" 4.71" 1 2828 9170 11998 None 5-Column Cap-steel 10.00" 10.00" 6.73" 4393 12769 17162 None 6-Column Cap-steel 5,00" 5.00, 2.44" 1445 4788 6233 None 7-Pocket In masonry-concrete 4.00" 4.00" 1,50" 549 1263/- 2412/-218 None ao ive Tributary r Dead Fi L- 18 iocatio (Side): :Mfi ` a;'(0,90):;':: s :(1:.00j;= comments'.`..,.,.,..,. 0-SaX Welght(PLF) 0 to 39'4" NIA 17.1 f-Uniform(PSF) 0 to 39'4"(Top) 13, 12.0 40.0 first floor 2-Uniform(PSF) 0 to 24'(Top) 13' 12.0 40.0 second floor 3-Uniform(PSF) 0 to 24'(Top) 13, 10.0 20.0 attic , 4-Point(lb) 24'(Top) N/A 2475 6094 281 beam reaction Weyerhaeuser Notes s :.::.... ::.:r.'.::: ".,,.'::. :: : f...:c;`...::' e;r.':`. SUSTAINABLE FORESTRYINITIATNE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined b/the authority having jurisdiction,The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.tam/woodproducts(document-library, OF MASS f� The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator DOMENiC W, DeANGELO a STRUCTURAL P flo.35062 e Ago 9FGts� �o ,.A FFss �f Forte Software Operator Job Notes 5/26/2018 7:44:57 AM Domenic DeAngelo 6 Commerce Way Forte v5.3,Design Engine:V7.0.0.5 DWD Engineering,Inc. Barnstable,IAA 15-001.4te (508)378.9602 18-200 ` domdean@aoi.com Page 1 of 1 I f F 0 ® MEMBER REPORT Second Floor,Joists supporting Bearing Wall PASSED ��®® I pieces) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 @ 12" OC Overall Length:14'1 3/4" .'.. . 14'1 3W • a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal, Desigrt.RestiltS '''; '`:`s. ) Actuali�tricadon' Result',i;::': ,;,'' :IDF,'..Lbadn_Comblhation(Patterii}.' .:_;_':!';;,,: System:Floor Member Reaction(Ibs) 552 @ 13'111/4" 1434(2.25') Passed(38%} -- 1.0 D+1:0 L(Al I.Spans) Member Type:Joist Shear(Ibs) 511 @ 13'1" 1249 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-Ibs) 2015 @ 9'6° 1973 Passed(102%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Den.(in) 0.307 @ 7'5 3116" 0.452 Passed(1-1529) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Dell.(In) 0.445 @ 7'5 5/16" 1 0.678 Passed(L/366) 10 D+1.0 L(AII Spans) TJ-Pro'"Rating I N/A Deflection criteria:LL(1,/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6"o/c unless detailed otherwise, Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'11°o/c unless detailed otherwise. A 15%Increase In the moment capacity has been added to account for repetitive member usage. •,AppllcaNe calculations are based on IIDS. •No composite action between deck and Joist was considered In analysis: Bearing Len tlt 'loads to Su orts fb' `1 i pp . Total AvaElable Required' Dead? '`F�Ve Total,„ Accessories 1-Stud wall-SPF 5.50, 4,25° 1.50, 128 300 428 1 1/4°Rim Board 2-Stud wall-SPF- 3.50" 2,25" 1.50, 171 385 556 1 1/4"Rim Board •Rim Board Is assumed to carry all bads applied directly above it,bypassing the member being designed, t - _ Dead: ':Floor Li4e, _ �i `•; J - Loads= „ ,_ oca on(Side}'� -�Spacing.� -(0,40) -;.`i(1,0oJ; .4. Comirients 1-*Uniform(PSF) 0 to 14'1 3/4- 12° 12.0 30.0 second floor 2-Point(PLF) 9'6° 12° 130.0 260.0 bearing wall t' We erh- _ - SUSTAINAB LE FORESTRY I RIATItEae serVotes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,Wider or framer Is responsible to assure that this calculation is compatible with the overall pro*L Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated byICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTit standards.For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to%wrw.weyerhaeuser.coMwoodproducts/document-library. The productapplication,Input design loads,dimensions and support Information have been provided by Forte Sot%are Operator OF Moss R DOMENIC W. `yG� peANGELO 14 .0 STRUCTURAL y ► s �� No.3506�0 e NA Forte Forte Software Operator ,lob Notes 5/26/2018 7:07:44 AM Domenic DeAngelo 6 Commerce Way Forte v5.3,Design Engine:V7.0.0.5 OWD Engineering,Inc. Barnstable,iAA 15.001.4te (508)378-9602 18-200 domdean@aol.com - Page 1 of 1 I F T MEMBER REPORT Second Floor,Joists supporting Bearing Wall(Alternate) PASSED 1 piece(s) 9 1/2"TJI@ 110 @ 16" OC Overall Length:28' o o 14' 14' r' 0 Al locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Iht:Sl [1 E! I :is- Actual 0 Lowhon,: ' ' System:Floor 9. R SU LS j :r z'Altovied::`:_ Result'; LDF Load:Combindtion(Patternj i;;?' :; ;:; Member Reaction(Ibs) 1631 @ 14' .1935(3.50") Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Member Type:lout Shear(Ibs) 934 @ 13'101/4" 1342 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -2279 @ 14' 2500 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Building Code:16C 2015 Live Load Defl.(in) 0,279 @ 7'1 3/8' 0.454 Passed(L/586) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO Total Load Defl.(In) 0.365 @ 7'1 1/16" 01.681 Passed(L/448) -- 1.0 D+1.0 L(Alt Spans) TJ-Pro'"Rating 43 10 Passed - • Deflection criteria:LL(L/360)and TL(i/240). Top Edge Bracing(Lu):Top compression edge must be braced at 3'5"o/c unless detailed otherwise: •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'2'o/c unless detailed,otherwise. A structural analysis of the deck has not been performed • Deflection analysis is based on composite action with a sngle layer of 23/32"Weyerhaeuser Edgee'Panel(24'Span Rating)that is glued and nailed down. •Additional considerations for the T1-Pro-Rating include:None Bearing Length.. Loads to Supports(ibs) ` i.FIOOr p�... :`;` ::.<,`- Total' 'AvaiFabie'`. Re aired. ll]ead Total:1` ctessories. Live 1-Stud wall-SPF 5.50, 4.25" 1.75" 129 421/-41 550/-41 1 1/4'.Rlm Board 2-Stud wall-SPF 3.50' 3.50' 3.50" 422 1209 1631 None 3-Stud wall-SPF 3,50' 2.25" 1.75' 71 333/-70 404/-70 1 1/4-Rim Board •Rim Board Is assumed to carry all bads applied directly above It,bypassing the member being designed. Dead. Floor Live' ..;:(1.00 0. 0 2.00 romenLs Loads'r' Location(Side) 'Spat ng; ;( >� ) ( );• co 1-Uniform(PSF) 0 to 28' 16' 12.0 40.0 second floor 2-Point(PLF) 9'6" 16' 130,0 260.0 bearing wall VlfeyeYhH@U58C NQ18S 'l` '; '• ;; ; :..:!-.r...: ::;,... ;.::: r i :< SUSTAINABLE FORESTRYINKIATNE Weyerhaeuser warrants that the sizing of Its products will be n accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software,Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction,The designer of record,builder or framer is responsible to assure that this calculation is compatlble with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by thls software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable Sorestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to wviw.weyerhaeuser.com/woodproducts/document-library, The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator � e � of M4SS9cO DOMENIC W. yG� D2ANGELO j o STRUCTURAL y 1`10,35062 1 FS Forte Software Operator Job Notes 5126/2018 7:22:27 AM Domenic DeAngelo 6 Commerce Way Forte v5.3,Design Engine:V7.0.0.5 OWD Engineering,Inc. Barnstable,PAA 15-001.4te (508)378.9602 18.200 domdean@aol.com Page T of 1 MEMBER REPORT Second Fkor,2BI-Beam over Living/Dining FAILED 4 pieces) 13/4"x 9 1/2" 2.DE Microllam® LVL Overall Length:15'9 1/2" r`) 15'9 1!2" 0 All locations are measured from the outside face of left support(or left cantilever end):AII dimensions are horizontal. ,..- t: Des9gii.Resulfs;':: f' , .;.,Acf„at@`Locabon':r'. ;u•Alloirred Result .;LDF Load:CombinaBon(tyattem) l;;l;,;,;. Sysfem:Floor Member Reaction(lbs) 8569 @ 15'7 1/2" 18375(3.50") Passed(47%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 4679 @ 1'3" 12635 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 20326 @ 7'113/4" 23550 Passed(86%) 1.00 1.0 D+1.0 L(All Spans) Building Code,,IBC 2015 Live Load Defl.(in) 0.666 @ 7'11 3/4" 0.510 Failed(L/276) 1.0 D+1.0 L(AN Spans) Design Methodology:ASD Total Load Dell.(In) 0.891 @ 7'11 3/4" 0.765 Palled(L/206) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L1360)and TL(LJ240). Top Edge Bracing(Lu):Top compression edge must be braced at 15'2"o/c unless detailed otherwlse. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'10"o/c unless detailed otherwise. Member should be slde-loaded from bath sides of the member to prevent rotation: 2 ' s4 Bearing L.en Leads - '..fi 1{:: SU OItS•: is ';; Floor':" pp.. Total `:'AvaRat,e' -:r.R 'i D` l l':equ red__(;: eadr: '•Total. :'+: Accessories;';•,;.,.... -Live 1-Column-SPF 5.50, 5.50, 1,727 2529 6224 8753 None 2-Column-DF 3.50" 3.50" 1.63• 2475 6094 8569 None e'I:. .Tributary'." ?lDead:' �''Ffoo �Liv q;`.: ,Loca'oi (Side) Loads':>'��i�, n r `wiatfi 9 - - ( )� `(0. 0);.`.�, (1:00); Comrrieriis,�:'-`..'.. 0-Self Weight(PLF) 0 to is,91/2, N/A 19.4 1-Uniform(PSF) 0 to IT 91/2" 13' 12.0 40.0 second floor front 2-Point(lb) 2 3/4"(Top) N/A 1129 2075 ABI beam reaction 3-Point(Ib) 15'7 3/4'('fop) N/A 1105 2031 AB3 beam reaction We ertaeu sar Note . , , . . .. . • , (Z�SUSTAIMABIf FORESTRY'; Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.the of this software Is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction:The designer of record,buifder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Btoc)dng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilitles are thlyd-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESP-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to vnvw.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator OF Mgss�� DOMENIC W. c�G� DeANGELO +l P o STRUCTURAL " No.35062 A Forte Software Operator Job Notes 5/26/2018 7:1 :30 AM Domenic DeAngelo 8 Commerce Way Forte v5.3,Design Engine:V7.0.0.5 DWD Engineering,Inc. Barnstable,MA 15-001.4te (508)378-9602 18-200 domdean@aol.com Page 1 of 1 • �,A FO R T .f. MEMBER REPORT Aft,AB9-Beam over Bedroom#2 PASSED 2 piece(s) 13/4"x 11 1/4" 2.0E Microllam® C.VL Overall Length:15'9 1/2" --- - - - :..:.. '- 15'9112" E s;> a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal De519r1 Re5111ts' @`hocatloq,:.,' ' `Aliovred'•'` Res,it"'='i f:(:;•i';. '.LDF.. made:.Combfriatiori.(Patter;'n c `': `-,';?:;;>ii System:Floor Member Reaction(Ibs) 3137 @ 15'71/2" 8881(3.50") Passed(35%) 1.0 D+1.0 L(All Spans) Member Type:flush Beam Shear(Ibs) 2643 @ 1'4 3/4" 7481 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 11735 @ 7'It 3/4" 16137 Passed(73%) 1.00 1.0 D+1.0 L(AIL Spans) Building Code:IBC 2015 Live Load Dell.(in) 0,407 @ 7'113/4" 0.510 Passed(L/450) 1.0 D+1.0 L(All Spans) Design Methodology,.ASD Total Load Dell.(In) 0.629 @ 7'113/4" 0,765 Passed(U292) 1.0 D+1.0 L(Al Spans) •Deflection criteria:LL(V360)and n(LJ240). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'10"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'10"o/c unless detailed otherwise. �h[i ::�t�:l:`,§s -'tti. li:: - ii•. ,k.: t:',•'':J1.. ,.V:-.:.-• - �..= Bearin ben'tlT' n' sE Loads6osu 'arts ifis °r"s :ii:i,l:ar ': Pp. {'.:. u' FIOa PP - Jota :A Liable' Re�uired,� Dead •.Total ��' 'Aocessoties - 9 l - �live•l i-Column-SPF 5.50" 5.50" 1.50, 1129 2075 3204 None 2-Column-SPF 3.50" 3.50" 1,50" 1105 2031 3136 None .Tributary - �'u. - nee" i.•�., L Eids _LocaUort,side 'ri d ,. :;....,:.;..:..:,: ( ).: .... r.tli.:: ;::i'(0.90)':=''r'r;��=(1:00)':,, Comments 0-Self Weight(PLF) 0 to 15'9 1/2" ff/A 11.5 1-Uniform(PSF) 0 to 15'9 1/2"Front 13' 10.0 20.0 attic Weyerhaeuser Notes', a' SUSTAINABLE FORESTRY INM"(VE Weyerhaeuser warrants that the slang of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer Is responsible to assure that thls calculation Is compatible with the overall project.Accessories(Rlm Board,Blocking Panels and Squash Blocks)are notdeslgned by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with appllcab!e ASTM standards,For current code evaluation reports, Weyerhaeuser product literature and installation details refer to tvww.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software operator OF M40 DeANGELO , o STRUCTURAL- Zn4 ► v No.35062 ► Forte software operator Job Notes 5/26/2018 6:52:05 AM Domenic DeAngelo 6 Commerce Way Forte v5.3,Design Engine:V7.0.0.5 DWD Engineering,Inc. Barnstable,NIA 15-009.9fe (508)378-%02 18-200 domdean@acl.com Page 1 of 1 Commonwealth Of.Massachusetts. cixoilre j Sheet Metal Permit Map�a I Parcel, 0� Permit# - SEP a 17, 2010 , ®d Estimated Job Cost:$ � Peftait Fee:'$ TOWN O BNRNS ABLE Plans Submitted•, YES.. NO Plans Reviewed;. YES .1� O' Business-license'# oQ,3c Applicant license;# Business Information: Property.Owner/Job Location Informatnon: COASTAL 7T 7EA 6L)C—' Name; Name: COND., INC. Street: 1939 ASH ST Street: t4 BROCKTON, MA 02301 City/Tflwn: City/Town: �,4Q/U S TA/SG Telephone: J o� �� Telephone: C'c�' Photo lD.requited]Copy of Photo LD,attached: 'YES NO >s�rrioisay J-1 M-1`-unrestricted livens J-2/M-2=restricted to dwellings 3-stories.or less:and commercial up to 1� 000 sq. ft./2-stories or less Residential.. 1-2 family—jZMulti-family Condo l`T TO. ouses Other Commerciah Office-.— eta l: Industrial, Educational Fire.Dept.Approval Institutional_ Other: Square Footage: under 10,000 sq. ft. L,"-over 10,000 sq.ft.. Number�of Storks: Sheet metal work to be eomOleted New Work; Renovation: HVAC Metal Watershed Roofin g,, '.- Kitchen,Exhaust System Metal Chimney/Venls Air Balancing; Provide detailed description of work to be done: lu-S7746L CMG- 64S Ai/64(f 5"�4 GI/( , Gas i8�/U&/ 1A�X- RZID& / 72--ILC f3Y i i. iNSURANCE COVERAGE: !"have a"current,liability .insurance policy dr'its egyivalent which meets the tequirein is:W M.G L.Ch.1'12 Yes W 0 Ifyou have-dhecked ygZ=indicate;thd type of caverage.by checking"the appropriate box below.: l liantlityinsurance poticy Othertype-:of indemnity Q Bgnd 'Q; . hapter1tPWNEktIN$URANCBWAIVER Iamaware thatthe Ircenseedoesnohavete'in C the, g eiy Massachusetts General Laws,and that my signature on'thls permit application W�'�ves this requirement Check One;Oniv Owned Q Agent; Q Signature otOwner;or Owner's Agent By checking this box0,[hereby certify.:that alI of the details and Information!have submitted(or entered)'regarding:this applisal!66;are true:and; accurate to"the best of"my knawledge.and that,ali sheetmetai'work and installations performed under the.permitissued far'thls application will be hicomoliancewithali:pertinent'provision,afttie-Massachusetts8uiidrngC..nde.and"Chapter112of theGeneraf aws: Oust inspection required prior to insulation instaliafnn.YES, NO. Progress Ius ections: Date Comments t � Fiaat�n�� es_to f Date Comments. l Type of License.. 3y Master . ❑Master-Restncted �ityliown, _ p,)ouirie... : Signature of Licensee 'eim'it# i QJoumeyperson=Restricted License Number.: . ° Check at vinnrvr.mass.aaytdnl nspeetor Signature cf.pbrmit Approval Project ID: 1716 30 TARGET INSPECTIONS Quality Assurance Report IECC (2015) Repeated Single Point Blower Door Test PASS Your Result: 2.45 ACH50 (735.12 CFM50 * 60 / 18003 ft3) Target <= 3 ACH50 Test Information Test Name 6 Commerce Rd Barnstable MA Test Date 2019-02-0511:59 AM (UTC-5) Export id 2MZTINDY Company Name Target Inspections Technician Name Steven Grevelis Technician Email steve@targetinspections.com Building Information Address 6 Commerce Rd City Barnstable , State MA Zip/postal Code 02630 Country United States Year Constructed 2018 Elevation 7 ft Address Verified? Yes Building Latitude, Longitude 41.707450, -70.297880 GPS validation Tester location not verified Estimated Distance From Address Not available ChbmOflock; - �lob�eraRock r;l " hA`�"� d!! 0. .SOS? Q H annrs W#Vile,- / . J ogle° �(; ►at�@201gc Test Equipment Fan Model Retrotec 1000/2000 Fan Serial Number FT4000446 Pressure Gauge Model Retrotec DM32 4A Gauge Serial Number 404377 Environmental Conditions Pre-test Indoor Temperature 47 °F Pre-test Outdoor Temperature 49 OF Wind Speed 6 MPH Average Barometric Pressure 101.4 kPa Test Dimensions Conditioned Floor Area 2205 ft2 Volume 18003 ft3 Test Results Summary Test Type IECC (2015) Repeated Single Point Blower Door Test Accuracy Level Standard accuracy Flow Reference Pressure 50 Pa Time Averaging 10 seconds Nominal Fan Flow 735.12 CFM @ 50 Pa Corrected Flow 735.12 CFM @ 50 Pa Adjusted Flow 735.12 CFM @ 50 Pa Air Changes Per Hour 2.450 Accuracy Adjustment Factor 1.0 Percent Uncertainty Standard Deviation Test Results Test Data Set 1 Flow Direction Pressurize Baseline Pressure, Initial (Pa) -1.1 -0.9 -0.8 -0.8 -0.8 -0.8 -0.8 -0.9 -0.9 -0.9 Baseline Duration 14 seconds Average baseline -0.87 Pa Measured Pressure (Pa) -50.57 Fan Pressure [1000/2000 - C41 (Pa) 273.14 Flow (CFM) 728.37 .r Test Data Set 2 Flow Direction Pressurize Baseline Pressure, Initial (Pa) -2.6 -2 -1.7 -1.5 -1.5 -1.4 -1.4 -1.5 -1.5 -1.5 Baseline Duration 13 seconds Average baseline -1.66 Pa Measured Pressure (Pa) -50.31 Fan Pressure [1000/2000 - C4] (Pa) 274.22 Flow (CFM) 729.84 Test Data Set 3 Flow Direction Pressurize Baseline Pressure, Initial (Pa) -0.5 -0.6 -0.5 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 Baseline Duration 14 seconds Average baseline -0.58 Pa Measured Pressure Pa -50.56 Fan Pressure [1000/2000 - C41 (Pa) 269.46 Flow (CFM) 723.35 Test Data Set 4 Flow Direction Pressurize Baseline Pressure, Initial (Pa) -3 -3 -2.9 -2.7 -2.4 -2.1 -2 -1.7 -1.5 -1.5 Baseline Duration 13 seconds Average baseline -2.28 Pa Measured Pressure (Pa) -50.94 Fan Pressure [1000/2000 - C41 (Pa) 271.87 Flow (CFM) 726.62 Test Data Set 5 Flow Direction Pressurize Baseline Pressure, Initial (Pa) -1.8 -1.8 -1.8 -1.8 -1.7 -1.5 -1.5 -1.4 -1.4 -1.2 Baseline Duration 13 seconds Average baseline -1.59 Pa Measured Pressure (Pa) -51.35 Fan Pressure [1000/2000 - C41 (Pa) 278.79 Flow (CFM) 736.05 Test Notes No notes entered. This inspection report is solely based on the conditions within the defined area at the time of inspection only and makes no express or implied warrant or guarantee as to future changes in condition or conditions outside of the described job scope. Square footage provided by Reef Realty and volume provided by on site measurements. (Sincerely, Steven Grevelis Certified HERS Rater(RIN-4958795) &Certified Microbial Professional Report data generated by Retrotec rCloud software version 1.1.18.181 Target Inspections 24 School Street West Dennis, MA 02670 (888) 280-2108 f ;e- Project ID: 1528 3Q77 TARGET INSPECTIONS Quality Assurance Report IECC Single Point Duct Test PASS Your Result: 3.1 CFM/100 ft2 (68.7 CFM * 100 / 2205 ft2) Target <= 4 CFM/100 ft2 Test Information Test Name 6 Commerce Rd Barnstable MA Test Date 2018-09-26 11:27 AM (UTC-4) Export id TE1 NMVP9 Company Name Target Inspections Technician Name Steven Grevelis Technician Email steve@targetinspections.com Building Information Address 6 Commerce Rd City Barnstable,, State MA Zip/postal Code 02630 Country United States Year Constructed 2018 Elevation 7 ft Address Verified? Yes Building Latitude, Longitude 41.707450, -70.297880 GPS validation Tester location not verified Estimated Distance From Address Not available Channel=Rock. L0b t t:Ftp� 0 B410 Point. Watc Fe.rr ises`-' �IH:a-�11 s I �t Test Equipment Fan Model Retrotec 200 Fan Serial Number FT9010674 Pressure Gauge Model Retrotec DM32 4A Gauge Serial Number 404377 Environmental Conditions Pre-test Indoor Temperature 72 °F Pre-test Outdoor Temperature 72 °F Wind Speed 13 MPH Average Barometric Pressure 101.7 kPa Test Dimensions Conditioned Floor Area 2205 ft2 Volume 17640 ft3 Test Results Summary Test Type IECC Single Point Duct Test Flow Reference Pressure 25 Pa Time Averaging 10 seconds Induced Duct Pressure (includes baseline) -25.11 Pa Nominal Fan Flow 68.74 CFM @ 25 Pa Test Results Test Data Set 1 Flow Direction Pressurize Measured Pressure (Pa) -25.11 Fan Pressure [200 - Mid] (Pa) 92.83 Flow (CFM) 68.92 Test Notes No notes entered. This inspection report is solely based on the conditions within the defined area at the time of inspection only and makes no express or implied warrant or guarantee as to future changes in condition or conditions outside of the described job scope. Square footage provided by Reef Realty. Sincerely, Steven Grevelis Certified HERS Rater(RIN -4958795)&Certified Microbial Professional Target Inspections 24 School Street,Unit 6 West Dennis,MA 02670 (888) -280-2108 Report data generated by Retrotec rCloud software version 1.1.16.174. ' Town of B.9rastablo Regulatory Services nomat.F.Qeaer;Director • Building Division Tom Perry,bonding commisaloner 200 Male Strft4 BYO tts,MA 02661 w�.torvn,baindtabla.ma.w Offoo; 508-862-4038 lxax; 508.7904230 Propo rty Owner Must Complete and Sign TW9 Section gllas i uilde 4-gfC-A ; as Owner of the subject prpperty berebp authoriz l/ C- , to act on my behalf; in all ivattus relative to work authorized by this building pecnnit. C r7621012LR (Address of job) �W "Pool.fences and alarms are the,responsibility,of the applicant, fools are not to be filled before fence is installed and pools are.not to be utilized until ' al inspections are performed aid'accepted, l� Signature o wu Signature of,Appucant Print Name ' Print Name X7a Q:F0R)4S:0WNBRPE1rf18 PNPQot s +J+ Load Short Form Job: TBD wrlghtsoft Date: Aug 29,2018 Entire House By: PETER MERIANOS. Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Htg Clg Infiltration Outside db(°F) 0 94 Method Simplified Inside db(°F) 72 74 Construction quality Semi-tight Design TD(°F) 72 20 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 31 50 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMSS920603BN Cond ASX130301C* AHRI ref 7368098 Coil CHPF2430B6C* AHRI ref 3839078 Efficiency . 96.1 AFUE Efficiency 11.0 EER, 13 SEER - Heating input 60000 Btuh Sensible cooling 19880 Btuh Heating output 55000 Btuh Latent cooling 8520 Btuh Temperature rise 57 'F Total cooling 28400 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 2 1100 16763 11283 393 430 ZONE 1 1141 20541 15213 482 580 Entire House 2241 37305 22891 875 1875 Other equip loads 0 0 Equip.@ 0.99 RSM 22662 Latent cooling 4952 TOTALS I 2241 I 37305 I 27614 I 875 I 875 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `► Wt'Ightso Right-Suile®Universal 2018-Aug-29 20:01:09 2015 15.0.25 RSU12649 Page 1 /�+ ...ls\wrightsoft WAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S m Load Short Form Job: TBD wri htso Date: Aug 29,2018 ZONE 1 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE,MA Phone:598-258-7067 Htg Clg Infiltration Outside db(OF) 0 94 Method Simplified Inside db(°F) 72 74 Construction quality Semi-tight Design TD(°F) 72 20 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 31 50 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AV.F (ft2) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 1 196 4181 2988 98 114 BATH 1 54 149 38 3 1 STAIRWY/FOYER 249 4680 1917 110 73 KITCHEN/D.R./LR. 588 11532 10271 270 391 CLO./LAUNDRY 54 0 0 0 0 ZONE 1 1141 20541 15213 482 580 Other equip loads 0 0 Equip. @ 0.99 RSM 15061 Latent cooling 3304 TOTALS t 1141 i 20541 i 18365 I 482 I 580 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrfghts4 Right-Suiter8l Universal 201515.0.25 RSU12649 2018•Aug-29 20:01:09Paget + + ...ts\Wrightsoft WAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S I . . wrightsoft Load Short Form Date:b: TBD Aug 29,zols ZONE 2 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Htg Clg Infiltration Outside db•(°F) 0 94 Method Simplified Inside db(°F) 72 74 Construction quality Semi-tight Design TD(OF) 72 20 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 31 50 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 2 316 4247 3004 100 114 WIC 43 652 181 15 `7 ; BEDROOM 3 222 2130 2036 50 78 BATH 2 86 1896 920 44 35 HALL/STAIR 2 138 1864 846 44 32 BATH 3 65 1574 1043 37 40 BEDROOM 4 231 4400 3252 103 124 ZONE 2 1100 16763 11283 393 430 Other equip loads 0 0 Equip.@ 0.99 RSM 11170 Latent cooling 1648 TOTALS 1 1100 1 16763 1 12818 1 393 1 430 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WII»IhO, " 9 Ri ht-Suite®Universal 201515.0.25 RSU12649 2018-Aug-2920:01:09 Page 3 Z _ ...ts\Wrightsoft HVAC\li COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S i Buildingy Anal sis Job: TBD VIICit,,, htso Date: Aug 29,2018 Entire House By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 � - • • • • Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 72 74 Elevation: 131 ft Design TD(OF) 72 20 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 30.7 49.8 Dry bulb(OF) 0 94 Infiltration: Dailyrange(OF) - 15 ( L ) Method Simplified Wet bulb(OF) - 77 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ftz Btuh %of load Walls 4.7 8272 22.2 Glazing 33.8 13652 36.6 Doors 43.2 907 2.4 Ceilings 1.4 1643 4.4 Floors 2.1 2344 6.3 Infiltration 3.0 6595 17.7 54' Ducts 3891 10.4 Piping 0 0 _ Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 37305 100.0 Component Btuh/ftz Btuh %of load Walls 1.5 2620 11.4 �. Glazing 33.0 13333 58.2 Doors 20.4 428 1.9 Ceilings 1.1 1312 5.7 �_ +� Floors 0.6 651 2.8 ss Infiltration 0.4 981 4.3 Ducts 1225 5.4 N Ventilation 0 0 Internal gains 2340 10.2 Blower 0 0 _ Adjustments 0 Total 1 1 22891 100.0 ° Latent Cooling Load=4952 Btuh Overall U-value=0.085 Btuh/ft2--°F Data entries checked. 2018-Aug-29 20:01:69 " V1 rilghttsoft" Right-Suite®Universal 201515.0.25 RSU12649 Page 1 ...tslwrightsoft WAC16 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S f � . y r-ghts� Component Constructions Job: TBD Date: Aug 29,2018 Entire House By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 72 74 Elevation: 131 ft Design TD(OF) 72 20 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 30.7 49.8 Dry bulb(OF) 0 94 Infiltration: Daily range(OF) - 15 ( L ) Method Simplified Wet bulb(OF) - 77 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/fP--°F fe-"F/Bbh BtuhAF Btuh Ruh& Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum ne 602 0.065 21.0 4.68 2817 1.48 892 board int fnsh,2"x6"wood frm,16"o.c.stud se 346 0.065 21.0 4.68 1618 1.48 512 sw 474 0.065 21.0 4.68 2217 1.48 702 nw 346 0.065 21.0 4.68 1621 1.48 513 - all 1768 0.065 21.0 4.68 8272 1.48 2620 Partitions (none) Windows 4A5-2oc:2 glazing,clr low-e outr,air gas,clad wd frm mat,clr innr, ne 42 0.470 0 33.8 1427 28.4 1200 1/4"gap,1/8"thk;6.67 ft head ht se 85 0.470 0 33.8 2888 34.2 2915 sw 170 0.470 0 33.8 5763 34.2 5816 nw 58 0.410 0 33.8 1949 28.4' 1638 nw, 48 0.470 0 33.8 1624 28.4 1365 all 403 0.470 0 33.8 13652 32.1 12935 Doors 11JO:Door,mtl fbrgl type se 21 0.600 6.3 43.2 907 20.4 428 Ceilings 166-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 1141 0.020 50.0 1.44 1643 1.15 1312 gypsum board int fnsh Floors 19A-30cswp:Fir floor,frm fir,6"thkns,hrd wd fir fnsh,r-30 cav ins, 1141 0.034 30.0 2.05 2344 0.57 651 tight crwl ovr 2018-Aug-29 20:01:10 TF weightsoft, Right-Suite®Universal 2015 15.0.25 RSU12649 Page 1 ACCK ...ts\Wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S f Component Constructions Job: TBD wrlghtsoft� Date: Aug 29,2018 ZONE 2 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE,REEFLLC v 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(°F) 72 74 Elevation: 131 ft Design TD(°F) 72 20 Latitude: 42% Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 30.7 49.8 Dry bulb(°F) 0 94 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 77 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuhff-°F ft'-°F/BUh Btuhff Btuh Btuhff Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum ne 305 0.065 21.0 4.68 1429 1.48 453 board int fish,2"x6"wood frm,16"o.c.stud se 176 0.065 21.0 4.68 825 1.48 261 sw 233 0.065 21.0 4.68 1088 1.48 345 nw 190 0.065 21.0 4.68 889 1.48 282 all 904 0.065 21.0 4.68 4232 1.48 1340 Partitions (none) Windows 4A5-2oc:2 glazing,clr low-e outr,air gas,clad wd frm mat,dr innr, ne 15 0.470 0 33.8 494 28.4 415 1/4"gap,1/8"thk;6.67 ft head ht se 44 0.470 0 33.8 1481 34.2 1494 sw 88 0.470 0 33.8 2961 34.2 2988 nw 30 0.470 0 33.8 1015 28.4 853 all 176 0.470 0 33.8 5950 32.7 5751 Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 1100 0.020 50.0 1.44 1584 1.15 1265 gypsum board int fish Floors (none) " righ�' o 2018•Aug-29 20:01:10 Right-Suite®Universa12015 15.0.25 RSU12649 Page 2 ...ts\Wrightsoft WAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJB Front Door faces: S - Aug Component Constructions Job:Date: A Aug 1�t�`�� 29,2018 ZONE 1 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE,MA Phone:598-258-7067 � - • • • • Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 72 74 Elevation: 131 ft Design TD(OF) 72 20 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 30.7 49.8 Dry bulb(OF) 0 94 Infiltration: Daily range(OF) - 15 ( L ) Method Simplified VVet bulb(OF) - 77 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fN Btuhff--°F ft'-°F/Bhh Bfififf Btuh BUIN Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum ne 296 0.065 21.0 4.68 1387 1.48 439 board int fish,2"x6"wood frm,16"o.c.stud se 169 0.065 21.0 4.68 793 1.48 251 sw 241 0.065 21.0 4.68 .1129 1.48 357 nw 156 0.065 21.0 4.68 732 1.48 232 all 863 0.065 21.0 4.68 4041 1.48 1280 Partitions (none) Windows 4A5-2oc:2 glazing,clr low-e outr,air gas,clad wd frm mat,cir innr, ne 28 0.470 0 33.8 934 28.4 785 1/4"gap,1/8"thk;6.67 it head ht se 42 0.470 0 33.8 1408 34.2 1421 sw 83. 0.470 0 33.8 2802 34.2 2828 nw 28 0.470 0 33.8 934 28.4 785 nw 48 0.470 0 33.8 1624 28.4 1365 all 228 0.470 0 33.8 7702 31.6 7184 Doors 11JO:Door,mtl fbrgl type se 21 0.600 6.3 43.2 907 20.4 428 Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,1/2" 41 0.020 50.0 1.44 59 1.15 47 gypsum board int fish Floors 19A-30cswp:Fir floor,frm fir,6"thkns,hrd wd fir fnsh,r-30 cav ins, 1141 0.034 30.0 2.05 2344 0.57 651 tight awl ovr 2018-Aug-29 20:01:10 Ytrrigh1S�?W Right-Suites Universal 201515.0.25 RSU12649 Page3 ACt� ...tslWrightsoft HVAC16 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S I Project Summary Job: TBD - - Wr gh#so t� 1 Date: Aug 29,2018 Entire House By: PETER MERIANOS Plan: 6-20-18 • - R I • ffl • For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Notes: Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 94 OF Inside db 72 OF Inside db 74 OF Design TD 72 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33414 Btuh Structure 21666 Btuh Ducts 3891 Btuh Ducts 1225 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37305 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 22662 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 3111 Btuh Ducts 1841 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftl 2241 2241 Equipment latent load 4952 Btuh Volume(t13) 17928 17928 Air changes/hour 0.28 0.15 Equipment total load 27614 Btuh Equiv.AVF(cfm) 84 45 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AMSS920603BN Cond ASX130301 C* AHRI ref 7368098 Coil CHPF2430B6C* AHRI ref 3839078 , Efficiency 96.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 19880 Btuh Heating output 55000 Btuh Latent cooling 8520 Btuh Temperature rise 57 OF Total cooling 28400 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I" wrightSG * Right-Suitee Universal 201515.0.25 RSU12649 2018-Aug-2920:01:10 Page 1 ...ts\Wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S Project SummaryJob: TBD / `� � Date: Aug 29,2018 ZONE 1 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Notes: Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 94 OF Inside db 72 OF Inside db 74 OF Design TD 72 OF Design TD 20 OF Daily range L Relative humidity 50 Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18399 Btuh Structure 14399 Btuh Ducts 2142 Btuh Ducts 814 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20541 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 15061 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 2367 Btuh Ducts 937 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft� 1141 1141 Equipment latent load 3304 Btuh Volume(ft3) 9128 9128 Air changes/hour 0.28 0.15 Equipment total load 18365 Btuh Equiv.AVF(cfm) 42 23 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh sf f 2018-Aug 29-20:01:10 Right-Suite®Universal 2015 15.0.25 RSU12649 AM Page 2 is\wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S Project Summary Job: TBD ' �� 5( f '1ry Date: Aug 29,2018 ZONE 2 By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE,MA Phone:598-258-7067 Notes: Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 94 OF Inside db 72 OF Inside db 74 OF Design TD 72 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15015 Btuh Structure 10679 Btuh Ducts 1748 Btuh Ducts 604 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16763 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 11170 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 744 Btuh Ducts 904 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area ffl 1100 1100 Equipment latent load 1648 Btuh Volume(fl') 8800 8800 Air changes/hour 0.28 0.15 Equipment total load 12818 Btuh Equiv.AVF(cfm) 41 22 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wt'� 1tk0 Right-Suite®Universal 2015 15.0.25 RSU12649 2018-Aug-2920:01:10 Page 3 ...ts\1Nrightsaft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S AED Assessment Job: TBD W1� � Date: Aug 29,2018 Entire House By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone:598-258-7067 Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(°F) 72 74 Elevation: 131 ft Design TD(°F) 72 20 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 30.7 49.8._,:_ Drybulb(°F) 0 94 Infiltration: Dailyrange(°F) - 15 ( L ) Valet bu Ib(°F) - 77 Wind speed(mph) 15.0 7.5 r-mrol ► • - •11 mm • • Hxri Gwng Load 18,0 16, 14,0 12, 10, 8,00 6,00 4,00 2,00 8 9 10 11 12 13 14 15 16 17 18 19 20 HudDW i wry r n� i AMF.* Maximum hourly glazing load exceeds average by 33.2%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 399 Btuh (PFG - 1.3*AFG) 2018-Aug-29 20:01:10 •p wril.ghtsoft' Right-Suite®Universal 2015 15.0.25 RSU12649 Page 1 ...ts\Wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: TBD WCl�IICf Date: Aug 29,2018 Entire House By: PETER MERIANOS Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE, MA Phone: 598-258-7067 Design Conditions Outdoor design DB: 94.0°F Sensible gain: 22891 Btuh Entering coil DB: 74.8°F Outdoor design WB: 76.8°F Latent gain: 4952 Btuh Entering coil WB: 62.5°F Indoor design DB: 74.0°F Total gain: 27843 Btuh Indoor RH: 50% Estimated airflow: 875 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX130301C*+CHPF2430B6C* Actual airflow: 875 cfm Sensible capacity: 20861 Btuh 91%of load Latent capacity: 6587 Btuh 133%of load Total capacity: 27448 Btuh 99%of load SHR: 76% Design Conditions Outdoor design DB: 0°F Heat loss: 37305 Btuh Entering coil DB: 69.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMSS920603BN Actual airflow: 875 cfm Output capacity: 55000 Btuh 147%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. Zz. + wrightsoft' Right-Suite®Universal 2015 15.0.25 RSU12649 2018-Aug-2920:01:10 Page 1 ...ts\Wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: TSD WCK�hS Date: Aug 29,2018 Entire House By: PETER MERIANOS . . Plan: 6-20-18 For: MATT TTEAGUE, REEFLLC 6 COMMERCE RD., BARNSTABLE,MA Phone:598-258-7067 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.59 in H2O 0.59 in H2O Supply/return available pressure 0.250/0.340 in H2O 0.250/0.340 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air flow 875 cfm 875 cfm Total effective length(TEL) 522 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 149 3 1 0.130 6.0 Ox 0 VIFx 47.7 145.0 st3 BATH 2 h 1896 44 35 0.126 6.0 Ox 0 VIFx 38.0 160.0 st5 BATH 3 C 1043 37 40 0.128 6.0 Ox 0 VIFx 35.5 160.0 st6 BEDROOM 1 C 1494 49 57 0.142 6.0 Ox 0 VIFx 60.4 115.0 st3 BEDROOM 1-A C 1494 49 57 0.125 6.0 Ox 0 VIFx 64.7 135.0 st3 BEDROOM 2 C 1502 50 57 0.124 6.0 Ox 0 VIFx 31.5 170.0 st5 BEDROOM 2-A C 1502 50 57 0.136 6.0 Ox 0 VIFx 33.7 150.0 st5 BEDROOM 3 c 2036 50 78 0.127 6.0 Ox 0 VIFx 17.5 180.0 st6 BEDROOM 4 c 3252 103 124 0.139 7.0 Ox 0 VIFx 29.5 150.0 SO HALL/STAIR 2 h 1864 44 32 0.113 6.0 Ox 0 VIFx 31.0 190.0 st6.. KITCHEN/D.RJLR. C 2568 68 98 0.195 6.0 Ox 0 VIFX 48.2 80.0 SO KITCHEN/D.R./LR:A C 2568 68 98 0.152 6.0 Ox 0 VIFx 49.0 115.0 st4 KITCHEN/D.R./LR:B C 2568 68 98 0.139 6.0 Ox 0 VIFx 44.7 135.0 st4 KITCHEN/D.RJLR:C C 2568 68 98 0.136 6.0 Ox 0 VIFx 58.2 125.0 st4 STAIRWY/FOYER h 2340 55 37 0.139 6.0 Ox 0 VIFx 55.4 125.0 st3 STAIRWY/FOYER-A h 2340 55 37 0.126 6.0 Ox 0 VIFx 48.7 150.0 st3 WIC h 652 15 7 0.113 6.0 Ox 0 VIFx 31.3 190.0 1 st5 2018-Aug-29 20:01:10 wrightsoft' Right-Suite®Universal 2015 15.0.25 RSU12649 Page 1 ...ts\Wrightsoft HVAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S i Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 211 188 0.125 272 10.0 14 x 8 ShtMetl SO st4 Peak AVF 203 294 0.136 374 12.0 0 x 0 ShtMetl st1 SO Peak AVF 482 580 0.125 738 12.0 0 x 0 ShtMetl st6 Peak AVF 234 274 0.113 502 10.0 0 x 0 ShtMetl st2 st5 Peak AVF 159 156 0.113 292 10.0 0 x 0 ShtMetl st2 st2 Peak AVF 393 430 0.113 548 12.0 0 x 0 ShtMetl e • Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 320 448 284.5 0.120 1285 8.0 Ox 0 VIFx rt5 rb2 Ox 0 162 131 301.0 0.113 465 8.0 Ox 0 VIFx rt6 rb3 Ox 0 81 72 139.5 0.244 302 7.0 Ox 0 VIFx rt4 rb4 Ox 0 168 208 122.0 0.279 1062 6.0 Ox 0 VIFx rt4 rb1 Ox 0 144 150 179.1 0.190 429 8.0 Ox 0 VIFx rt1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt5 Peak AVF 320 448 0.120 577 6.8 14 x 8 ShtMetl rt2 rt6 Peak AVF 162 131 0.113 209 6.8 14 x 8 ShtMetl rt2 rt1 Peak AVF 144 150 0.190 429 8.0 0 x 0 ShtMetl rt2 Peak AVF 482 580 0.113 1063 10.0 0 x 0 ShtMetl rt4 Peak AVF 249 280 0.244 514 10.0 0 x 0 ShtMetl f ss 2018-Aug-29 20:01:10 Wr ghtsoft' Rig ht-Su ites U niv ersal 2015 15.0.25 RSU12649 Page &' ...ts\Wrightsoft WAC\6 COMMERCE RD BARNSTABLE.rup Calc=MJ8 Front Door faces: S • N Level 1 a�wt ° $ cfm . : A � tt =•s tf .m a., .-'� vt<i i ts"Y d.+ .� ��„t�a aw 8 Fy .'Yk'' KITCHEN/,,D 448 cfm 'rr ;;4"' # �iP a x$+' ''• 'ia i . _' � A .-•••are �� .0 '.G .•qf, 4 7w.. 4�,"- e d�, p P11 •�,' xv # v�., �..a1VVf �r' ,,. 8� z8x 14 44 .cfm :. ., 8 r1 n as BEDROOM 1 a, AT 1 n �3. pp STAIRWY�"/ F:OYER v 57:Cfm 57>cftn` �tf ` r j u Job#: TBD Scale: 1 :60 Performed by PETER MERIANOS for: Page 2 MATT TTEAGUE 6 COMMERCE RD. Right-Suite®Universal 2015 BARNSTABLE,MA 15.0.25 RSU12649 phone:5W258-7067 2018-Aug-29 20:01:29 ...VAC16 COMMERCE RD BARNSTAB... • N Level 2 k BEDROOM 2 ' 44 cfm BATH 2 , 6 Ret Riser n A. 150 4 . cfm 10 " Q WIC ry 1 cfm �•� , �r ::, � ,� 4 ,. wp BEDROOM T. Y. y i 1 L 44 cfm HA / STAIR 2 78 cfm S 'cf BEDRC)4M 4 71t7 i j41, : . v 7 " 0 40 cfm 124 cfm } 6 „ BATH 3 _ Job#: TBD Scale: 1 :60 Performed by PETER MERIANOS for: Page 1 MATT E 6 COMMERCEERCE R RD. g Ri ht-SuiteO Universal 2015 BARNSTABLE,MA 15.0.25 RSU12649 Phone:598-258-7067 2018-Aug-29 20:01:29 ...VAC\6 COMMERCE RD BARNSTAB... Town of Barnstable Building Post,Th�s Card-So That�iLis�'U�sible;From the,Street� A n, ;roved?Plans MusL.be:Retained�o„ri;Job.an'd this Card Must be Ke •t . g -;,, w • 6"� Posted Unt�I�Final<,Inspection • >Where�a Certificatof;Occu anc aas°Re wired such�Burldrn -shallNotb Occu�ieduntil a:F�nal Ins 'ection:hasbeen�made ��., ' 1 vi jjjlt �� .� �,, ,�.,�.,. .. mp. :y .,..,�,.9 . ._'_ � ; Ems, g> .� , ..... .�.{ p. -� ,> � �. ��.;p,w. • ,t �,,...,,;��,�� . :. Permit NO. B-18-1690 Applicant Name: REEF REALTY LTD. Approvals Date Issued: 06/20/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 12/20/2018 Foundation: Location: 6 COMMERCE ROAD, BARNSTABLE Map/Lot 301-015 Zoning District: SPLIT Sheathing: Owner on Record: TEAGUE EDWARD B III TR ° Contractor.Narne MATTHEW K TEAGUE Framing: 1 Address: 115 MAIN STREET Contractor�LicenseCS-083445 2 YARMOUTH PORT, MA 02675 Est Project Cost: $0.00 Chimney: Description: Demolish existing Structure Permit Fee: $ 125.00 Insulation: Project Review Req: i Feb Paid $ 125.00 Date 6/20/2018 Final: s Plumbing/Gas Building Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced witQsiirh6,the after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved applicationand the'approved construction documenzsfor 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 bylaws aril 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 work until the completion of the same. - Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided ohAhis permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:' Service: 1.Foundation or Footing i 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue,lining is>mstalled w , :.... 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 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low.Voltage Final: 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: I , 'FYPON'OVL3ex25IQI6, ,x e ON I x 8 RAKE OVAL HORIZONTAL �� LOUVER 0' E RAKE DETAIL AIL W1 W/1 I%6 II BB-RAKE CAFE CODS BOMB BUODOt ,Z .f I+-. 7� West School Street im 90 YEAR ARCHITECTURAL PO Bo VLA Wesi Dennis,MA 02870 ASPHALT SHINGLES t:50B.394,3090 (TYPICAL) I:500.700.1408 TOP PLATE TOP PLATE ..- B ... B .. B 14'SHUTTERS I z B B B B B B B m GARNER BOARDS— I x 0 CORNER BOARDS I%4 WINDOW TRIM W/FALSE BILL o � WHITE CEDAR I x B CORNER BOARDS (B7HIYNpGLEB A.ND IREAF't)BIDEB • 1Z TOP OF TOP OF Q e BUBFLOOR - -.. .. .... p 9UBFLCOR \ O ' TOP PLATE TOP PLATE m BOOT C C 12'HT.BASE �APFJ Em F1 TOP OF SUBFLOOR - - - SUBFLOOR 1A V-GR.COVE PAINTED WHITE TOP OF ELEV.1e.0 _AE FLOOD ZONE ELEV.10.0 AE FLOOD ZONE V _____________ ______ ELEV. _O __ ._ ___________ _ ELEV.I2.2�• �y OUTD 3 OUTDOOR SHOWER y � w � 0 � _ _ _ _ _ _ _ _ __ _ _ U TOP OF L _ — TOP OF , _ — _ _ _ _ — _ _ — _ FOOTING 5` i KE DEiE DES REVIEWED.. . FRONT ELEVATION LEFT ELEVATION SCALE: 1/4"m1'-0" SCALE: 1/4"m1'-0" B, T UILDIN DEPT. DAT ra %B ON 1 x B RAKE A E SPAR MENT 0 TE ]D Ex I x b RAKE Ln DETAIL L Wi BOTH SIG ATURES ARE REQUIRED FOR PERMITTING BB-RAKE --{ IZ r- 90 YEAR ARCHITECTURAL �� - - �.. .� ASPHALT SHINGLES 0 PT7 (TYPICAL) —^- 1 TOP PLATE TOP PLATE m 1 1 z B CORNER BOARD9 m PANE II x 5 TM BOARDS RECESS 4 MAIN ' p ( HOUSE PRONTZ ONLY) TOP OF TOP OF o WHITE CEDAR 8UBFLOOR o BBFLOOR p wo m (SHINGLES e'T.W. y AND IR AK 3IDG7 _ o I uP rta l e LI TOP PLATEvi N g m ® m Q m i i Oi t _ � o Iz6 V-GROOVE TOP OF I PAINTED WHITE TOP OF r m d SUSFLOOR a AC BBPLOOR AE FLOOD ZONE TOP OF EL IS.O AE FLOOD ZONE \ ISOD - ELEY.�1�t.0� PLPV.IZ.O -\ 0'x 4' \ OUTDOOR n:A11. B'Is 4' - SHOWER T� ' ,' o EXTERIOR 1 yJ1 I J Il\ J l\� ELEVATIONS FOOTING ` _ yL J L J FOOOOTING REAR ELEVATION RIGHT ELEVATION Al . SCALE: 1/4"-1'-0" SCALE: 1/4"-1'-0" DCI tJ<®o,r1 G-vo 25'_0' --- r--------------- ---=-=--------=i W I�-------------- I CAPE COD'S IIWHE BUODBI I 24PO Box S et O I C i 1 j l W°st 186 SCREEN D°OMs,MA 02670 j I 1:508.394.3090 �'I 1:—.7-.1408 AB.I PORCH C �i I� 2B'_Oe I 7'-0' 11 11 li it I A A �i i' 0 ®• it 14'-2' 1S'-70° O 11V ° BA 'tDINING Q Im I" LEF O ROOM Im ROOM Ac o ©Im w _ 5EDROOM 2 I� o a o th _ c I3 lO 1 SMOKE I NL4b'_o• o � cy �, B I � i O WATER m 7 ---� •� U �DW 22 .a4,cK B7vDs g © II d El BEDROOM 3 I I eT3�.IR KITCHEN W L---- _— SMOKE CO Q Q REF. DET. DET. SMOKE T Y DET. I ix o _ I BATH #1 c W OUTDOOR 4' SHOWER o 56•VAN 0Q o SMOKE M1 — A BEDROOM #1 DET. v ©II BEDROOM 4 SMOKE SMOKE OO DIET. DIET. DIET. — -O' 14 2 ii J ®�B '© AT 4 , 3A 0° o% Tl I FOYER '12-tl' AAS.I S'-B' G � S ii II COVERED PORCH =m ii I ii F -... ..... I.RR...11.11 r....� �_______________ �_____________________a,�a___ __� I _________ ______ _____________ ___________ ________ _________ () 0 f ffi N N 1 N I m > F ¢ � e'-O' L W-O° AS.I SECOND FLOOR PLAN $ SCALE: 1/4"'V-011 'm B FIRST FLOOR' 1,120 W.FT. _ BEC40ND FLOOR,1,006 BG.PT. TOTAL, 2,200 BO.FT.GROSS LIVING AREA 2'-0' 24'-D' W I N D O 1N S C H E D U L E D O O R S C H E D U L E FIRST FLOOR PLAN TAG SIZE ROUGH OPENING NOTES TAG TYPE SIZE ROUGH OPENING NOTES FLOOR PLANS SCALE: 1/4"-1'-0" A 2BB2 2'-10 Ire'x 5'-4 7/8' ONE TEMPERED I FIBERGLASS INSULATED, 12 LITE, I PANEL 50" V-2 1/2'x b'-II' IZ'SIDELITES FIRST FLOOR, 1,120 so.FT. SECOND FLOOR,1,055 SO.PT. 5 2B46 2'-70 Ire°x 4'-B 7/B° POUR TEMPERED 2 GLIDING DOOR 6068 b'-2 1/2'x TOTAL, 2,20E 60.FT.GROSS LIVING AREA C 2632-2 W-8 7/8'x 3'-4 Ire° -A2. 1 O QAR �T�BIE � 1 25 9 PROPERTY IS LOCATED IN THE FEMA O 100 YEAR, AE FLOOD ZONE EL= 12.0 PER MAP# 25001 C0558J ' 8,3 O� 0 oc a e en . >L� ce 3 8.3 ^`" 90'Rrverfront �® .� �. �. �" �'� _ 5 p 00, i . Area 7.0 1. Natural Drive 8.3 ' ,5 N 9,0 8.0 LOTS 173- `I-74 awn Ares x 8,3 2. I U 0 x e-a=10,7015f± o °' +/ \ I w co 7 8.2 8.7 d® .7 9 � � CO ff Q ,, x 8.0 � �.>; 9 7,9 Wick Patio d( s Shed, � ®.. 7.6 6.5 613 100' Buffer. Ern 7.7 p cV Zone: BANK m TOF E s W x 73 �� p FF 2; • ® 7,9 �6'9', E� 8. Lawn'grea 7.3 ry, 7.8 ;8.. 6,9 0� 7.5 71) O �/ 7.5 x 7.6 y 8.3 4rp 7.5 E Rwerfront e �Q- Gra55 CO Area .9 �m;Vf 7.0 0000 a0'Buffer 79 �6'` Zone: BANK 7,4 ge o a vement � 7.7 II coM ,'`• --_Sewer, 18rr / &4E� �estos C (Publ,c way-OE � _CC me_ wide) AD O LAN -- s Coastal Bank LE_ 1®0' :A 15 SERVED %� �,-` Edge o alt Marsh 8 WN WATER @ )WN SEWER / o o O mill ' 11. Salt Marsh lS U 14 018. ro Be Fleldn�97Var ' verIffed _ PLANNING &DEVELOPMENT Mara-grin Creek: RIVER 0 20 40 SCALE 1 "=20' G:Mobs\ReefTeague\8337exr5trng.dwg OWNER OF RECORD Edward B. Teague, Third I CERTIFY THAT THE EXISTING FOUNDATION Trustee of The Four TeagueSHOWN HEREON IS LOCATED AS IT Trust EXISTS ON THE GROUND. ' Land Court Deed: CTF:201 9GG Land Court Plan: 17933-A DATE 3 - (U Assessors' Map 301 Parcel 15 P.L.S. �NOF� P�- S 9 � c JOHN yG M. �i► o O'REILLY -+ `� N0.46733 sk s e e l��0 Sul 50.00 200' Riverfront 50.001 Area O O � a _ LOTS 173 17.4 22.3 Area= 10,701 SF± Q � J 3 �oNGR' / � r i � ^r�TC� � � r� • 100' Buffer Zone: BANK � / CO232' - a O .000 .00000 = 48 8, u-i 00, N BENCHMARK: • . / _ _ Top of Concrete Bound / 50' Buffer EL=10.7 (1988 NAVD Datum) / 79"6C Zone: BANK / . / COMMA SCE (Public WaY- 40' hViROAD • PLAN SCALE I 11=201" Coastal Bank / 1 Ali, Salt Marsh 111 AS-BUILT PLOT PLAN 1i SHOWING FOUNDATION AT '6 Commerce Road, Barnstable, MA PREPARED FOR -BEEF, CAPE COD'5 f 10M E BU I LDER PROPERTY 15 LOCATED IN THE FEMA 0 20 40 60 100 YEAR, AE FLOOD ZONE EL= 12.0 PER MAP# 25001 C0556J 5CALE 1 °=20' AUGUST 3, 2018 G:\AAJobs\ReefTeague\8337FNDA5BUILT.dwg Drawn by:'MTF JMO-8337 A i ' Z Barn5table, ZONING TABLE Q MA AP-AQUIFER PROTECTION OVERLAY RB-U51DENTIAL DISTRICT 0 v PLAN i N 15arn5table Harbor REQUIREMENTS: }'o SCALE 1"=20' � LOT 51zE 43.5Ga sF 8.3 �*' TH 15 AREA 15 5ERVED FRONT SETBACK 20 FEET --.!�,� ®� BY TOWN WATER LOCUS 51DE SETBACK 10 FEET - --"1 ,b•a ''"-�_._ ''- 5 Commerce Road REAR SETBACK 10 FEET v ." �00' AND TOWN 5EWER BUILDING HEIGHT 30 FEET FRONTAGE 20 FEET �.�'��,..... . .,.,:• WIDTH 125 FEET G 00 R:verfront p -SQ' 0' .,^ Area �, ,' 7.0 8.3 PROPOSED COVERAGE ! (0x �.5 2z.3', Route GA Q. 9.0 r SHED X .. co LOT AREA 10,701 5F t_ a.o NOT TO SCALE LOT COVERAGE: F1 LawnAre } � r✓ PLAN: LAND COURT 17933A eu x HOUSE 1,120 5F SHED 48 5F { 3ri 9x0 LO'� 1 73 1 7 / 1 DEED: CTF20 1966 PORCHES 312 5F �ti�r�� U�� '"�.:., Are 10,7015f � h TOTAL I,480 5F Two Spruce Trees O ,; ' � �_vL ' :� p ASSESSORS MAP 301 PARCEL 15 TO BE REMOVED TT,� gc' � w /ryx COVERAGE=(1,480/10.70 I)X 100%a=13.8% PROPOSED LIMIT OF CLEARING 9A r f 7.9 -yam, k SEE CONSERVATION NOTE I LEGEND Sewer yPRPOSFD" �' �s,D `� , r, x• .7 7.6 --- 3z EXISTING CONTOUR GRADE PLANE Donn "'�- - • ..,.. , (L l PROPOSED SEWER CONNECTION MC �:;+7f®P��-= j� � �, • ,..,,,, 1 -32 PROPOSED CONTOUR _ 43 560 SP AT EXISTING CLEAN OUT • o � 13 0� a ..... ' • • .... • r• ,,,.. IOU Buffer NORTH:8.i+7.7/2 7.9 _ __ g � �r a' *, F-��1 cV Zone: BANK xia.s� EXISTING SPOT GRADE SOUTH:7.G+7.8+7.5/3 7.G 20 FEET fi t �i '''� = INVERT EL-G.0_ � i� x 7.7 O 24x5 PROPOSED SPOT GRADE EAST:8.0+7.7+7.G/3= 7.7 10 FEETm W CO W- WATER SERVICE LINE WEST: 8.0+7.7+7.G13= 7.7 10 FEET • € - PROPOSED UG ELECTRIC 1/ x 7.3 O 2. a- : :��: r " 0- OVERHEAD UTILITY SERVICE 7.3 O --u UNDERGROUND UTILITY SERVICE GRADE PLANE EI_=7.7 AND WATER SERVICE , �" `0 �,/ r�- .�. Lawn Area x C� MAX PEAK EL- 30+7.7 EL=37.7 / x :.�i r �� r�P�ORC O j 41 -G- GAS SERVICE LINE PROPERTY 15 LOCATED IN THE FEMA 'W Ci x 7.9/ > O 4g , 6.9c° 0 TEST HOLE/ BORING LOCATION PROP05ED AREA TABLE �, j �� '- x 100 YEAR, Alf FLOOD ZONE EL= 12.0 5T SEPTIC TANK 1 6.9 PER MAP# 25001 C0558J DB D15TRIBUTION BOX 50 BUFFER: u r No SAS 50L 5 RP7 O S YSTEM I AB O ! N/�CV (n O x 7 RIVEWAY 274 SF �t C + O, 3 6 Reserve RESERVED FOR FUTURE FRONT D . ' . .r FRONT WALKWAY 0 5F ip y' 3 C'RAv€ ::° �° UTILITY POLE rb� TOTAL 274 5F 3 8 ::;;-DRIB ® CATCH BASIN ::. 50 Ioo'BUFFER: 8. 9 .., -- 7. FIRE HYDRANT Qj 50'Buffer FRONT DRIVEWAY 378 5� x--.._xT Zone: BANK ® WELL PAVED WALK 0 5F / "'X-_ "''". .7 J 7.a ` ® DRAINAGE MANHOLF HOUSE 4 FRONT PORCH G77 5F -- --.�,? --� ge O avemen ._. n1 CONCRETE BOUND, FOUND OTA� 1.055 5 / --- z--.,. 7.7 PROPOSED LlM1T OF WORK -" r -" TOP OF BANK �, ' -`' -•--.--. ---__ \ SEE CONSERVATION NOTE REQUIRED MITIGATION BENCHMARK: _._ ! -x-X- LIMIT Of WORK Top of Concrete Bound _�~ �'"' " -- -- _Sewer, I FENCE E 8 ASbest05 Cement EL=10.7(1988 NAVD Datum) r v! --- ._ �^-.�-ti^ LIMIT OF WORK 50 BUFFER. (Public wY �O � � '� MATURE CEDAR TREE - (PROPOSED-EXI5TING)4=MITIGATION REQ. wide) (274-197)4= 308 5F 308 51' CONSERVATION NOTES: 50-100'BUFFER: 0 (PROPOSED -EXI5TING)4=MITIGATION REQ. -•--_ .5. Coa5tal B \ 1.)LIMIT OF WORK SHALL BE AS SHOWN. A STAKED 9"STRAW WATTLE SHALL BE ___y_. �• Bank - ' ____1(1,055-997)3= 174 5F !74 5F -©- - - , CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF DP O// / e a _'v\�6 OF ANY WORK. TOTAL REQUIRED MITIGATION 482 5F �// / �I alt arch / 2.)ROOF RUN-OFF FROM DWELLING SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS TOTAL PROVIDED MITIGATION 38G 5F AND DKYWEI_L5 OR STONE TRENCHES UNDER DRIP LINES. DRYWELL5 SHALL BE.A MINIMUM Vol OF THREE, 20 ADS PIPES, TWO FEET DEEP WITH TWO FEET 3/4"STONE ALL AROUND. 1 3.)ALL D15TURBED AREAS SHALL BE LANDSCAPED. PLANTING SHALL CON515T OF MA55 RIVERFRONT AREAS: SLOPE GRA55 SEED MIX AND/OR AS CONDITIONED BY THE COMMISSION. 9y �� OAL 4.)CONTRACTOR, BUILDER AND OWNER SHALL REIVII THE ORDER OF CONDITIONS PRIOR LOT SIZE 10,701 51' Barnstable Bldg.Dept. TO AND DURING CONSTRUCTION. RIVERFRONT AREA 9,84 15F +� Salt Marsh $ D 10%RIVERFRONT 984 5F XIL Appl-nved by: DEGRADED AREA: APPROVED •••�.� FRONT DRIVE G4G SF • Ptrnllt #: _ IA 3 FRONT WALK 0 SF � +V1G'an �� 2018 i 432 Sr �a�er gr. 'LIIC .�Y � 9 Z��B HOUSE*PORCHES R er SHED 48 SFMaras 1n n of Barnstable 390 5F Tow REAR DRIVE --� .,Cre�. PLANNING TOTAL 2.51 G 5F ' �-- • • ..... a .,... • ,_,� ._VE 1 tyl� y .,n � t �N Ur Mq RFVri � AN, 3/29/18: ADDED LIMIT OF CLEARING, OUT510ij PROPOS ��H t3fAs �,�� Ssq PROP05ED DEGRADED RIVERFRONT AREA . Dye ED �P Sq v�y� o SHOWER, AC PAD * SMALLER FRONT PORCH W/STAIR FRONT LE55 THAN 10% �x TOF WtvG CJ��- JOI�RA cyG :! JOHN M. y�D EL_ 13.0-► `� M. `rrr'+ J � O'REILLY �t Property PROPOSED-EX15TING = EXPANDED AREA 000, `j TP a U P� 2,51 G-2,191 = 325 SF k :, v 01HEiLLY N 0 CIVIL Eli 9 NO,4f3733 NO.r & " EXPANDED RIVERFRONT 325 SF<8$4 SF(10%) r PORCH G Commerce Road, Barnstable, MA 02G70 (k .� , f .q, x I 'r ( S 1 c�, tiO,� SG(STEPN� k ^9�o Q .� IONAL� PROP05ED 51TE PLAN x i MITIGATION G Commerce Road, Barn5table, MA PROPOSED BAYBERRY HEDGE 1 ffAILJ.M. OTEILLY & ASSOCIATES INC. + TEN(1 O), 3-5 GALLON SHRUBS D ' ..� � M AREA = 35G 5F f x Professional Engineering & Land Surveying Services 1573 Main Street -- Route 6A 20 40 GO P.O. Box L773 ' 0 (508)896-660i Office Brewster, MA 02631 (508)896-6602 Pax '" DATE: =A5*Noted BY: CHECK: JOB NUMBER: SCAL.E I��20' 2 1 MTF .1M0 JMO-8337 ' G:WAjobslRccfrcague18337PKOP05ED.dwg 3/ 9/ 8 ----__,_...... Barnstable, ZONING TABLE MA AP-AQUIFER PROTECTION OVERLAY Barnstable Harbor RB-RESIDENTIAL DISTRICT REQU I REM ENT5: LOCUS LOT SIZE 43,5GO 5F ' Commerce Road FRONT SETBACK 20 FEET SIDE SETBACK 10 FEET PROPERTY 15 LOCATED IN THE FEMA REAR SETBACK 10FEET 100 YEAR, AE FLOOD ZONE EL= 12.0 BUILDING HEIGHT 30 FEET O FRONTAGE 20 FEET PER MAP# 25001 C0558J WIDTH 125 FEET s� EXISTING COVERAGE m Route GA LOT AREA 10,701 5F± / 8.3 m NOT TO SCALE LOT COVERAGE: J ®� House 535 SF± I O' PLAN: LAND COURT 17933A Sheds 159 5F± _ U oc ` �' •. DEED: CTF2019GG TOTAL G94 5F± I X 83nee 3 S ASSESSORS' MAP 301 PARCEL 15 COVERAGE=(G94/10,70 I)X I o0%=G.5%± 00' Riverfront 0.00 Area ' 7.0 LEGEND EXISTING AREA TABLE Natural Drive s.3� .s ��.. — 32 EXISTING CONTOUR 1 50 BUFFER: I 9.0 00' Riverfront 32 PROPOSED CONTOUR r- 8.0 x 8.3 Area FRONT DRIVEWAY 174 5F �; LOTS 17 T74 wn qre\a` s x 12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE FRONT WALKWAY 23 SF ' E' a' _ O 15F± m TOTAL 197 SF / U o �, 0,7 +� / —w— x � WATER SERVICE LINE o 50-100'BUFFER: / �' W —o— OVERHEAD UTILITY SERVICE cn -a.o __ U r —U— UNDERGROUND UTILITY SERVICE DRIVEWAY 218 SF ' , —G— GAS SERVICE LINE PAVED WALK 103 5F 7.7 TP HOUSE*STEP 547 5F Q sz s.7 bed x 7.9 TEST HOLE/ BORING LOCATION REAR REAR PATIO 129 SF �'SeWe Fie 0 Shed' S 7.9 ST SEPTIC TANK TOTAL 997 5F / r 6.6'+ _ it ,'Shed 3 Con - ' — 7.6 6s DB DISTRIBUTION BOX j c) /• o "rick Pats ' �' • —O . 0 100'Buffer sAs SOIL ABSORPTION SYSTEM RIVERFRONT AREA5: 80 c 7.7 cV Zone: BANK Reserve RESERVED FOR FUTURE Exist,, droo m ��' t° � UTILITY POLE LOT SIZE 10,701 SF 9 2 Be RIVERFRONT AREA 9,840 SF l ' / I TOF E9e m x 7.3 O ® CATCH BASIN 10% RIVERFRONT 984 SF �7.9 �6 9± FFEL_8 9±± La Wn Area 73 �" ® FEE HYDRANT LL EXISTING DEGRADED AREA: Zone ' ° a ® DRAINAGE MANHOLE FRONT DRIVE 391 SF FRONT WALK 1 2G SF I 7.8 7,5 6.9 ■ CONCRETE BOUND, FOUND HOUSE t-STEP 547 SF o� ----TOP OF BANK _ x— PATIO __ -3`79 SF' __ 8_ � - x 7.9 _ c 6.8 SHEDS 159 SF f � � � +I 7.5 LIMIT OF WORK REAR DRIVE 589 SF ( O ; � 'CO x 7.6 FENCE TOTAL 2191 SF ` O. N st7s•3 � Ts � LIMIT OF WORK Gras werfront �. � i--' _ s [`n� MATURE CEDAR TREE 100' R Drive 7.0 J" Area 8.9/ / , �` .� � 50'Buffer O 79.Ge, 'Ta Zone: BAN BENCHMARK: Top of Concrete Bound �- �= Edge O avemen 9 EL=10.7 (1958 NAVD Datum) / 77 _ \ ore. P CpNj �_Sew�1 g11 Asbe MERCY sto_lement (PLbIiC Wa _ d (t� (� 3, Y 40, Wide) EpLANMING lUJ l5 0 Ztl1� O,r MAR 3 PLAN 5. _ . Coastal Bank &DEVELOPMENT SCALE 1 "=20' j�d/ Edge o Salt Marsh TH15 AREA 15 SERVED BY TOWN WATER AND TOWN 5EWER j 9 k' \Q ® A Salt Marsh Of Teague Property w G Commerce Road, Barnstable, MA 02G70 O'REILLY, -tee P erg, ver__ s NO.4673 Existing Condition Plan ,h INN S1 G Commerce Road, Barnstable, MA SUIRIJ J.M. OTEILLY & ASSOCIATES, INC. Maraspin Creek: RIVER Professional Engineering & Land Surveying Services i 1573 Main Street — Route 6A 0 20 40 GO P.O. Bog 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax SCALE I"=20' DATE: SCALE: BY: CHECK: JOB NUMBER: G:\AAjob5\ReefTea6jue\8337exi5tmg.dwg 3/29/18 As Noted MTF JMO JMO-8337