The URL can be used to link to this page

Home My WebLink About0170 MILLWAY 170 iMILLWAY \/ °%1A44.06.. / 70 17° BUILDING DEPT, Town of Barnstable AUG 21 2020 eme n4,4. Building Department Services ; . 5' $ Brian Florence,CBO TOWN OF BARNSTABI_F ' • mmmm . . Building Commissioner Miasq �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# B Z0- 2.306 FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shedle- address ale' -tQ`b ( ) Village CD(Cefro —181 . gc9q - I501 Property owner's name Telephone number IO ' x IL9 6O0 -- 032-1-01 Size of Shed Map/Parcel# E-Mail f n-g hut bor'to ells 1 20 Signa s Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE/MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A /el PLOT PLAN elvi le 64t,\ al* Q-forms-shedreg REV:08/6/17 Shea, Sally From: Shea, Sally Sent: Friday,April 20, 2018 4:17 PM To: Sumner, Matthew; Pulsifer, Frank(fpulsifer@barnstablefire.org) Subject: FW: 172 Millway to 170 Millway Is this official? Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From: Scott Cordeiro [mailto:scordeiro@ eliassen.com] Sent: Friday, April 20, 2018 4:14 PM To: Shea, Sally Subject: FW: 172 Millway to 170 Millway From: Ruggiero,Amanda [mailto:Amanda.Ruggiero@town.barnstable.ma.usl Sent: Friday, March 02,2018 2:16 PM To: Pulsifer, Frank<fpulsifer@barnstablefire.org> Cc:greenlas@tob.town.barnstable.ma.us;Sumner, Matthew<Matthew.Sumner@town.barnstable.ma.us>;Scott Cordeiro<scordeiro@eliassen.com> Subject: RE: 172 Millway Thank you ! Scott, I have updated our online files and this is ready for signature by the Town Engineer. Upon his signature, I will scan a copy to you as well as others. Amanda Amanda Ruggiero, PE Barnstable DPW-Assistant Town Engineer Office: 508-790-6400- Cell: 774-487-2834 Amanda.Ruggiero(o�town.bamstable.ma.us 1 From: Frank Pulsifer [mailto:FPulsifer@barnstablefire.orq] Sent: Friday, March 02, 2018 1:59 PM To: Ruggiero, Amanda Cc: greenlas@tob.town.barnstable.ma.us; Sumner, Matthew; scordeiro@eliassen.com Subject: RE: 172 Millway Hi Amanda...so sorry I dropped the ball on this. I was slammed when I got back from vacation and forgot to follow up. Yes, it looks fine to split the parcels to 170 and 172. Please advise them that they will need to post both numbers at the base of the driveway and it must also be visible and clearly identify each property where the driveway splits. Thanks for the reminder. Best, Frank From: Ruggiero,Amanda [mailto:Amanda.Ruggiero@town.barnstable.ma.us) Sent: Friday, March 02, 2018 1:41 PM To: Frank Pulsifer<FPulsifer@barnstablefire.org> Cc:greenlas@tob.town.barnstable.ma.us;Sumner, Matthew<Matthew.Sumner@town.barnstable.ma.us>;scordeiro@eliassen.com Subject: RE: 172 Millway Hi Chief,following up from Matt's request below, Mr.Corderio (781-929-1501) reached out to our office today to request the address change noted in this email below. Mr. Corderio noted he would provide the documentation that they have a recorded easement over 176 Millway. Can you please advise if 170 Millway would be an acceptable change request? Thank you, Amanda Amanda Ruggiero, PE Barnstable DPW-Assistant Town Engineer Office: 508-790-6400- Cell: 774-487-2834 Amanda.Ruquierrg@fown.bamstable.ma.us 2 From: Sumner, Matthew Sent: Friday, February 23, 2018 2:39 PM To: 'greenlas@tob.town.barnstable.ma.us' Cc: Ruggiero, Amanda; Pulsifer, Frank Subject: FW: 172 Millway Hi Chief, I will be out next week, so please send any update to Amanda, who will make any changes on our end, and Susan, who has a voter registration from this address to process (both CC'd). Best, Matt From: Frank Pulsifer [mailto:FPulsifer@barnstablefire.orq] Sent: Wednesday, February 21, 2018 2:37 PM To: Sumner, Matthew Subject: Re: 172 Millway Hi Matt: I'm on vacation this week. Ok to get back to you on Monday? Frank 3 From:Sumner, Matthew<Matthew.Sumner@town.barnstable.ma.us> Sent:Wednesday, February 21,2018 2:35:11 PM To: Frank Pulsifer Subject: 172 Millway Hi Chief, Can you check your records for 172 Millway? Parcel 300/034 was split and a new parcel (300/034/001)was created to the south. I believe that both parcels will share access to Millway via the existing driveway. Both are listed as 172 Millway in my records, but I would recommend changing the southern parcel to 170(owner preference)or 168. Please let me know what works best for you. Best, Matt Matthew Sumner Barnstable DPW-Engineering Records and Assets Manager Office: 508-790-6400 x4942 Matthew.Sumner(a�town.barnstable.ma.us 4 C2,,,c)\ --) BUILDING DFP1 12' WID - � SEP 27 2018 E RIGHT OF WAYZ TOWN OF BARNSTABLL \ s7 —~ DRIVE —8'41'13..E — MILLWAY 170. m rn — S80,46,31"E o) — 110.84. M co 121 0. / I EXISTING 3 FOUNDATION o N TOF=21.0 'g- o ,- d: cD c, eh rn MAP 300 PCL 34-001 Li -� w 51,046f S.F. 83.4, co N77.39'53..W 248,31, i I AS l tUILT FOUNDATION PLAN DCE #17-079 LOCATION ; 170 MILLWAY BARNSTABLE, MASS. PREPARED FOR: SCALE : 1 " = 50' DATE SEPT. 27, 2018 SCOTT C. CORDEMO REFERENCE ASSESS MAP 300 PCL. 34-001 �As' � 4t�i of rtAss -.. DB 30670 PG 24 -.o`'S` DANIEL �cy�s ��,, I HEREBY CERTIFY THAT THE STRUCTURE ? 0 p AIAcn SHOWN ON THIS PLAN IS LOCATED ON THE • NJAL 30. I` GROUND AS SHOWN HEREON. -o IT off 508-382-4541 "., °PP.sSU s‘.9 f Q ". 0 fox Boa 382-9eeo RNO R�E�� down cope engineering, inc. Z.,_a l 1 CIVIL. ENGINEERS LAND SURVEYORS 939 Mole Street — YARMOUTHPORT, .MASS. DATE REG. LAND SURVEYOR OE Town of Barnstable � a � • cN Ii/1 e e t l j� .. .fln Post This Card So That it�3is,Visible'From.the Street Approved Plans Mustzbe Retained on Job,aand this Card.Must be Kept:- ," 9M'�-� � kPoste�dUntil Final Inspection;Has Been Made ' '� �k � � � � � F'° ° =63s.a ` , Y moo 3, _. ;�, ,i Permit iWhere^a Certificate of OFccupancy is Requ red,sucht8uild g shall.Notli,e,Ocupied until a F nat Inspect�on!has been made 1 Permit No. B-17-2490 Applicant Name: Lincoln Stubbs Approvals Date Issued: 12/10/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 06/10/2019 Foundation: Location: 170 MILLWAY,BARNSTABLE Map/Lot: 300-034-001 Zoning District: RF-1 Sheathing: Owner on Record: GUTOWSKI,ANDREW Contractor Name. .Balanced Hvac Inc Framing: 1 Address: PO BOX 616 ` Contractor License: 143 2 BARNSTABLE, MA 02630 Est. Project Cost: $24,000.00 Chimney: Description: 5 zones of heating and cooling with Bryant furnace and central AC Permit Fee: $85.00 Insulation: system $`: ti • Fee`Paid: $85.00 Project Review Req: Required Documents Per 2015 IECC Required to be on site for Date: 12/10/2018 Final: inspection k : k i ases� Plumbing/Gas Rough Plumbing: * Building Official Final Plumbing: d` ' Rough Gas: fir �r This permit shall be deemed abandoned and invalid unless the work authonzeby this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the';approved construction documents fora which this •permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road andhall s be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are prgvided'on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: ' 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: �4��FZHE Toy Town of Barnstable { •• BARNSTABLE. : Building Department- 200 Main Street i 9$ ' ; `0�a Hyannis, MA 02601 ' '40 hoi' Tel. (508) 862-4038 , .„ Certificate Of Occupancy Permit Number: B-17-2023 CO Issue Date: 9/4/2019 Parcel ID: 300-034-001 Zoning Classification: RF-1 Location: 170 MILLWAY, BARNSTABLE Proposed Use: Single Family Home Pa Name of Tenant: Sprinklers Provided: NO Gen Contractor: JAMIE M WEINSTEIN Permit Type: Residential -Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 Comments: ( 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition - 1 , 4,,":71 , „, Town of Barnstable Building e t` L t This:Card rtIttvisible f om the Street' ' g " " r,,'):4 -.." ppr ved Plans Must be Retained:a �o,b nd;t ,41,1 rd:Must be"Keptst„. ,. il�Firial lns....,. �n Has B — -, , ,'de. i ' F S �' �t • i634 Y .. ° . ., 'i, �r a ,r .4 a i.t e 619.R Where-,Certificate; . ®ccupancyla Required„such Building shall'Not a - Occupied until a�Final inspection has been made., Permit No. B-17-2023 Applicant Name: BRIAN BURBIC Approvals Date Issued: 07/24/2017 Current Use: Structure It Permit Type: Building-New Construction-1 or 2 family Expiration Date: 01/24/2018 Foundation!')`aoki 9 �'—e9 Residential Map/Lot: 300-034-001 Zoning District: RF-1 Sheathing:‘-h .ia^3^ is- CO oK Location: ' -MILLWAY,BARNSTABLE r ` T' � ptCk i AA p®ire.4 ,, ti Sri ,� k xontractor Name: BRIAN BURBIC 1 Framing: .1 Owner on Record: GUTOWSKI,ANDREW ', 4 „ w i z* g 4�, < * x"�, Contractors license�,174645 t{�a� 20k FA g 3 —t i"1 q Address: 195 DROMOLAND LANE "4-" � 's Est. Project Cost: $525,000.00 Chimney: CUMMAQUID,MA 02637 �. �� , Permit Fee: $2,802.50 Description: Construct a new 4 bedroom,3 1/2 bath residence,3228 sgft with a 2 44 Insulation: P , W ' 1 Fee Paid $2.802.50 car garage first floor 916 sqft,second floor playroom Final: ' Date " 7/24/2017 NOTE:address is 172A Millway(RMCK) 1.„4, .5 4�- �u • r,s , N G0 Plumbing/Gas Project Review Construct a new 4 bedroom, ~��j Req: 3 1/2 baths rrm clence,3228 sgft "A Rough Plumbing: with a 2 car garage first floor 916 sqft,second floor playroorii ?., 3� Building Official Final Plumbing: NOTE:address is 172A Millway(RMCK)� �: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized b y�this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application andtheapproved construction documents for whichgthis permit has been granted. • final Gas: r.All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access st et or road and shalll be maintained open for public inspection for the entire duration of the ' �, ,> �-,.: �� , �, �� Electrical work until the completion of the same. A , ". z� °" 4 _. ;3lute,A lawalle, Service: The Certificate of Occupancy will not be issued until all applicable signatures bthe Building and Fire Officia sare p ovided o=this permit. g Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection . . Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy ' Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. _-- Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGLc.142A). Final: Building plans are to be available on site - - All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' , + TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 300Parcel (757D Q Application # / V Health Division ,, ri_ Date Issued 7/ /(? O1 Conservation Division Application Fee Planning Dept. (A ,� •� Permit Fee O' • -11D Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis • Milt/Gel) Project Streeti Address H I L-U,JA'4 , I7aY1.I S1AA1a1 MA , 0 Z 2'3O Village �r.46,12htS'f l E D Owner - "crl'T iJD 9I41,1E (Or17 Address ,SAMt AS Asa./ Telephone 50 — Permit Request `� CO • 1 - N 4 •err ' aM 3 ' ' T` W 17�F 4 _ _ C►�►.-�A ._ �11 fig'Sc��-r , �. n r- 1106 P'I. Square feet: 1st floor: existing/,E') proposed 2Z33"2nd floor: existing Pf proposed `1 I5 Total new ?32Z e)•' Zoning District R.F—1 Flood Plain f B Groundwater Overlay Project Valuation' J52 ,OOd Ccnstruction Type rygHe. Lot Size 5 Il 04 (c Sex ill' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure MEW Historic House: ❑Yes XNo On Old King's Highway: ❑Yes Nlito Basement Type: >f Full ❑ Craw' XWalkout ❑ Other Basement Finished Area(sq.ft.) 168 391-t_ Basement Unfinished Area (sq.ft) 'O Z LI Number of Baths: Full: existing 0 new 3 Half: existing fi new I Number of Bedrooms: 0 existing 4 new Total Room Count (not including baths): existing new 8 First Floor Room Count 5 Heat Type and Fuel: "Gas ❑ Oil ❑ Electric ❑ Other Central Air: (((Yes ❑ No Fireplaces: Existing New V ( I) Existing wood/coal stove: ❑Yes Ig No Detached garage: ❑ existing new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use d 911 we,- Lai': Proposed Use /2.6Sipa.17/,4le Hi)U APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name P2i2b114 . r..457I Telephone Number 5 o- Address 4 S , rt1.iH1 IA- !Film:, License # 109 14 5 12145'1H16, N1A . 4 2 (06'8 Home Improvement Contractor# j 711 r,4 5 Email !j bur b 1l'.c i i t cc iv)Cater , Y)•2$Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE " u' DATE C/z-7/ 2-0 11 FOR OFFICIAL USE ONLY APPLICATION,# DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 445,‘ i t!! Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 • Fax: 508-790-6230 • Property Owner Must Complete and Sign This Section If Using A Builder • • I, Salt C- rat!`_ ,as Owner of the subject property hereby authorize lA,s• rse•vr�t c. to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 Z M.I l w —tac r�S LitAk 14.e.. 42 G 3 o (Address of Job) tf- e0.."( 3l 3• Signature of Owner Date JColt C. Cor e -o Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\L7U69LF2\EXPRESS(2).doc 01/25/17 COIZI, G1rz.o & q i E0 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zor. 4tpat Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1) Veck '1.1 SCOPE 3' Wind Speed(3-sec.gust) 110 mph ; Wind Exposure Category Bt doore- 1.2 APPLICABILITY 6 Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2- stories 5 2 stories Roof Pitch (Fig 2) �r 14L� 5 12:12 Mean Roof Height (Fig 2) Yel..-0 , �, ft 533' V Building Width,W (Fig 3) 3 3,f&Li.ft <_80' V. Building Length, L (Fig 3) gpL_.`9 ft 5 80' V Building Aspect Ratio(LW) (Fig 4) 2.60_<_3:1 Nominal Height of Tallest Opening2 (Fig 4) tp'-Q'5 6'8" 17 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) AZ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry V 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) Z'y in. V Bolt Spacing from end/joint of plate (Fig 5) .6;"I in.5 6"-12" ✓ 1Hu Bolt Embedment-concrete (Fig 5)...... , ....''in.a 7" V Bolt Embedment-masonry (Fig 5) in.a 15" Plate Washer (Fig 5) a 3"x 3"x%" 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) /V ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) D ft 5 d 1/ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) ft 5 d Floor Bracing at Endwalls (Fig 9) 1/ Floor Sheathing Type (per 780 CMR Chapter 55) /fp" Ix..P..Vith iPC. 1/ Floor Sheathing Thickness (per 780 CMR Chapter 55) ft-in. / Floor Sheathing Fastening (Table 2)...FS d nails at 1" in edge/9"in field ✓ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) ft 5 10' Non-Loadbearing walls (Fig 10 and Table 5) 12 ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) (k in.5 24"o.c. Wall Story Offsets (Figs 7&8) tf ft 5 d ✓ • 4.2 EXTERIOR WALLS3 Wood Studs S • / Loadbearing walls (Table 5) 2xl.ft j2_in. V Non-Loadbearing walls (Table 5) 2x ..- ft in. Gable End Wall Bracing 1 Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) ---'ft aW/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11) t7- or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays 1/ Double Top Plate Splice Length (Fig 13 and Table 6) ft ✓ Splice Connection(no.of 16d common nails) (Table 6) AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) 2. V Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) Z. .. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ft to in.<11' V Sill Plate Spans (Table 9) gL ft to in.<11' 1/ Full Height Studs (no.of studs) (Table 9) �/ Non-Load Bearing Wall Openings(record largest opening but check all openings for oomph -ire to Table Header Spans (Table 9) • ft ..O in.<_12' Sill Plate Spans (Table 9) ft io"in.<_12" Full Height Studs(no.of studs) (Table 9) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 . Minimum Building Dimension,W Nominal Height of Tallest Opening2 4!s81<6'8" Sheathing Type (note 4) s, w2.. Edge Nail Spacing (Table 10 or note 4 if less) , Field Nail Spacing (Table 10) all_in. AI— Shear Connection(no:of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) % _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension,L / Nominal Height of Tallest Opening2 4.'"g 1'5 6'8" 1/ Sheathing Type (note 4) ,.C '- ._ Edge Nail Spacing (Table 11 or note 4 if less) in. _V____ Field Nail Spacing (Table 11) 41..... y Shear Connection(no.of 16d common nails)(Table 11) V Percent Full-Height Sheathing (Table 11) 1-% 1� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) .LZ_ Wall Cladding Rated for Wind Speed? AZ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) 1/ Roof Overhang (Figure 19) 1 ft s smaller of 2'or U3 l/, Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors �22 Uplift (Table 12) U=�`'_ plf ✓ Lateral (Table 12) L=1Tfe plf Shear (Table 12) l S= 77 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=LZ7 plf V Gable Rake Outlooker (Figure 20) ) ft<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors A Uplift (Table 14) U=4)7 lb. -14 Lateral(no.of 16d common nails)...(Table 14) L•= 174 lb. Roof Sheathing Type (per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness S in. a 7/16"WSP� Roof Sheathing Fastening (Table 2) ' {/ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide a. Steel Straps per Figure 5 • b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ✓ d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is dd d o the perce t fulThei'gh sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment z THIS EDGE RESTS ON FRAMI__ \WHEN TVoNGfJSE&!NAiIS .-r.-- - T5'ba. u n II la 11 II It IS 11 II It II W u 1.1 y II:Hi1 ti II u • 19 ( 11 Il i I (q1 11 Ke II I/,T 11 PI O' Ii i F A It it ' 11 a fy1 II R is II i1 II a N S 14 fi 2 14 Q II Ir =. u a 0 n u A © II u w 11 � u If u le, ; y �y I1 11 ii F U 1i itso II . 11 41 Ir lit II LVI a I i it IL1 • ' II Q ii :pi 111 y ' 11 C`l II I• F lI i1 1i zi ii II I, i1 rl II 11 M • II I II 11 II .1 DOUBLE EDGE NAIL SPACING 1 1 PANEL -_ d IJ v See Detail on Next Page • Vertical and Horizontal Nailing for Panel Attachment ., • AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 • • • 6 N Z Q cod :\ . • I I a %. FRAMING MEMBERS a. 1 EDGE INTERMEDIATE '"I it ) . .s, 1 • tz • .- S"MIN. STAGGERED " NA9L PATTERN PANEL PANE_EDGE DOUBLE NAIL EDGE SPACCiG DETAL • Detail Vertical and Horizontal Nailing for Panel Attachment . 1 I 0 Generated by REScheck-Web Software Project SCOTT CORDEIRO Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,179 ft2 Glazing Area 20% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using Mtrade-off Compliance: 10.0%Better Than Code Maximum UA: 530 Your UA: 477 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 ] Cont. Assembly Cf/ R-Value U-Factor Q� Perimeter Ceiling:Steel Joist/Rafter, 16in.o.c., 2x10 2,434 49.0 0.0 0.028 68 Wall: Wood Frame, 16in. o.c. 3,200 27.0 0.0 0.051 130 Window:Wood Frame,2 Pane w/Low-E 490 0.280 137 Door: Glass 165 0.290 48 Basement: Solid Concrete or Masonry 2,079 0.0 15.0 0.045 94 Wall height: 10.0' Depth below grade:9.0' Insulation depth:9.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC require nts in REScheck Version 5.5.0 and to comply with the mandatory requirem s listed in the REScheck Inspection Checklist. ems- (C >' (2 Name-Title S' tur Da Project Notes: 172 A MILL WAY BARNSTABLE, MA Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 1 of 9 , REScheck Software Version 5.5.0 Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section . _ Plans Verified. Field Verified # Pre Inspection/Plan'Review Complies? S' Y Comments/Assumptions 4 ' . Value Value 103.1, Construction drawings and ❑Complies Requirement wilt be met. 103.2 ',documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable Location on plans/spec: el building envelope.Thermal SEE MECHANICAL PLAN envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2, :documentation demonstrate a ,, -d l ODoes Not 403.7 energy code compliance for , [PR3P :lighting and mechanical systems. ❑Not Observable Systems serving multiple Observable,.., Applicable ;dwelling units must demonstrate ,w„ ;compliance with the IECC Commercial Provisions. 4, ' , . 3021 -'i Heating and cooling equipment is Heating: Heating: DComplies Requirement will be met. 403.7 /sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ,,* Manual J or other methods Btu/hr Btu/hr [Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 2 of 9 ii1 +Section"' ,,v - �+.,.: :. *s .� ,aw. ." ‘.1.." Plans Verified Field.Venfied; - e "° ' 1, # Foundation Inspection s Complies? omments/Assumptions ' 'Value Value w -&Req.ID _ .: , 402.1.1 :Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 ;insulation R-value.Where interior R- R- ODoes Not table for values. insulation is used,verification ❑Not Observable :may need to occur during Insulation Inspection.Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 7, i 303.2 :Conditioned basement wall '.. ❑Complies Requirement will be met. [F05]1 :insulation installed per . ODoes Not ta manufacturer's instructions. - : Location on plans/spec: ❑Not Observable SECTION 1A . ' S "❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 :insulation depth of burial or ❑Does Not tab►e for values. la distance from top of wall. :Not Observable ❑Not Applicable 303.2 1.._,:IA protective covering is installed X A ❑Complies Requirement will be met. (F011]2 ;to protect exposed exterior DDoes Not insulation and extends a Location on plans/spec: minimum of 6 in. below grade. ❑Not Observable SECTION 1A ❑Not Applicable 403.9 ''Snow-and ice-melting system ❑Complies Exception: Requirement is [F012]2 `controls installed. ‘&. ❑Does Not not applicable. ', ['Not Observable 4; : ONot Applicable Additional Comments/Assumptions: ]. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 3 of 9 Section . . Plans Verified Field Verified " '# Framing/Rough In Inspection Complies?. Comments/Assumptions Req.ID • -. K Value Value 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, :average). ['Does Not table for values. 402.3.3, 402.3.6, ' f ❑Not Observable 402.5 1 ONot Applicable [FR2]1 303.1.3 U-factors of fenestration products ,.;. R. ' ``Y❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or * ONot Observable Location on plans/spec: taken from the default table. o servae SECTION 1A ONot Applicable 402.4.1.1 Air barrier and thermal barrier 4 '1 g ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's '' `'' ODoes Not instructions. ONot Observable Location on plans/spec: " ❑Not Applicable SECTION lA 402.4.3 Fenestration that is not site built ,.' • ;0. .re ❑Complies Requirement will be met. [FR20]1 i is listed and labeled as meeting ,y,v,, ❑Does Not GI AAMA/WDMA/CSA 101/1.S.2/A440 �• or has infiltration rates per NFRC:or Observable 400 that do not exceed code 1,' v ONot Applicable ;limits. v.,4`° N 4024 5 '1 IC-rated recessed lighting fixtures „ "' ❑Complies Exception: Requirement is [FR16)2 sealed at housing/interior finish v r . ODoes Not not applicable. and labeled to indicate s2.0 cfm leakage at 75 Pa. „'` . ONot Observable • ` t ONot Applicable 403.2.1 Supply and return ducts in attics ,• �,,,,,. 0 + ❑Complies Exception: Ducts located [FR12]' insulated >=R-8 where duct is 4 ODoes Not completely inside the tili >=3 inches in diameter and >= building envelope. R-6 where<3 inches.Supply and I return ducts in other portions of 4' ONot Applicable ;the building insulated >= R-6 for • 4.4 �P diameter>=3 inches and R-4.2 .. ,- v.._ ' 'for<3 inches in diameter. h `" 403.3.3.5 i Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ODoes Not -,A❑Not Observable am,, ,.,„ - ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17)2 :` above 105 9F or chilled fluids ODoes Not below 55 QF are insulated to aR- .: 3 ❑Not Observable ' ONot Applicable 403.4.1 Protection of insulation on HVAC — 4• ❑Complies Requirement will be met. (FR24]1 piping. ❑Does Not a _ ONot Observable "" ONot Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 `' ?R-3. ODoes Not ONot Observable ONot Applicable 403 ;� Automatic or gravity dampers are a r ' :Complies Requirement will be met. 6 � � � [FR19)2 installed on all outdoor air 4. DDoes Not intakes and exhausts. Location on plans/spec: 'ONot Observable SECTION 1A : - if ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `:2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 5 of 9 Section ' Plans Verified- leld Verified'%,:;# Insulationlnspection Compile ? • Comments/Assum ptions Value. Value - tRe ID 303.1 All installed insulation is labeled ,4 , ❑Complies Requirement will be met. (IN13]2 iorthe installed R-values '{❑Does Not provided. ❑Not Observable II❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least Y2 of the ❑ Wood 0 Wood ODoes Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel 0 Steel ❑Not Applicable 303.2 Wall insulation is installed per '$r ❑Complies Requirement will be met. [IN4j1 :manufacturer's instructions. ❑Does Not i 4 4 w , -'¢ Location on plans/spec: ❑Not Observable SECTION 1A ONot Applicable Additional Comments/Assumptions: 1 High Impact flier 1) ;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 6 of 9 Section Final Inspection Provisions Plans Verified' ^Fieli'ieefiedd Complies' ' *Comments/Assumpt ons Valuer. 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood 0 Wood ODoes Not table for values. 402.2.2, ❑ Steel 0 Steel ONot Observable 402.2.E ONot Applicable PPlicable 303.1.1.1, ;Ceiling insulation installed per '7 04 ,� ;,❑Complies Requirement will be met. 303.2 ;manufacturer's instructions. -" ODoes Not [F12]1 ;Blown insulation marked every , .; k. Location on plans/spec: ❑Not Observable 300 ft2. ' ''' .' 4 SECTION 1 A 4 a, 4 1 b y ❑Not Applicable 402 2.3 Vented attics with air permeable , ❑Complies Exception: Requirement is [F122]2 insulation include baffle adjacent ODoes Not not applicable. Ito soffit and eave vents that extends over insulation. * ,t` ' ❑Not Observable `. _ ONot Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ODoes Not adjacent assembly. Location on plans/spec: ONot Observable SECTION 1A ONot Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ❑Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2,and ODoes Not <=3 ach in Climate Zones 3-8. ONot Observable ONot Applicable 402.4.2 ;Wood-burning fireplaces have .�-'' , `-d ' 'DComplies Exception: Requirement is [FI8]2 /tight fitting flue dampers and ODoes Not not applicable. outdoor air for combustion. r � s ONot Observable ' r ..' e4444 : ONot Applicable t : 403.2.3 Duct tightness test result of<=4 r _ cfm/100 cfm/100 ,❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ODoes Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa.For rough-in :Not Observable tests,verification may need to ONot Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F127]1 ;determine air leakage with ft2 ft2 ODoes Not handlers are located within ;either: Rough-in test:Total ONot Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ONot Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated -, 1. ' ❑Complies Requirement will be met. [FI24]1 ;by manufacturer at<=2%of e r` ODoes Not design air flow. # IP •. '_` ' '' ONot Observable tr"' ONot Applicable 403.1 1 - i Programmable thermostats v OComplies Exception: Requirement is [FI9]2 installed for control of primary ,° . A4 'ODoes Not not applicable. s heating and cooling systems and *} ' initially set by manufacturer to * i s :Not Observable code specifications. ONot Applicable 403.1.2, , Heat pumpthermostat installed ',,-1, �. 1 �� ❑Complies Exception: Requirement is (F110)2 on heat pumps. x ' ' ODoes Not not applicable. ONot Observable ,• ,ft ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 7 of 9 • Section Plans Verified Field Verified # Final Inspection Provisions - _ Complies? 4.Comments/Assumptions Value Value; &+Req.ID' ,• - _ - `_,3 _ :_. 403 5 1 Circulating service hot water t w. , ❑Complies Requirement will be met. [FI11]2 systems have automatic or 4 Does Not accessible manual controls. -..,-;,-a, ONot Observable ❑Not Applicable 403.6.1 )All mechanical ventilation system a� _ ❑Complies Exception: Requirement is [F125]2 fans not part of tested and listed , ❑Does Not not applicable. 1 HVAC equipment meet efficacy a ONot Observable land air flow limits. ] �' - ' ONot Applicable 403.2 . /Hot water boilers supplying heat - ❑Complies ,Requirement will be met. [FI26]2 'through one-or two-pipe heating g " M1' ODoes Not systems have outdoor setback i 3 control to lower boiler water d �- 3 ' :Not Observable temperature based on outdoor .`, ONot Applicable jtemperature. 1 > ttv :� 403.5 1.1;.i Heated water circulation systems peg: '. , ' yp ❑Complies Exception: Requirement is [F128]2 have a circulation pump.The °` a _ ' ODoes Not not applicable. system return pipe is a dedicated a' ". return pipe or a cold water supply r, :Not Observable pipe.Gravity and thermos- ' v • ONot Applicable syphon circulation systems are _ ,t-. not present.Controls for circulating hot water system `4 I pumps start the pump with signal o r;", for hot water demand within the "i. : A, l occupancy.Controls r e „w" R ` ""'c 1. a '• # , °': automatically turn off the pump r '� , �� when water is in circulation loop , $ '. 14 , ,is at set-point temperature and 4. : �. ; $ t - :.p no demand for hot water exists. -a, 403.5.1.2` Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ODoes Not not applicable. 515. Controls automatically . adjust the energy input to the P :Not Observable i heat tracing to maintain the . « " ❑Not Applicable desired water temperature in the �: v /piping. 1 �. , >'', 41 : i 4035 2, Water distribution systems that OComplies Exception: Requirement is [FI30]2 ' have recirculation pumps that ODoes Not not applicable. pump water from a heated water ' " supply pipe back to the heated 'y ONot Observable water source through a cold V ONot Applicable water supply pipe have a demand recirculation water ` °... :z - system.Pumps have controls that manage operation of thel'' `P pump and limit the temperature A 4 ;1 of the water entering the cold '" ''' :- water piping to 1049F. 403.5.4 I Drain water heat recovery units - 'tic:„ ❑Complies Exception: Requirement is [F131]2 !tested in accordance with CSA . ODoes Not not applicable. B55.1. Potable water-side pressure loss of drain water heat d ` ' ❑Not Observable recovery units<3 psi for ONot Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ..9; heat recovery units< 2 psi for € 'i % individual units connected to t *` • ,three or more showers. „' . ` 404.1 ;75%of lamps in permanent -* "'44‘.- ❑Complies Requirement will be met. [FI6]i fixtures or 75%of permanent 4- , ❑Does Not fixtures have high efficacy lamps. 4 "— Does not apply to low-voltage ONot Observable lighting. ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 8 of 9 Plans.Verified Field Verified & ReSect' ID `"-s nspection Provisions. -x ;.Complies?, Comments/Assumptions: # Final 1 q: Valuej. ,,a Value .. �b• , 404.1.1 ]Fuel gas lighting systems have � l❑Complies Requirement will be met. (F123)3, j no continuous pilot Tight. a .45t ❑Does Not [Not Observable _•b r ❑Not Applicable 401.3 ""Compliance certificate posted. . ❑Complies Requirement will be met. . [FI7]2 ❑Does Not ONot Observable a ram ❑Not Applicable 303.3 Manufacturer manuals for .. t ` g " i ❑Complies Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not systems have been provided, [Not Observable :Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SCOTT CORDEIRO Report date: 05/22/17 Data filename: Page 9 of 9 ®� 5 DECC Energy E ciency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): lam Door Rating U-FactorEOM Window 0.28 Door 0.29 Heating esCooling Equipment =MEV Heating System: Cooling System: Water Heater: Name: Date: Comments ,yam S Zf r �• ,r � Member Report T 10 ",0$. software by Weyerheause. Floor Container.FC1 I Label:J12'I Design Tag:i1843 Q� ' i• Design Passed 1 piece(s)of 9112"TJI®230 4i , ® Member Type FloorJctst I Levi:1st Floor j1_o4, Product is Sufcient forApplication and Loads DescribedT LC.S, .> 1 2 'I 4t 10•7 4/4 w11li Building Code: IBC 2015 Design Methodology:ASD Member Cut Length: 10'11 1/2" Member Drawing Not to Scale Design Results resign IS Location Allowed Result 1,42E Load Combination-(Load Groual Critical Readron 326 lb CO 31/4 1485 Ib(3 5") Passed 22% 100 1.0 D+1.0 L-(0) !Shear 3051b @ 41/4" t 13301b ' Passed-23% 1.00 10 D+1.0 L-(0) j Moment 808 lb-ft @ 5 5 3/4" } 33301b-ft Passed 24% 1.00 1.0 D+1.0 L- 0 Live Load Deflection 0.06"@ 5 5 11/16" 0 26"U480 Passed-U999 - 10 D+1.0 L-(0) 'Total Load Deflection 0 08"(5 511/16" _ _______0 52"U240 _ ^Passed_U999 1.0 D+1.0 L-(0) rTJ Pro Rating 58 25 Passed Decking Material&Attachment 23/32"x48 x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF- Glue And Nail Deslan Notes: •For TJ-ProTM Rating calculation the controlling span is considered to be supported by wells. 'Bracing(Lu):All compression edges(top and bottom)must be braced at 7-03-01 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loafing section. TJ-Pro7°'Rating,if shown,is based on 1-04-00 o.c.spacing. Surports: Maximum Loads to Supports uS oil Start:End Redd Brq Sgurce Ilitfl4 Floor Live Roof Uve BMW 1 Cr:41/4" 1.75" F19019) 76 lb 254Ib - - 2 10'7 1/4":10'11 1/2" 1.75" F1206) 771b 257 lb - - Loads: Maximum Loads on Member Type Start:End Combine Sources Dead Floor Live Roof Live Snow Uniform 0":10'11 1/2" - FC1 Floor Decking 14 lb/ft 46 lb/ft - Errors.Waminas.&Notes: •If sloping roof loads are applied to this member,the rod dead Iced has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-Prona Rating shown above is based on the default decking for the floor container. Special decking(f used)was not used in determination of the TJ-ProTM Rating. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 s ' °_ Member Report ./ Ai software by Weyerhaeuser Floor Container:FC1 I Label:J12' Design Tag:i1843 Design Passed 1 piece(s)of 9112"TJI®230 Member Type:Flooubist I Level:1st Floor Product is Sufficient.for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. • SUSTAINABLE FORESTRY INInATIVE CJ Alt E L 9 Member Report • software by Weyer been se, Floor Container.FC2 I Label:J16'I Design Tag:i1946 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist l Level:2nd Floor Product is Sufficient for Application and Loads Described • _ 1. 1 ,_. L., 1 ,., 1 2 '43n- 1s r 'I'411le t15"8* 11/ Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 15'8" Member Drawing Not to Scale )Design Results; Peskin @ Location Bow La Load Combination-(Load Group) • i Critical Reaction 435 lb @ 1 3/4" 1305 lb(2.75") Passed-33% 1.00 1.0 D+1.0 L-(0) � i Shear 422 lb(d 2 3/4" 1330 lb Passed-32% 1.00 1.0 D+1.0 L-(0) j Moment --- 1628 lb-ft I§T 9 1/4" 3330 lb-ft Passed-49% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.22"i 7'9 1/4" 0.38"U480 Passed-U841 MI 1.0 D+1.0 L-(0) i Total Load Deflection 0.30"@I T 9 1/4" 0.76"U240 Passed-U601 1.0 D+1.0 L-(0) ITJ Pro Rating 46 _ 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF- Glue And Nail Design Notes: *Additional considerations for TJ-Pron'Rating indude ceiling. •For TJ-Pro'""Rating calculation the controlling span is considered to be supported by walls. *Additional considerations for TJ-Pron4 Rating include strapping. *Bracing(Lu):All compression edges(top and bottom)must be braced at 5-01-05 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loading section. TJ-Pro'*'Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Redd Br'Q Source Dead Floor Live Roof Live Snow 1 0":2 3/4" 1.75" E1(i48) 124 lb 311 lb 2 15'3 3/4":15'8" 1.75" E19(i88) 128 lb 320 lb - - • Loads: Maximum Loads on Member • Tvoe Start:End Combine Source Dead Floor ive Roof Live Snow Uniform 0":15'8" - FC2 Floor Decking 16 lb/ft 40 lb/ft - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447-Campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 ,JJ A V E L I N m Member Report • software by Weyerhaeuser Floor Container.FC2 I Label:J16'I Design Tag:i1946 Design Passed I piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist i Level:2nd Floor Product is Sufficient for Application and Loads Described The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pron,Rating. *Load Duration Factors:Dead-0.90,Floor Uve-1.00,Roof Uve-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 JJ A V E L II N c Member Report software by Weyerhaeuser Floor Container.FC2 I Label:J14'I Design Tag:i1899 ' Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described 2 1 • "I JiU' 12'11 78 i/ 1321B' 'I Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 13'2 1/8" Member Drawing Not to Scale E pesiati®Location t �Deslsin Results; Allowed Result ) )oad Combination (Load _., i Critical Reaction 815 Ib @ 1 1/4" 1183 lb(2.25") Passed-69% 1.00 1.0 D+1.0 L-(0) I Shear 929 lb @ 2 1/4" 1530 lb Passed-61% 1.15 1.0 D+0.75 L+0.75 S-(0) I Moment 1595 lb-ft @ 5'7 9/16" 33301b-ft Passed-48/e 1.00 1.0 D+1.0 L-(0) I Live Load Deflection 0.14"l 6'6 3/16"— 0.33"U480 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.23"(d 6'4 13/16" 0.65"U240 Passed-U672 - 1.0 D+1.0 L-(0) rTJ Pro Rating _J 49 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF- Glue And Nail Design Notes: *Additional considerations for TJ-ProT"t Rating include ceiling. *For TJ-Pro""Rating calculation the controlling span is considered to be supported by beams. *Additional considerations for TJ-Pron'Rating include strapping. - *Bracing(Lu):All compression edges(top and bottom)must be braced at 5-01-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loading section. TJ-Prom Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Req'd Beg Source Dead Floor Live Roof Live Snow 1 0":21/4" 1.75" M5-201798) 4101b 4121b - 2981b 2 13'2 1/8":- 1.75" M3-3(i1796) 147 lb 288 lb - 38 lb Loads: Maximum Loads on Member Tv s ' Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":13'2 1/8" - FC2 Floor Decking 16 lb/ft 40 lb/ft - - Point 1'7":- • - E28(i362) 341 lb 160 lb - 336 lb • Connector Information: Nailing Requirements Support Manufacturer Model Tog Face Member Min.Seat Length Other Information 2 SST IUS2.37/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 ekeLd-J A r7 software bY!E IL pI uN^ Member Report Weyerheser Floor Container.FC2 I Label:J14'I Design Tag:i1899 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described Errors.Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. The TJ-Pro""Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Prom Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 s t V E I 1• software by Weyerhaeuser Member Report Floor Container.FC2 I Label:J4'I Design Tag:i1882 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described • 1 2 '4114' 221rr gthr ,Iy 2'71fZ Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 2'7 1/2" Member Drawing Not to Scale DeslAn Results: Pesittn.(41 Location Mood Resuk LSE I Load Combination-(Load Group) i Critical Reaction i 72 lb @ 1 1/4 1183 lb(2.25") Passed-6% 1.00 1.0 D+1.0 L-(0) I Shear 1 62 Ib @ 2 1/4 1330 lb Passed-5% 1.00 1.0 D+1.0 L-(0) t Moment 39 lb-ft @ 1'3 1/2" 3330 Ibft Passed-1% 1.00 1.0 D+1.0 L-(0) I Live Load Deflection 0.00"@ 1'31/2" 0.06"U480 Passed-U999 - 1.0 D+1.0 L-(0) i Total Load Deflection 0.00"©1'3 1/2" 0.12"U240 Passed-U999 - 1.0 D+1.0 L-(0) ITJ Pro Rating • 76 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: *Additional considerations for TJ-Prom'Rating indude ceiling. For TJ-Pro'"Rating calculation the controlling span is considered to be supported by beams. Additional considerations for TJ-Pron'Rating indude strapping. .'Bracing(Lu):All compression edges(top and bottom)must be braced at 2-07-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. *Member design(strength)is based on loads shown in loading section. TJ-Pro^"Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Redd Br'q Source Dead Floor Live Roof Live Snow 1 0":2 1/4" 1.75" M5-2(i1798) 22 lb 56 lb - 2 2'4 3/4":2'7 1/2" 1.75" E1(i48) 21 lb 53 lb - Loads: Maximum Loads on Member Tvce Start:End Combine Source Dead Floor Live Roof Live no Uniform 0":2'7 1/2" - FC2 Floor Decking 16 lb/ft 40 lb/ft - Errors,Warnings.&Notes: 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447-Campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 • 0 JAVELIN Member Report software W e 1 e by Weyerhaeuser "ehe a Floor Container.FC2 I Label:J4'I Design Tag:i1882 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described •The TJ-Pron"Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro'n"Rating. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE • • • • • • • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 817-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 J A t E I II N Member Report software by Weyerhaeuser Label:M7 I Design Tag:i1854 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described • • 1 1 14 ry f h { *' -'v r. •�. t� `'' M. 2 'I/ 3'OM" • 4 4' 3'103/4" 4' Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 3'10 3/4" Member Drawing Not to Scale Design Results: Peskin et Location: Allowed Result LIE J.oad Combination-(Load Group) Critical Reaction 2701b @ 0O" 19691b(1.5") Passed-14% - 1.0 D+1.0 L-(0) Shear 2141b©91/2" 31591b Passed-7% 1.00 1.O D+1.O L-(0) Moment 278 lb-ft(d 1'8" 58871b-ft Passed-5% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"(1'8" 0.12"U360 Passed-U999 - 1.0 D+1.0 L-(0) [Total Load Deflection 0.00"@ 118" 0.18"L/240 Passed-U999 _ - 1.0 D+1.0 L-(0) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 3-10-12 0/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Su000rt Start:End Reo'd Br'g Source Dead Floor Live Roof Live Snow 1 0":- 1.5" M6-2(i1847) 84 lb 186 lb - - 2 3'8 1/2":3'10 3/4" 1.5" E15(i43) 88 lb 1961b - - Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":3'10 3/4" - Self Weight 5 lb/ft - - - Point 6":- - . J8'(i1891) 41.Ib 101 lb - - Point 1'8":- - J8'(i1890) 60 lb 149 lb - - Point 3'2":- - J8'(i1888) 52 lb 131 lb - - Point 3'6 1/2":- - FC2 Floor Decking - 1 lb . - - Connector Information: Nailing Requirements Support Manufacturer Model Igo Face Member Min.Seat Length Other Information 1 SST HUS1.81/10 Not Applicable 30-10d common 10-10d common 1.5" Minimum seat length reported is based on the design load Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. • Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 r (`�//��Y�7 J E Member Report software by Weyerhaeuser • Label:M7 Design Tag:i1854 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microilam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described • •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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.The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. • (Zj)SUSTAINABLE FORESTRY INITIATIVE • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 J A V E L Qw m Member Report . 1 software y Y a " Label:M6-2 I Design Tag:i1847 Design Passed 2 piece(s)of 1 3/4"x 91/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor • Product is Sufficient for Application and Loads Described y y 5c. ..y y 1 J. I. J J. J. J. 2 1 y 51. 8'0 NC 'II/ 86114• 'I Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 8'6 1/4" Member Drawing Not to Scale Deslpn Resuts;,— i . • 'Peskin Lora' . awe! �9 .,- Bt�81t L " pad Combination'.-.(Load Groua2 - _ __i_ __�!Critical Reaction 393 lb©4" 8181 lb(5.5") Passed-5% - 1.0 D+1.0 L-(0) Shear 1 359 lb @ 1'3" 6318 lb Passed-6% 1.00 1.0 D+1.0 L-(0) Moment 1 454 Ib ft @ 3'7 3/8" _ 11775 Ib ft Passed-4% 1.00 1.0 D+1.0 L-(0) Live Load Deflection I— 0.01"@ 4'2 9/16" 0.2T'U360 Passed-U999 - I.0 D+1.0 L-(0) .Total Load Deflection I0.01"©4'3" 0.41"U240 Passed-U999 - j 1.0 D+1.0 L-(0) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 8-06-04 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Read Bra Source Dead Floor Live Roof Live Snow 1 0":5 1/2" 1.5" E19(i88) 148 lb 246 lb - - 2 8'61/4":8'6 1/4" 1.5" M2-3(i1826) 83 lb 110 lb - - Loads: Maximum Loads on Member Iy.0 Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":8'6 1/4" - Self Weight 9 Ib/ft - - - Uniform 0":1'2 1/2" - FC2 Floor Decking 5 lb/ft 13 lb/ft - - Uniform 1'2 1/2":8'6 1/4" - FC2 Floor Decking 8 lb/ft 20 lb/ft - - Point 1'3 3/8":- - M7(i1854) 84 lb . 186 lb - - • Connector Information: Nailing Requirements Support Manufacturer Model Tom Face Member Min.Seat Lenrtth Other Information 2. SST HHUS410 Not Applicable 30-16d common 10-16d double 1.5" Minimum seat length reported is based on the design load Errors.Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 ' B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 ipoo2 J A V E L=1ntue by uN Member Report soser Label:M6-2 3 Design Tag:i1847 Design Passed 2 piece(s)of 1 3l4"x 9112"2.0E Microllam®LVL Member Type:Beam l Level:2nd Floor Product is Sufficient for Application and Loads Described Load Duration Factors:.Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (Z�SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 J A V E L I N* Member Report 4softwere by Weyerhaeuser Label:M5-2 I Design Tag:i1798 Design Passed 2 piece(s)of 1 3/4"x 11 7/8"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described \\\\ \X,\\\ \\\\\ 1 2 3 4 3'0• 9'Cr r 611 9'0• 'I/ 3'0"t 12'6• / 12• t39'51n" t Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 39'5 1/2" Member Drawing Not to Scale Doss Reaction 53941b(6l Location ',.. Allowed- � Result . J,DF � J.oad Combination (l.aad Group)Daslan.Rasuits Aasloh @ 12'1 1/2" 19895 lb(13 38") Passed-27% - 1.0 D+0.75 L+0.75 S-(0) I Shear 3654 lb @ 11'01/8" 9081 lb Passed-40% 1.15 1.0 D+0.75 L+0.75 S-(0) Moment -5854 lb-ft @ 12'1 1/2" 20525 lb-ft Passed-29% 1.15 1.0 D+0.75 L+0.75 S-(0) I Live Load Deflection 0.0T'@ 33'3 3/8" • 0.43"U360 Passed-U999 - 1.0 D+1.0 S-(0) Total Load Deflection 0.09"@ T 1 13/16" 0.46"U240 Passed-L/999 - 1.0 D+0.75 L+0.75 S-(0) Vertical Load Capacity Check Passed Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 26-05-06 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End o Reo'd Br'q Source Dead Floor Live Roof Live Snow 1 0":3'0" E23(i97) 1801 lb 1293/-68 lb - 2292/-138 lb __> 1 1/2":- - E23(i97) - -68 lb - 127/-138 lb __> 2'10 1/2":- 2.79" E23(i97) 1801 lb 1293 lb - 2165 lb 2 12'0" :14'6" E24(i98) 3279 lb 3317 lb - 3619 lb __> 12'1 1/2":- 3.63" E24(198) 1850 lb 1877 lb - 1783 lb __> 14'4 1/2":- 3.15" E24(i98) 1429 lb 1440 lb - 1836 lb 3 23'6":26'6" E4(i55) 2928 lb 2122/-169 lb - 4379/-1751b __> 23'71/2":- 3" E4(i55) 1673 lb 1931 lb - 1446/-175 lb __> 26'4 1/2":- 2.84" E4(155) 1255 lb 191/-169lb - 2933 lb 4 39'0" :39'5 1/2' 1.5" E21(i92) 579 lb 258/-55lb - 831 lb Loads: Maximum Loads on Member Tye Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":39'5 1/2" - Self Weight 11 lb/ft - - - Uniform 0":39'0" - TSRIMI(i1935) 2 lb/ft - - - Uniform 0":3'0" - TSRIM1(11935) 145 lb/ft - - 290 lb/ft Uniform 3'0" :23'6" - TSRIM1(i1935) 18 lb/ft - - 37 lb/ft Uniform 23'6":31'6" - - TSRIM1(i1935) 109 lb/ft - 218 lb/ft Uniform 26'4":38'4" - Smoothed Load 17 Ib/ft 42 lb/ft - - Uniform 30'6":39'0" - TSRIMI(11935) 77 lb/ft - - 154 lb/ft Tapered 3'8":11'8" - Smoothed Load 310 To 310 lb/ft 311 To 309 lb/ft - 224 To 223 lb/ft Tapered 14'4":23'8" - Smoothed Load 311 To 297 lb/ft 309 To 304 lb/ft - - Tapered 14'4":22'4" - Smoothed Load - - - 223 To 224 lb/ft Point 3'0" :- - J14'(i1927) 181 lb 238 lb - 104 lb File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1. 817-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 • , ,� A tf E L II Member Report _L software by Weyerhaeuser Label:M5-2 I Design Tag:i1798 Design Passed 2 piece(s)of 1 3/4"x 11 7/8"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor • Product is Sufficient for Application and Loads Described Point 23'0" :- - J14'(i1897) - - - 281 lb Point 38'10 7/8":- - J4'(i1938) 11 lb 28 lb - • • Errors.Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Uve-1.00,Roof Uve-1.25,Snow-1.15 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..Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. 4 SUSTAINABLE FORESTRY INITIATIVE • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 JAVELIN Member Report software by Weyerheeusar Label:M8 I Design Tag:i1797 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microilam®LVL • Member Type:Beam 1 Level:2nd Floor Product is Sufficient for Application and Loads Described 1 Dili 2 . 1 "t 5/ 1'1' I 1'612 k Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 1'6 1/2" Member Drawing Not to Scale Design Results: } 'Design©Location A lowerl Result- LQE load Combination:(Load Growl Critical Reaction 73 lb @ 1'6 1/2" 1969 lb(1.5") Passed-4% - 1.0 D+1.0 L-(0) j Shear 19 Ib @ 1'3" 3159 lb Passed-1% 1.00 1.0 D+1.0 L-(0) i Moment 27 lb-ft @ 1'2" 5887 lb-ft Passed-0% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 0" 0.04"U360 Passed-U999 - — 1.0 D+1.0 L-(0) A 1 Total Load Deflection — 0.00"@ 0" 0.06"U240 Passed-U999 - 1.0 D+1.0 L-(0) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 1-06-08 o/c unless detailed otheiwlse.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Redd Br'q Source Dead Floor Live Roof ive Snow 1 0":51/2" 1.5" E17(i89) 13 lb • 22 lb - - 2 1'6 1/2":- 1.5" M4-3(i1832) 23 lb 51 lb - - Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":1'6 1/2" - Self Weight 5 Ib/ft - - - Point 1'2":- -. J6'(i1944) 29 lb • 73 lb - - • Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Lenath Other Information 2 SST HUS1.81/10 Not Applicable 30-10d common 10-10d common 1.5" Minimum seat length reported is based on the design load Errors.Warnings.&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. • *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 . ,3,. Oi J A V E L Q Member Report software by Weyerhaeuser Label:M8 I Design Tag:i1797 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described 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. Refer to current literature for installation details. (woodbywy.com) 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.The product application,input design loads,dimensions and support information have been provided by of • Copyright Weyerhaeuser NR Company. All rights reserved. 4 SUSTAINABLE FORESTRY INITIATIVE • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 J Ab Y E Y L I"N Member Report softwareerhaeser Label:M3-3 I Design Tag:i1796 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam l Level:2nd Floor Product is Sufficient for Application and Loads Described • I: ,t. ,1. ,1. .I. .I: , .1:: J. L ) I. ,G l ,I. ,L i"; 'h.. .I, • ',J. :L. J, .1 J. .0 J - ,L - j,. L I J< .I, .. . . . .. 1 \ 2 'I 25 71/4' '1' 1/4' 'I 25'11 1/7 'I Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 25'11 1/2" Member Drawing Not to Scale , Design Results: Peskin @location. Alloweq; ) Emilio. La Load Combination-(Load Groupl I Critical Reaction 10961 lb @ 0" 10961 lb(2.78") I Passed-100% - 1.0 D+1.0 L-(0) ' !Shear 10114 Ib @ 1'8" 19950 lb Passed-51% 1.00 1.0 D+1.0 L-(0) Moment 71324 lb-ft @ 13'2 3/4" 707441b-ft Passed-101% 1.00 1.0 D+1.0 L-(0) I Live Load Deflection 0.80"@ 12'10 3/8" 0.86"U360 Passed-U385 - 1.0 I)+1.0 L-(0) l Total Load Dejection 1.29"@ 12'10 3/8" 1.29"U240 I Passed-U239 - 1.0 D+1.0 L-(0) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 6-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Req'd Br'q urce Dead Floor Live Roof Live Snow 1 0":0" 2.78" M1-3(11824) 4260 lb 6674 lb - 820 lb 2 25'7114":25'11 1/2" - 4158 lb 6852 lb - 289 lb ++> 25'10 1/16":- 2.9" PBO5(i1139) 27721b 4568 lb - 193 lb ++> 25'11 1/8":- - E32(11138) 693 lb 1142 lb - 48 lb ++> 25'11 1/8":- - E18(i91) 693 lb 11421b - 48 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":25'11 1/2" - Self Weight 29 lb/ft - - - Uniform 1/4":25'11 1/2" - E31(1373) 109 lb/ft 120 lb/ft - - Uniform 1'2 3/4":25'2 3/4" - Smoothed Load - 100 lb/ft - - Uniform 3'2 3/4":11'2 3/4" - Smoothed Load - - - 28 lb/ft Uniform T 10 3/4":23'10 - Smoothed Load - 100 lb/ft - - Tapered 0":T 10 3/4" - Smoothed Load - 114 To 97 lb/ft - - Tapered 6 3/4":4'6 3/4" - Smoothed Load - 229 To 194 lb/ft - - Tapered 1'10 3/4":24'6 3/4" - Smoothed Load 79 To 80 Ib/ft - - - Tapered 3'2 3/4":23'2 3/4" - Smoothed Load 110 To 109 lb/ft - - - Tapered 4'6 3/4":23'2 3/4" - Smoothed Load - 216 To 215 lb/ft - - Tapered 13'10 3/4":21'10 - Smoothed Load - - - 28 To 29 lb/ft Point 1/4":- - PBO1(1366) 196 lb - - 331 lb Point 1'2 3/4":- - J14'(11929) 119 lb - - - Point 1'2 3/4":- - J14'(11928) 119 lb - - - Point 2'6 3/4":- - J14'(i1927) 126 lb - - 18 lb Point 11'10 3/4":- - J14'(i1913) - - - 34 lb Point 13'2 3/4":- - J14'(11911) - - - 34 lb Point 22'6 3/4":- - J14'(11897) - - - 36 lb File Name: b17-0447-campbell garage Javeline Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 JAVELIN Y � r software by se: Member Report Label:M3-3 I Design tag:i1796 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor • Product is Sufficient for Application and Loads Described Point 23'10 3/4":- - J14'(i1894) 106 lb 266 lb - - Point 25'2 3/4":- - J14'(i1893) 93 lb 233 lb - - Point 25'2 3/4":- - J14'(i1892) 85 lb 211 lb - - Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 1 SST HHGU5.50 Not Applicable 44-SDS 28-SDS 2.78" Minimum seat length reported is based on the design load Errors.Warninas.&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Uve-1.00,Roof Uve-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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.The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuserey NR Company. All rights reserved. . (Z)SUSTAINABLE FORESTRY INITIATIVE • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 Member Report <' software by Weyerhaeuser Label:M1-3 I Design Tag:i1820 Design Passed 3 piece(s)of 1 3/4"x 24"20E Microllam®LVL Member Type:RoofBeam I Level:Roof - Product is Sufficient forAppfrcation and Loads Described u ISM MSZTVa,rJ .n \JJI N ;2 tf�112 23'T I 1/240' 378° 4 Building Code: IBC 2015 Design Methodology:ASD Member Cut Length: 32'6" Member Drawing Not to Scale Detit7n:Resuits>. { Wy k , � 3'11:s-g! .' - r J g A yilday 'xF-'iv. � {LOad iUmbl fl_`y. 08dQr !rot--- {�{ . Critical Reaction i 11527 lb @ 1'2 3/4" r 20934 lb(5.5' Passed-55% - 1.0 D+1.0 S-(0) Shear 8920 lb @ 2W 0 1/2" 27531 lb Passed-32% 1.15 1.0 D+1.0 S-(0) 'Moment 755141b-ft @ 16'4 7/8" 114283 lb-ft Passed-66% _ 1.15 1.0 D+1.0 S-(0) Live Load Deflection 0.69"0 16'3 9/16" 1.00"U360 Passed-U526 - 1.0 D+1.0 S-(0) Total Load Deflection 1.09"@ 16'3 9/18° . 1.50"1/240 Passed-L/332 I 1.0 0+1.0 S-(0) Design Notes: •Bracing(Lu):All compression edges(top and bottom)must be braced at 5-06-02 0%unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Suor rt Start:End Reo'd Bic ;'off TAM Floor Live Roof Live Si0.42( 1 1'0" :1'51/2" 3.03 P13010366) 4207 lb - - 7288 lb 2 31'0 1/2°:31'tie 3.01" PB02(1367) 4182 lb - 72401b Loads: Maximum Loads on Member Time Start:End Combine S�groe__ Floor Live Roof Live Snow Self Weight 0":32'6" - Self Weigh 35 lb/ft - - - Uniform 0":3'0" - User Load 290 lb/ft - - 580 lb/ft Uniform 3'0" :29'6" - User Load 109 lb/ft - - 2181b/ft Uniform 3'0° :25 6" - User Load 98 IMIR - - 196 lb/ft Uniform 24'6":32'6" - User Load 109 lb/ft - - 218 lb/ft Uniform 28'6":3Z 6" - User Load 109 lb/ft - - 218 Ib/ft Errors.Warnings.&Notes: •If sloping roof loads we applied to this member,the roof dead load has been adjusted for slope. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 „ JAVELIN, Member Report software by Weyerhaeuser Label:M1-3 I Design Tag:i1820 Design pied 3 piece(s)of 1 3/4”x 24"2.0E Microllam®LVL Member Type:RoofBeam l Level:Roof Product is Sufficient for Application and Loads Described 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. Refer to current literature for installation details. (woodbywy.00m) 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 from is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE J A V gL I ' Member Report erhaeuser Label:M2 I Design Tag:i1975 Design Passed 1 pieces)of 13/4"x 1178"2.0E Microllam®LVL Member Type:RootBeam Level:Roof Product is Suffraent for Application and Loads Descnbed 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. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to anamwent 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company.All rights reserved. SUSTAINABLE FORESTRY INITIATIVE NJAVELIN' Member Report software by Weyerbeeoser Label:M2 I Design Tag:i1975 Design Passed 1 piece(s)of 1 314"x 11 7/8"2.0E Microllam®LVL Member Type:RootBeam l Level:Roof • Product is Sufficient for Application and Loads Described . ?Dor cu e - 2 f ,{ 'I sstyeeft" '1j sir s e' ir Building Code: IBC 2015 Design Methodology:ASD Member Cut Length: 9'5" Member Drawing Not to Scale bailiff r.,.r,• .*rf r r�of 'i r7. a ar-. ¢," z n:lt" "31 9 �, va t.§ „ � �i ,rs' s: y` 4 IRett�IbB„..�,s�� . .a,,,. .._ r... �°r��'_�,,.�_ .� K.,�s,7 �� s,��„`�``��.�w�>;:t 3c��_',s. Gombil�a6bn�(L3adx(amu0�� "��y Critical Reaction 2089 lb®9'Y 1 6978 lb(5.5") Passed-30% 1.0 D+1.0 S (0) hear 14471b @ 1'S 3/8" 4541 lb Passed-32% 1.15 1.0 D+1.0 S-(0) IMoment ! 42451b-ffa4'81/2" 10263lb-ft Passed-41% 1.15 _ 1.0 D+1.0 S-(0) _ Live Load Deflection 0.09"@ 4'81/2" 1 0.44"UJ240 Passed-U999 - 1.0 D+1.0 S-(0) jTotal Load Deflection - 0.14"@ 4 81/2" • I o.s8"U180 Passed-U733- - 1.o D+1.0 S-(0) I Desian Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 9-05-00 0/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Suonorffi: Maximum Loads to Supports Su000rt Start:End Redd Beg oS urce- Nal Floor Live Roof Live BIM 1 0":51/2" 1.5" PB03(i370) 655 lb - - 1256 lb 2 8'11 1/2":9'S' 1.65" P604(1371) 7061b - - 1358 lb Loads: Maximum Loads on Member Tyge Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":9'5" - Self Weight 6 Ib/ft - - - Uniform 51/2":9'5" - User Load 1461bf t - - 2921b/R • Errors.Waminas.&Notes: B sloping roof loads are applied to this member.the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90.Floor Live-1.00,Roof Live-1.25,Snow-1.15 Member Report :to<< "r• er W a a a". Floor Container.FC1 I Label:J16'I Design Tag:i1809 Design Passed 1 piece(s)of 9112"TJI®230 Member Type:FloorJoist I Level:1st Floor . ' - • Product is Sufficient for Application and Loads Described • .1 .1. .1,.-. 1. .1, .1. -, ,1... - _ -.1. ,L : . .L 1. 1 _L 1 2 'r4rr 15 r '4 1 15912' 'I Building Code: IBC 2015 Design Methodology:ASD Member Cut Length: 15'91/2" Member Drawing Not to Scale Design Results Pesiqp @ Location Ago Rout( Load Combination-(Load Growl ' 'Crib ai Reaction 547 Ib @ 31/4" 1485 lb(3 5") Passed 37% I 1.00 1.0 D+1.0 L (0) Shear 523 lb @ 41/4" 1330 lb Passed-39% 1.00 . 1.0D+1.O L-(0) Moment 2016lb-ft @ T 10 3/4" 3330Ib-ft Passed 81% 1.00 1.0 D+1.0 L-(0) _ live Load Deflection 0.29"@ 7.10 3/4_•_ 0.35 U480 Passed-.U631 1.0 D+1.0 L-(0) Total Load Deflection 0.38"@ T 10 3/4" 0.76"L/240 Passed-U485 - 1.0 D+1.0 L-(0) 17JProRating 40 25 Passed Decking Material&Attachment 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF- Glue And Nail Desian Notes: •For TJ-ProTM Rating calculation the controlling span is considered to be supported by walls. Bracing(Lu):All compression edges(top and bottom)must be braced at 4-07-02 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Member design(strength)is based on loads shown in loading motion. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. . Supports: Maximum Loads to Supports Su000rt Start:End Reo'd Beg Source Floor Uve Roof Live s___ 1 0":41/4" 1.75° F14015) 1281b 4271b - - 2 15'51/4":15 91/2" 1.75' F12(i8) 128lb 427 lb - - Loads: Maximum Loads on Member MM2 Start:End Combine Sow pggd Floor Live Roof Live Snow Uniform 0":15 91/2" - FC1 Floor Decking 16 lb/ft 53 lb/ft - - • • Errors.Warnings.&Notes: •If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *The TJ-Pro"'Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ•Pron'Rating. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 JAVELIN Member Report software by Weyerhaeuse, Label:M4-3 I Design Tag:i1832 Design Passed 3 piece(s)of 1 3/4"x 14"2.0E Microliam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described • I- -1 J -.I, -. ...J. _ J, .1, J: J< : ' ,I. ` ,),.,,;. J, .,, II 14. .l:r • J.. J, l:_ J. ' Jt _I • • 1 • 2 k5 2' 15'1" '' 1'21 'I 16'r Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 16'9" Member Drawing Not to Scale Design Results: Design et location i Moo/ i &mil— I 6QE load Combination-(Load Group I Critical Reaction 4916 lb @ 4" 20934 lb(5.5") Passed-23% - 1.0 D+1.0 S-(0) 1 Shear _ _ _ -- 9056 lb©14'41/2" 16060 lb Passed-56% 1.15 1.0 D+1.0 S-(0) !Moment -- 42087 lb-ft @ 11'0" _ 41846 lb-ft Passed-101% 1.15 1.0 D+1.0 S-(0) i Live Load Deflection 0.42"@ 8'6 5/8" 0.51"U360 Passed-U443 - 1.0 D+1.0 S-(0) [Total Load Deflection 0.68"@ 8'6 7/16" —I 0.77"U240 Passed-U271 - 1.0 D+1.0 S-(0) Vertical Load Capacity Check Passed Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 6-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: ' Maximum Loads to Supports Support Start:End Redd Br'q Source Dead Floor Live Roof Live Snow 1 0":5 1/Z' 1.5" E1(148) 1111 lb 135 lb - 1568 lb 2 15'6 1/2":16'9" - 19028/-14610• 733/-561 lb - 30162/-23234 lb lb ++> 15'8":- 2.4" E19(i88) 19028 lb 732 lb - 30162 lb ++> • 16'7 1/2":- - E15(i43) -14610 lb 1/-561 lb - -23234 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":16'9" - Self Weight 20 lb/ft - - - Uniform 2 3/4":5'3 1/2" - FC2 Floor Decking 8 lb/ft 20 lb/ft - - Uniform 5'3 1/2":16'0" - FC2 Floor Decking 6 Ib/ft 14 lb/ft - ' - Uniform 6'11 5/8":10'9 3/8" - E29(i363) 5 lb/ft - - - - Uniform 11'2 5/8":16'9" - E27(i357) 5 lb/ft - - - Point 5'2 5/8":- - M8(11797) 23 lb 51 lb - - Point ' 6'9":- - PBO30370) 733 lb - - 1256 lb Point 11'0" :- - PBO2(i367) 42841b - - 72401b • Errors,Warnings.&Notes: File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS • 6/5/2017 1:30:13 PM Page 1 of 2 • • & i.JAVEL1111-uMember Report ser Label:M4-3 I Design Tag:i1832 Design Passed 3 piece(s)of 1 3/4"x 14"2.0E Microllame LVL • Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described • CAUTION:The maximum net analysis reaction exceeds the user-defined maximum uplift value at one or more supports. 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved.ey SUSTAINABLE FORESTRY INITIATIVE • • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 I fa fi%t € j Member Report . eoftwere br Weyerhee e, Floor Container:FC2 I Label:J6'I Design Tag:i1966 Design Passed 1 piece(s)of 91/2'r TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described ZL oo \\\ \\\\ \\\ \\\ \ \\\ 1 4'4314• 4'43►4° 4' Building Code: IBC 2015 Design Methodology:ASD Member Cut Length: 4'4 3/4" Member Drawing Not to Scale Design Results. Pinion 0 Location! Allowed Result r QE J.oad Combination--(Load Grouo Calculated design results for this member,if any,are shown. (If no results are shown,the member has not been designed.) Vertical Load Capacity Check Passed • • Su000rts: Maximum Loads to Supports Suarmrt Stan;End Redd Br'q Source Dead Floor Live Roof Live kicm 1 0":4'4 3/4" - 26 lb 52 lb ++> 0":- - E23(i97) 1 lb 2 lb - - ++> 0":41/4" - - E23(i97) 13 lb/ft 25 lb/ft - - ++> 41/4":4'4 3/4° - E5(i49) 13 lb/ft 25 Ib/ft - • Loads; Maximum Loads on Member Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":4'4 3/4" - FC2 Floor Decking 10 Ib/ft 25 lb/ft - - Point 0":- - FC2 Floor Decking 1 lb 3 lb Errors.Wamines.&Notes: •If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. •Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. The TJ-Pro'"Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 ;4)-� s t1 Member Report software by v,e y e t a e e t Floor Container.FC2 I Label:J6' Design Tag:11966 Design Passed 1 piece(s)of 91f2"TJI®230 Member Type:FloorJoist l Level:2nd Floor • Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly drsdaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use otthis software is not intended to drcumvent the need for a design professional as determined by the authority having jurisdction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.This product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. • SUSTAINABLE FORESTRY INITIATIVE J A V E IL a N Y Member Report software by Weyerhaeuser • Label:M2-3 I Design Tag:i1826 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam I Level:2nd Roor Product is Sufficient for Application and Loads Described _ ,� ...,:,: v ems::::... 'ti.. .r �p ♦r..__._ ai �k.. ..-!.r. . .. �i .'.. ni,_ '„ ei1 ,Jr 1 • 2 I 1/2" 25'r 4r '1' 26'6" 'I Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 26'6" Member Drawing Not to Scale [D esign Results , 'pesian.@ Location Allowed Result ►.DF Load Combination-(Load Group)• {-Critical Reaction 9531 lb @ 4" 20934 lb(5.5") Passed-46% - 1.0 D+0.75 L+0.75 S-(0) 'Shear 8278 lb @ 2'1 1/2" 22943 lb Passed-36% 1.15 1.0 D+0.75 L+0.75 S-(0) I.Moment 60492 lb-ft @ 13'0 7/16" 81355 lb-ft Passed-74% 1.15 1.0 D+0.75 L+0.75 S-(0) Live Load Deflection I 0.59"@ 13'2 15/16" 0.86"U360 Passed-U527 - 1.0 D+0.75 L+0.75 S-(0) Total Load Deflection j 1.10"@ 13'215/16" _ 1.29"U240 Passed-U281 - 1.0 D+0.75 L+0.75 S-(0) Design Notes: 'Bracing(Lu):All compression edges(top and bottom)must be braced at 6-03-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Reo'd Bfq Source Dead Floor Uve Roof Live Snow 1 0":51/2" 2.5" El0(144) 4399 lb 3641 lb - 31721b 2 26'0 1/2":26'6" 2.5" E14(150) 44131b 3595 lb - 3172 lb Loads: Maximum Loads on Member •Tvpe Start:End Combine Source Dead Floor Live Roof Live • Snow • Self Weight 0":26'6" - Self Weight 29 lb/ft - - - Uniform -0":26'6" - User Load 38 Ib/ft 75 Ib/ft - - Uniform 0":1'0" - PLT2(1351) 147 lb/ft - - 290 lb/ft Uniform 1'0" :25'6" - E25(1353) 188 lb/ft - - 235 lb/ft Uniform 25'6":26'6" - PLT3(i352) 147 Ib/ft - - 290 lb/ft Tapered 4":23'0" - Smoothed Load 82 To 83 lb/ft 205 To 206 lb/ft - - Point 23'8":- - J14'(i1892) 84 lb 211 lb - - Point 24'4 1/4":- - M6-2(11847) 83 lb 110 lb - - Point 25'0" :- - J8'(i1891) 44 lb 109 lb - - Point 26'2":- - J8'(i1890) 64 lb 161 lb - - Errors,Warnings.&Notes: 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 'i�jr J A VYEYL I uN Member Report ��/�� Weerhaeser Label:M2-3 I Design Tag:i1826 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. 'Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 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. Refer to current literature for installation details. (woodbywy.com) 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.The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE • • • • • • File Name: b17-0447-Campbell garage Javelins Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 V L of"iv Member Report software by Y Label:M1-3 I Design Tag:i1824 Design Passed 3 piece(s)of 1 3/4"x 24"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described • 1 }} II j 2 'I/5�vr 1T i• •. 'I Jirr . t1tr o• '1 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 18'0" Member Drawing Not to Scale peslan Results: { Aeslan aC11 Location Allowed R mull i j pE J.oad Combination (Load Groual Critical Reaction fl 10929 lb @4" 20934 lb(5.5") Passed-52% - 1.0 D+0.75 L+0.75 S-(0) j Shear l 105471b @ 2'5 1/2" 27531 lb Passed-38% 1.15 1.0 D+0.75 L+0.75 S-(0) I Moment - 884281b-ft @ 9'0" 1142831b-ft Passed-77% 1.15 1.O D+0.75 L+0.75 S-(0) Live Load Deflection 0.22"@ 9'0" 0.58"U360 Passed-U936 1.0 D+0.75 L+0.75 S-(0)___._-- Total Load Deflection 0.40"@ 9'0" _ 0.87"U240 Passed-U517 - 1.0 D+0.75 L+0.75 S_(0) Design Notes: *Bracing(Lu):All compiession edges(top and bottom)must be braced at 3-09-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. V Supports: Maximum Loads to Supports Support Start:End Read Beg Source Qead Floor Live Roof Live Snow 1 0":51/2" 2.8T' Efi(i45) 5046 lb 4259 lb - 3884 lb 2 1T 6 1/2":18'0" . 2.8T' . E8(i47) 4833 lb 4088 lb - 3693 lb , • Loads: Maximum Loads on Member Do Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":18'0" - Self Weight 35 lb/ft - - - Uniform 0":18'0" - User Load 34 lb/ft 68 lb/ft - - • Uniform 0":18'0" FC2 Floor Decking 10 lb/ft 25 lb/ft - - Uniform 0":8'9 3/8" - E26(i356) 5 lb/ft - - - Uniform 9'2 5/8":18'0" - E30(i365) 5 Ib/ft - - - Point 9'0" :- - M3-3(i1796) 4260 lb 6674 lb - 620 lb • Point 9'0" :- - PBO1(i366) 4113 lb - - 6957 lb Errors.Warninas.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS 6/5/2017 1:30:13 PM Page 1 of 2 „li A of E L Member Report software Y Weyerhaeuser Label:M13 I Design Tag:i1824 Design Passed 3 piece(s)of 1 3/4”x 24"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described 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. Refer to current literature for installation details. (woodbywy.com) 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. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved.ey SUSTAINABLE FORESTRY INITIATIVE • • • • • File Name: b17-0447-campbell garage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 817-0447 DS 6/5/2017 1:30:13 PM Page 2 of 2 Mckechnie, Robert From: Scott Cordeiro <scordeiro@eliassen.com> Sent: Wednesday, April 1, 2020 3:47 PM To: Mckechnie, Robert Subject: Test 7oNilleaCel Ril9W() Scott Cordeiro 6;44e.fle6 Eliassen Group I Professional Services 55 Walkers Brook Drive, 6th Floor, Reading MA 01867 T: 781-929-1501 www.egagile.com Linkedin: www.linkedin.com/in/scottcordeiro CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 I . 1 , . . .• . I . . 1 I I I- v.i. • . . ' ---"-H • . • . I • 6---E .744,11-,..5rfkr.i-SHruc-Lt..5 0.31214..1"SHt.e.L.e5----), . . ni . . E T ._,.., _ 4.!-P,-...7. I. •,.". / •-••••-- i ......•.,,. - — ---................_ :,,i':,'•4 I iz. '-',:,:4 • J.,..;:•,•_.-•_-...._1__- - ---- -..--,.a1 ASpli.1.4 514,..14-1.10 1,,,.."-`-------. I ti).•,--.7.. : f ; ---=- - __....._•___ . ...,,. , •,, '...•'''' L_, I rEal :2-ri::'2 M1 -1-9 cro LID Ilti ,,p..„, IF - „MEL_ al '2.- iii ' •••,„ , . AI ,....,.,:., 1 _•.. .—__ -- ----r, . 6.--, p,,,..0 •• ! ::.F,F,,,, ,"•. ,41115 Cep,.5511,1 5-Z. - - ..'------". . _ . , . ,....:.z...:_.,.-7 .,..,,--,.... .._.................:.. -$:;!?.::::..•.", ill +10 -' I . -_...7..._, . . I I --- . I I 1 I I ; I-a: . I I I 4 I I I I I , ' I. i o V-O• 2.V-0* -4- 10,o• -*, . , , .. n rs.a.if u,w6ilaw ler i „1..ILVV_174:51Pg4.10E*P. 0.G.E.P.M..' . Met:-,O.Z. _be0,C14\X/09 12 '316.1--1 L.I..c. .F.F.or*t". ' • -.°•-pgii,4.11,24[7 ; !.,5-rot.1 Du,Lorw-. =rt,21,..rf L.1....V,./...Tiaq .I7z Ku-G.1' .. , .. ......, .... ..... ............10„.0.0_ ,...‘,..5..1.. „,l..Q1j45 . ... . ... . ......... _MMI-1-1401,SE.a.IA..'.G-4,4(.7t.--. -,- . .R.r.. F2t-tws1aezi-E.MA ..14.1-.C•117214,45. ..... . ,• • • . , ' . . ' - . . . " • 4. T • . . , ._ -- ------ . . 1----- ,,.k _ . zT-., , i .r.---,-.--/gys07_,z„,,,_.54.4,,,s• L,,, . .,,,.. _ . , Fip, -ffpn----dmimffiirmr, 1 Li ___ ____ 1 . H, _,:;_ii .. :;,.-_-__------- --"' L. -keat _ It,4 jLe..............,:.„....... . -`,.„,.......: f----•-z-ki2c1-1 RooF SularKa.s_.----4,' ,,,,------•'-<.-- ,_-..,-. 1-r.'-' 1 —1-1-1---17----;!1 .7_471---------= I- -- ---'--7-=_'---"---"'" , - III I I ,, g-----, i 1 i 11111 IF'T'Icir----T- ci-:-) Irf ''.q.•''''' 1 1 I; _ ,,_ t__________7x.n..ry ca..eth.4a.P.s..-•.--; , i ., I Of ,I:di ,i.,,,,,.7_ PI., __-•-=____z_ '-'`."-1----':°-"- .'.7.•. ,...'.- , , -,.-,,-,•,•,, ,1_11.. , . . .I •7-1..., 1 I I i . •••••!--1 . 1 1 i ••.,1--L_L I 1 1 . ri- ,_-I - '',7-1_. { I . 1 • -- ----- 0,-," leY.c.• - Ei____ A•12___ oll0 :_Y''= • ' - --- k".-•r,'-°".' •kb-_-_--:,-----R---'- ' ---, ;-.--,,--- .• -'.- - pu.e.m...c.ogiAgo. „,._._ ,..,_ ..: .:_ t4,:r.p34. -13 -I)4.444?- ,-(''-r-gur I-Lc--, •---. —:--------- ..--____Zu..a..tIko--_rioil,:' 10,0i'04..1:C.P 1:.7..,::..-:: :: : ::...-7.._.....:.-_. " '---.-i-'--.--..---t,-.- -!.J0.11-45. - -: — ----.-- - - ---- . -- - : N.J.C. 1-/46.45 - • . I • • • I • I. I .7.,' 4-'-1' Ci").,._z•-a" ® 7,411 (•-,;'11 11-41' 21-11; 1 I -1- -1- 1 . • • , 1 1 ; . 1 • , I er • 1 ! - i . " 1 1TT . . ! ,i ,q1_1._ _ _ _ _ ___ _ __ . • .........__._.....1 _ _..... . . ... "1'• - " ' ' - — i .1 -, 1 .Lii+.1,10•0 aiLA.16,- ', I I - . 0 .-•• . . 11 t : . t ' I - . . . • -7.= ,. -17— Ti 15,4rt —._. .---_----.. , I _ —CaL.-V_0.----r..kL_®:-__ILSe.1._..1__._..a'.:17_____i;;; - -.._I ; _:.-•-• , I tfi 4,-- ; • 1: : WWI l ' __. . ._ _ .... . .... .L .L 7 i I ' ' I : • • '. 17e47 Ituer-1 4. t , , • : , i 11! i I 1 . ! . . . -11 . 1,1 1®Fl. 7 .1 • : , • L. • [1-t10 : i . ...,...1. ,a, . i ! 77.-.,E. ,,,,..--_,..Li r_______. I—Cr) 0 I(771\77, !I! :4';'—'!'*--±-41 : , i •, 1•70:11;:;;;;7774.B Ti:I—--:*--14-2;-:f ; -.H44.4.. 0440 ow JO ,..... \.,/ 1-1r1 i ti 114 ., A BFT14 1 il, -„, : •/• , , 1 , i i • 4,---- ' — • f.1 , , 1 1 — / A: i c,/ •,_„shrograLLE___L : , , • , ...-=' , _ . -:- - _ [:14.i.. . : ; • . ! ' tin 1-16-Kk i..1-loL ui,,,..5 ,I,_ ...,_ ri,,,,,,f-i OPEI.JINIG 1 qp4' ,111,- .urs.E.syy1121,71•1305,.. i/-bx 2,4'is."X 4,13:1' . i 1 1.4,a.H _I ,.. 7.,.-,. . e, .4 "i D11,14 3060 2/2.1,14 ,Temp Gia,c . z•q.ye x...e.m'At ' I : • 43,5-1,17.00l-itri 'LOFT 42Weoat-I Z r!' ! ! I • , • ! II ! ! •; . • • • ! •••,, •••• "._. " Irmo.34 a e 7/s ON -1-...r am,. . . '••ctA''X e',.et/4'. I li, =," -.•A‘.0.„. Fe 1,74 2L5Y„X 5!-0/41 \-11 ' I '' • i ! 1 ! i ! •I ; ' ki 4. ' Irou•30 tit i/4 ›/4. , -. , „... .,f.,11-07-1• 1 . I • 1 ' -1--_1',• 1: ,11 1 ' . 1 1 i .. 1 1 ' •'I . i .1 k1•37es I ure A.,Ling.I 2,,L,x,IM . „ ....5'-1. Z'1'7,44.-•- ......\ I 7.-- ! .1...i_, ; _ , ; : I ! .! I • . • -....... " ,i.vp-3707 ‘1.111E.r .1 3,,,,,, 1,1.xv.sy.,.. ; , . 1 -1.2 (--- 1 ---1---, I 1 111 ' i I 1 • ; ' : 1 J-1,, 1- " AN114- 527 1 L,It^ 111 2si ex H _. Z.,eye_ F I ! ' .I•,: 1 ' - ; ; ; I t; G I room Stts .4-In 7,x I 7 e'' " 4eu . L9"X i't. .'8" ; --- t. I : I. -_ _ ----.-c-... 1 ; 11 i . ; ' ; •! 1; I ; .•. ..rcuee. I iJ ; I : . , ,.• __ — - : 1 • P • T..i 71 -„ , ,r,. 1 __,. Ray '' ' Wee./o/s.w. .4.t-1"2, = " , i . _,.... 1 I _,7 •• •- ,,y,,, — - •- .. •-t • --•• •• 1 . ... J.: J_...S:aireo4. F 7441 ' 1 Ine,2F.u. . ........._ . .,. .6.',.7,Xt.w.ee'.112'._... ... • . .. ' I-•: .. . .. ' .1' F7141 " .... " 0.Lerea"46.... ..-.. .3',r/e_74-4.,11.,--.- J . Trse, . . .ti.-4 x.t,,b. "Tis.k, r • .4., .T".4144. rincr•ou., EE • , T._it-Moen:11..21..c.p_seaB__Nv.314______[XK.1.44— _ 3C.4,',..1074.1_ .._ r_ a.. „sc.-4 1/4II5: ".HZ‘,.- alP rk0...,_ ..„. _____ • __ ___ . • • mA,r;3r. _No.c,ii woo p pric,4-t C.,12:c?ur L.L1, . .. , .._._. ;-.- yi#.1.. f;1,1 • , '5c'Yfr.''''':1::;1'44--;C°2-12E'l-'): - — • :- Btetc,P•63-i 5174614 Aue-17,1C. C.1.1e-FaM DIA L.C711.1 I. ,e4,70-1 51"651... ,,Misa. • : _ LattuoI . G !-5.. .,4;64145._.14-X:C..*174/f Ce . ... ••• _ ........__ ....... ____ I , • I , „. • . I , 1, ,-,:,. ri______________ 24,c, ',..-2:1, io•-.• ___,, 23,,,,, ___i___LP3La_.______,____f ., - I 910p4-e- I 1 I 1 b't-3 • ' ' .... ___ _. ''''''''' STar...‘e. •1 1 2, , , 'N.._ 1 0 E.' E, 1 . r _..._ . I . . I ___...... Lk.%.. I I T i i !,,`e• ;•., '..z, -• . 1 61- i F.-9u 1 , I Ur I I I PS,I I 1 I I _ I I J., ,.., i ' \ \,... , 1 0„__11 9.L.e_ ---' 1_ ' , 1-4,,ta_KM,,,,f ,„---'' CO f '•". I' io,o• ;' - I '25,.4.• , I MO I -. I q?, .--47---13. ....-„,„ • j — r 1 0A1 ! Pi.I, 1 -- F.1 P 7 1 - __;___, ',,414 -.• 7; 1 7-n- I ,_,..,1 ,', Fot., 1 — i r -7-1 • i• . w , ....,... , . --; I -,. _ ----\ ; ci —R__ t - -- ' \ ' ----t.-_ , 1 Ili- Bea. ® '....) _ .1.P I / / 1 ,..._ ,..__,.. 4...,,_____ ______ . , 1=1. • ---4 I I , 1 1 CE..,, (s.) ® @I - • '''r > ,i vr-c.-• :-.1.;, ' ':,' ,.•1,0_•, _,.._. i _ , ; l ,, ,--- L i '', '-o• r.'-1,;' —_ .. I ,f...1..k.C.re 6... ... 0,..r,., I 1 13.E.,..,...N./60p t'r-.A.IJ 6-go r !_L C rieqf ri.,,ofz-pl..4 74-.I4d' ,i,„re.a...2up (...oc-r,E-Ic.0 .,1.,ocK.d31 1 • • ' 134,44 V,Luz.z,,,-....6.15-r.,1 ui,,p*-.1G- , . -, „ - -- 1 V,..e...1.1....-rh.P.If... .../1.1 1-.11.001 I I -.- • . 1 IC-S[...#t 1611115 I171(.45 -‘1. -.L-__ __-------—--- __— -- - -_,-.c-.._____--___-- • • 5,-5. 24• 3'-V" ,.'.L" 13614 2'.I' Ip._p. r 1 I - ------1 1 5 e I I I Ii1 —r T — r i:.: i Ip'-o• II, e•__ 29' -,[—__ 4 I',• 1 I a11 I�r- -1 Hone I :. I — — '� -- L I 1 .,..._.. Jo'uivE x4',4" 19u F991E i I - -- '_ "_'--_ - 4" 1 Wu,cua20'XIVFOeTI.9 I 5 ® 40.� • M11142 eS:n".aRs z-oUf ' ! I •�f -- �f -I -r- - ,�1 _ I + _. ,�01 :<oP Q t»TraN.3-B3 REsres I r .{._ ? .--- - �+--•—It—_-1,. —. %`'/ •J IU�aonlW Gaufu+. $'x¢'xi'<'F#o 1- Y r_ __A'-�Ri= D • I� : I r�5 x: 1 1',I I I I V lam- ,,,t'ss„�,�' I. ¢ I I' I of I ,• II i 1^ I ' I --- . I -. ! (PIo" I. 1 Ito. 1 In I 4'mTCC touc2erx::ue I ' _ _ _ _ _ _ _ • I '� ._'Ire4ev. ._ .. I _ ...�'. I 5/6•055:woarwN t .,.-L� ''�J9rl.•L BfbH �-Yi __ ___ -71 r- • I ,t -- _ q �i —1 Ew,r¢3'ro•olc,MINI I I I p�caN IacKef-'' b'pouEyp LOt1CZElE wdU._'o'o"r-tMOH 1 ...�5}i 57 Icwu.l I I 4rwar^eur I- IIrr lI qua wrlw 5 e5sRc4'-o•o/c CaW w>Y vwu w.a.ss . u i,r ' 'i I �I '. I - 4- 5 pa.14.9 C 4'-o^al1E21.1>TT:Hoe K eucs I .-.. N .� to ' '.!s-va a ar4 R L bus- ' 1 +, -- _--- fir.:.•- -- -�C�. —'i-0� Iv1 195,fs e.3,-o..%.-uu ` I' I • • I .-o. �..L�, ttt a'.�• '--_L'�6" —_� i 1 I .3`r,]"A'l4•X.>rs'r.e..gee, I I' I I I �' r _—_—_. f 1 rI I ',. �* °ts�=1a c -e�M: L- - --I 5rLy la•�ti.e.Hf a IoU- j 1q I it I "Fir slaB. _ _ 4'54'5lz•env. I':.L. _ // , I �'ca Ewers 5..an r•+4 Z'v"x4'-o"xi1•cwc I -I i I' 4 M �f. ''- • 45 4454. i' i T ....v.wlcE raH s/o Tor fan w,ra -+4 ecreRs ' -- -it; I I YSox Sir.,2"uwv lu��laTlou, �RIT.I'KM w>-(s.Nr. • thus I, 1 i.6"c0341.46 Gc14 I . -- �/ 2"-¢IU5.lusu,n44 I I ..Uz4( rtFo fi l..._... 1 :? • 1//9. .q`GoµG9W6 it /� • I 1 +— ,(7 �n II � I R- .'1 _ .I I i \. I I /[d,,yFV^CIl/yhiJ _u 1 L. _ __�'____-641e-,, 1 Nw6 ".....L, 0 OBI' 6Ig�I�� l= g• .1. _ LWI •pI�R BahE -� — �.. .. . -..._._- .i I ir.r. .—__i; I .- ` -1 irs• ��p�� mp��p� �Q! aeuac I I.. I 1 J _ _r-` n..e. WWII .ItlIW� � ..�,e-wWcu.enr 1'O bpOVE I 1 I / '12"lo.wcr n s6 '� . _- ;_ x �- - _ 4_ I Lour.(Y.ui4a'ee.n W J 4- rt . 1 W .F;u4c5171oLL WALL-a.-no.w. wr..1,0` 2E"315.5ot 42,011Ns-- ___ / ' ._ _ III.WaL15 &PsveL b�s6 r 7E IU'eo...0 I i. 'kCi[1:95 WELLS I n._ _ — 23 Y _ 12t' S 4" � i 5=4•�-}=o' 1`6�Y-. q'9" I r`u' —, I LEui a41pGL1GL C415C64CFOR' • f'�O• CIEALN VJaJb D�91GU�Z�J., L.L.C.- .. .�DuUD ow�41.1 I'•1, ' !•�1E1 • • ass- % ilL I i II i II tNt!! —: I i 5%q — I II!-/ ` (Iq•LJL ---f- 5�%Il y9 p.T.PnRYrlia✓. - - I �u )_NtioxSR.&TeCl.BWH I 1 $I E — IIt 1 1 i 1_L�_ 1J! _ , lii , , 11 , II. I i y is__, ' �11� �� 'iii1 t�al RIII) • -Ire�.vl.HrtEaz ih I li , I 11 _ _ 5k 6IIIIiJ!14,/ ' . .-ir _- I g i y v,91c. u`I4-< -9 L L. 1F25'W.wt.a �I CLL��,hC r�n � ItrI-Y 19_LeL CmhE / 6 i I I Ir I I o I 1 f 11/ L..n. I 2 eil 9P,'LLs! _ 11 II s �j - i1 I I! I I I -._— I' I Paobe: pLY-24"WL — �l IF I I I 11�1 !,. III ti PxPnrt i1,I 1 xou I----I I i I I 1x a &4 I6�(_ -- '—-- '"LSsu H6ugeC N RscrI I rF _ _ I T CJnE$Y52INL --- a v.w u ' I: I I' .I j 1 J i I I, 1 ___ *11 ,�EcH gOpF SHIUPL65 I I I I 1 I' ' - z _..III_ / I I xa oa1✓Ws I I III ._ _ i JC1.'PLF:aR 4JUS rC�I.'fII I � - -_— ..See.eberma'astir,vIley /-.II I-- -I8 ; I i li ( �- - ,�_ Q She 6 3 fll'> I I:_j II �I� w I p I II 1 - __ II rn•.r_wdoon '- - ' 2 x!ly�rca.e.�,,..F12 16"oic P' o-roPr I. I� I' j II i'-I. ,��j - R 99 sllsgL..-noN li 7 i 1I I�`I'' .a!uEPa<2r.0- *h >IJT hiuD.A. / I _ I i , 1 ____ _e.,., " --- I • - - ,� i ,L_ 1 :=-, - . �.. \ �,. �xic-9r.o Ie-o/ Ji1 r IF io, _. Il7 - �i-:I ' I II_ I II I li .lCbC.EEtH Y6"af< • xl.1.%9_rr.pexelltfn. -pY 99t}.al.s Z5 a,Ps =F. ^_fPTIT-- - 'r�- c.el�aI_ • 4+w"o a14�41:.16 '4'9 co,Pli•u/wa _?%lo SPV KE,V,..GA -,, - R00� �p u.nIIJC D , Ca. It 9 .. . .�.IEW IZE.1 bCuce.aup Go-'66E.F6[_' Mq soo I JpocWJ�7 ?IetJ Gko�;F. L.C..4.0 I .. ..., i-re..-.S.2017 _ _Sco?-f s.,o b1 auE Co R' iga bLIbu 1--alc c:.lnlor P.,I,,Lp i� ; .. �pt resr L1..:41?La-F .. - /4••I,..)„'xaLt: v. Kos . _172-MILL\x/a. 61cY:6m ...asLa 104145. 4: .a .5174L .._ - ._e-L.l%TrP.,L _,Ala LoT'no. .. .....--- _ .... _. R'I I 1 1 I . i t i 1 i 1 RooF 6-66VE 1 , •- , 1 I . i I li 1 jp,58 creEL BP...,4 il c. I i 1 I ily.•1:4.0..t,..„,-, lox e..5 V.P.1 theal 1 7-.3rrf 114'1,1.Huger_ i / 'I 1 irLY IIA.L.A. \\I :Opal,V.ilLt- i \ I I' ..._i r ---- -1-\ ! 1---!/ ‘4,.VAC-.1,Lro5.13 1 I , rt.(1178•Itv.csa 1.14illox 54,91E0_ES04+1 \ 1 ••,. -2.Frr.If."1:4-6.t.-1—.4._ lIT 1! 1 I- I, i t 1.. , 1 ..._____H-o.p.w.4, ---r-,-._ ' : -.- .---==.=.—= - ----if4cur,L,,,K.,,,,L...LL • . ,...- i TT.t',,,,I I Ye'.7..7a,...i.f -. 1-11---.1. 1 I __. _ I! --r-- 1 1{ 1-1---H--- , ..- -: II t I 1 I 97 Ciq,57.,14.I-1,ILS ', _, I !I --' 1 . 1 , I 1 1 I Li 117311 IINN L. ! / —• ....• . . r . 1 xr.v o• . I 1 ) 11,1 ,/P_6.s.112E.,..4cr i„....,,c.,,,....,..-E.roe: - . 13.E.Pc-F1 Woo r,2E6.1644 Gizou L.I-.C. itg,L to.zoq -rt.i.,..,.0 L7.1aut,C.ampe a.t.: _ er-c447.rt•oog. .-gr.4-1,11•41,to_e),.1 _. 1 K.034 P_II.-1 t.IIL PIC C..I.4As10 f-.1 rin,1 DI i•-ii.4-l:tZa.IAIL.1.-W4 _ 1,01:001 G.st'I'104195 1-I 1 C4 17 4:.15 ;_ a•¢..usT,63L.‘., Ma_DPT , i i Revere, 04/01/19 CERTIFICATE OF INSULATION This form must be filled out and posted to comply with building code requirements. THERMAL AND ENERGY EFFICIENCY, BASED ON 2015 IECC - RESIDENTIAL PROVISIONS W/MASS, AMMENDMENTS, UNLESS OTHERWISE NOTED, PROVIDE: Consult International Building Code, Chapter 303 Materials, Systems and Equipment. The Spray Polyurethane Foam System (s) has/have been installed in accordance with manufacture's processing guidelines to provide a thermal resistance of: PRODUCTED USED R-VALUE THICKNESS COVERAGE AREA Ceiling Area 1 R-49 11" 1870 Ceiling Area 2 R-49 11" 264 Ceiling Area 3 R-30(Fiberglass) 10" 1820 Floor Area 1 R-21 (Fiberglass) 5"1/2 1800 Floor Area 2 R-21(Fiberglass) 5"1/2 1506 • Perimeter R-21 5"1/2 Demilec Products-Spray Foam Insulation: Ignition Barrier/Intumescent Coating: Demilec Agribalance ESR-2600 Manufacturer: IFTI DC-315 Certification Signature: Builder and Spray Foam Applicator This is to Certify that the Demilec Spray Polyurethane Insulation System has been installed per the manufacture's specifications. Job Site Address: 170 Millway Rd - Barnstable, MA 02601 Date of Installation: 03/25/2019 Applicator Name: MASTER SPRAY FOAM INSULATION INC. Phone: 781 629-4934 Applicator Address: 870 BROADWAY- REVERE, MA 02151 Date: 04/01/2019 4444 Applicator Signature: 44.4(1) Builder Name: JW BUILDER'S INC./ Jamie Weinstein Phone: 508 648-4999 Builder Address: 170 Millway Rd - Barnstable, MA 02601 Date: 04/01/2019 Builder Signature: Town of Barnstable ?gym �• 11 alding _ " ''.1',--'7‘;\ f'---1'•5' rThat rt'gP"ble From the Street; Approved4Plans Must be Reta'i d h3 b and , is Card Must 1,Ke yf atnsa: :?,,f‘P:14411,1:r,171'11::‘, Inspection Has Be n'Ma 5 �xf ° 16,9.' " k;�.. .::� ,.< i. :.F ,4.z. .� ..ice x;:., $�„cG , '�.`,. a ':'.i, i' ��w': ziaW ', /au�7 R Where a�Certificate of Oecu;arse pis Re aired,such4Buildm shalt1Not be�Occu `ied unt�i�a Fina1 ins act Permit re,aieitiipyc1Ppu„ ,.s- Permit No. B-17-2023 Applicant Name: JAMIE M WEINSTEIN Approvals Date Issued: 07/24/2017 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 01/24/2018 Foundation: Residential Map/Lot: 300 034 001 Zoning District: RF-1 Sheathing: Location: 170 MILLWAY,BARNSTABLE � Cont ac#or�Name JAMIE M WEINSTEIN Framing: 1 Owner on Record: GUTOWSKI,ANDREW Conti ctor License GS-077563 a . \ 2 Address: 195 DROMOLAND LANE Mr Est Project Cost: $525,000.00 Chimney: CUMMAQUID, MA 02637 * , R J ,. Permit Fee: $2,887.50 Description: Construct a new 4 bedroom,3 1/2 bath residers'e,3228 sgft with a , Insulation: 2 car garage first floor 916 sqft,second floor playroom: 1st Fee Pald $2,887.50 Extenstion to expire 7/24/18 % Date: 7/24/2017 Final: NOTE:address is 172A Millway(RMCK)changed to#170 ,� ,�-^— Plumbing/Gas Rough Plumbing: Change of Contractor from Brian Burbic to Jaim`eiWelnsteln .`: 5 ( Building Official 05/17/2018 Final Plumbing: Rough Gas: Project Review Req: Final Gas: This permit shall be deemed abandoned and invalid unless the work au h sized by this permit is commenced withi vsix months after issuance. All work authorized by this permit shall conform to the approved application and theiapproved constructiorn documents for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shall be rn compliance with the local zoning by:laws and codes. n l Service: I his permit shall be displayed in a location clearly visible from access street or rnad and sha I be malntarnei.open for public inspection for the entire duration of the work until the completion of the same. Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Final: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). , � Town of Barnstable .. 111. 1 J ' - 3 4 '\ Buddinganent iet'Vites ° ua0.raFrii i. 13rian [1orenec,Cuff) ss rr fn:>+4A� fi tiltltntttin3�,5ssner 1` l'v`�1C1 +' � ' t csLE .��. :: :'Qt+tifaisz,Strrei,r-f}'.tns�t�•.�'Jlt(1?tiUr: ww ttoti {►.Li;:rlastab se,ni i,u,s Office, :5t0g (2-'1O3R Fax: 5G17)0623O:: 1 *cp rty Owner M aa:st Complete ,,nd Sign This Section. If Using l3. Bui derr i ' 1,e ` i e € :'%, • • 'i.(: t>!'it C(4. the'subject: property t i<tir it.tt(tcy Lr. `'.1:( ^e l as ,.:'s t rc _ 1�r 1L'e cars tati.,:b: s,l • ini.115 szttttir.r rc1<stt.'e tcl:. 1k:itliru,=.'; ii br this t}a111ctiivtt3 ti;:tint alxl l sttiartl:for (Address o1V.j.o i}: ' l'r)t l kl-i•Cc; •,ts ct>14rr0.; .1.. iht tc� i<;>sthtf 11arx- cot`tlsc pj.I,ic.:44 POOPS arc r or cc,>l,)c° #tljr:t,i,(:t= t;rilirecI })(fr,cc .t.,ii ce i ixastraf3ed :inch :ttl halal' .i.tt {7:tcititsci altc '):C.;rt�ssl:rn U ar ea :cct:cttrc�.(': . ` t $1t .11ZtUkc:ES# v,:i1T -:iL alu of Ai:i>iic:t.nt: / }} .t rg t4'a • r __.._ t : _ 'fit- 1rlstl ! i&: Pr tst i�i41[1:1c' 7x R�.ti':.41g 1.6 17; MAY . . 11\1 DI 5'''2DE8PT Ap1114.E.r0114- Town. nf'Barnstable „. Building Department Services : • BARNSTABLE, Brian Florence,CBO '101/VN oF MASS. ildingCommissioner kJ,. ‘6:39.1$ 200 Main Streei,„1-Iyannis,MA 02601 www.town;b rnstit131e.niii:ns- Office:-5.084624038: Fax: 50g-196-6230 NOTICE To,THE BUILDING DIVISION OF CHANGE OF LICENSED.CONSTRUCTION SUPERVISOR 1, 0 (Alit, " 4-41'r 6 ,owner Of Property lOcated dt; 11 0 0-‘1tv."4:4.‘ aril -r•--‘ c. 1RA- 0 4 3° hereby certify that 10.-YN 1-yurly,c„ is no longer Construction. Supervisor listed orilhe,application for the-pebjeCt Wide!'ecitistriletiOn as authorized by building permit-# 9- a 2.3 „issued oh 1 11-4/20 11 201 • .1 understand that the projecttinder construction must cease until a successor licensed Construction Sppervlspr,is submitted on:0)e record,s of the.Building DiYisfort. 41 if PROPERTY OWNER OWNER DATE Q:WP;FOR1vIS;PROPERTYQWNERREMOVINOCONTRACTOR.130C pFSHE ram, Town of Barnstable Building Department Services . BARNSTABLE, t Brian Florence,COO 111 $ Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY `(\k‘f c,(ls °(n , Construction Supervisor License # 01-7 . .53 ,hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# tk�2°2;-Issued to (property address) ��O ' �`\ A ` i U�C�SZp,r4.5\ 1 on 51(7 201 9). The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) NSE HOL ATE q/forms/newcontrb rev:08/23/17 ,C -� - Town of Barnstable ',.: ueiling t Post This4Card So That rt is Visible From th^e Street Approved Plans,Must be Retained on Job-and this Card Must besKept . -F A - Xx° b -- z , ^fir « t x 1"R ", £k ;Posted�Until Final Inspecxion�Has�Been Made �"� � � ��'� � �� " �. � � ' � �C�"��- '��" r ° ml ru6i319*1dWhere4a Certificate ofOccupancy�isRegred,such Building shallallot be Occupietl until a Fina(Inspecton has been made F. Permit No. B-17-2023 Applicant Name: JAMIE M WEINSTEIN Approvals Date Issued: 07/24/2017 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 01/24/2018 Foundation: • Residential Map/Lot: 300-034 001 Zoning District: RF 1 Sheathing: Location: 170 MILLWAY, BARNSTABLE I Contractor Name JAMIE M WEINSTEIN Framing. 1 Owner on Record: GUTOWSKI,ANDREW Contractor•License CS,077563 2 Address: 195 DROMOLAND LANE " s Est I?roJect Cost: $525,000.00 Chimney: CUMMAQUID, MA 02637 m S 2,962.50 Perit Fee: $2,962.50 Description: Construct a new 4 bedroom,3 1/2 bath residence,3228 stilt with a Insulation: 2 car garage first floor 916 sqft,second floor playroom. 1st, st Fee Paid: Extenstion to expire 7/24/18. 2nd Extension to expire 1/24/19 , Date: 7/24/2017 Final: NOTE:address is 172A Millway(RMCK)changedito#170 a � �_, C ` ' Plumbing/Gas .2 Rough Plumbing: Change of Contractor from Brian Burbic to Jairrie Weinstein �3 Building' Official 05/17/2018 Final Plumbing: Rough Gas: Project Review Req: �- Final Gas: Electrical .' Service: Rough: Final: Low Voltage Rough: Low Voltage Final: Health Final: Fire Department Final: -7127) I Dear- 86an Florence( &-- @) 1\7,-)I' g 1111s lefter 1?) rcvAes)- ah ex}en10;) or. Our exMI Permit (bId , rot,\J ccrrAndO'`, at- addvr-cs 6f 170 1lillwIAIV , elit,r iNs}abIC ,, çen (3 -1`} - 2a23 We_ ctv'G Ye �lri anPX�� L�e[d{M�_ we, at2 ,;,v�alr3n5 ��-6(01 v�e,v-) (Ocvi-or) 4- -I-hL how" , aro( aye aimd2o5 rEIV)\i pkivot w111 Dirvecl" 71( � P'\eirt MS( -Nor plans elevn`-ions kaue keen PAT iV1a CND progYbum anG� wt. lP VA s'��" 2x�` n As/�P TIAaAIG tioA so nut& csti acf.04ce for CangicLAa,fi6:1 out( Gn.E cooKinq' '6/WttA 4-6 di5._ � .1 41AL- ho I e a'On . AtMCilled 4M fivid_ q chedL fov 4 -75 15 So (ereki � y 1);ota,nn Corderc :n •c' N v la'f - W � rn ADDENDUM TO PURCHASE AND SALE AGREEMENT BY AND BETWEEN ANDREW GUTOWSKI,SELLER,ANL) SCOTT C.CORDEIRO,BUYER(the"Agreement") An issue has arisen as to whether the frontage on the twelve foot wide way leading from Mill Way to and bordering on the Premises is sufficient frontage to permit the issuance of a building permit. The performance of the Agreement by the Buyer is contingent upon the following: (a)Buyer obtaining Barnstable Old Kings Highway Commission(the"Commission")Approval of and a building permit for the construction of a single family residence on the premises in conformity with all applicable sidelines and setbacks under the town of Barnstable Zoning Bylaw; (b)In the event that such approval and permit is obtained,Buyer notifying all interested parties(being all abutters and abutters of abutters within 100 feet of the premises)and the passage of a thirty day period from the date such notice is provided to all said interested parties,provided no objection or appeal has been filed with the Barnstable Building Department,Board of Appeals or Town Clerk during the said thirty day period; (c)In the event that said building permit is not issued by the Building Commissioner or an appeal is filed as set forth above,the Buyer shall prosecute an appeal to the Barnstable Zoning Board of Appeals either in the form of an appeal from the decision of the Building Commissioner or an application for a variance or other appropriate relief;at his sole discretion,or join in the response to an appeal at the Barnstable Zoning Board of Appeals; (d) The Buyer shall not be obligated to pursue any appeal in the Court system from any decision of the Zoning Board of Appeals;and (e) Provided that the Buyer obtains such permit with all appeals having expired,the closing hereunder will be consummated in or within five days thereafter upon written notice from the Buyer to the Seller. In no event will the Seller be obligated to extend the closing date beyond July 1,2017(the"Final Date)In the event that the closing does not occur by the Final Date and the Seller is unwilling to extend the closing date,the Buyer,at his sole option,may close on the Final Date or cancel the Agreement in which event all deposits made hereunder shall be forthwith refunded and the rights and obligations of all parties hereto shall cease. The Buyer shall be obligated to diligently pursue the issuance of the approval and permit and will make his best efforts to be placed on the Commission Agenda for its.March 22,2017 hearings. In the event that,notwithstanding such diligence,the Buyer is unable to make the March 22,2017 Commission hearing agenda,the Seller will allow P/ additional time to the Buyer to be placed on the April 12,2017 Commission Agenda,or at latest,the April 25th, ✓ �. 2017 Commission Agenda. Assuming the.Commission approves and signs off on the Buyer's plans,the Buyer will, lay) not later than April 28,2017,file his application for the building permit with the Barnstable Building Commissioner.Qvn In the event that the Buyer does not finally obtain such permit after such appeals process before the Barnstable oo�u///�3fiy/ 7 Zoning Board of Appeals,all deposits made under the Agreement shall be forthwith refunded and the rights and obligations of the parties shall terminate. r'P PSG' 1 pc mie.0 e kl' 1iurA h ' e ��©.fir °� 6R{•1021,4-0004 , -os;22 '10i29 026971 0, n/s 6- sole PRcIP EXECUTRIX DEED e,KII C6i0Olyie 1 ✓ 1., NANCY E. PERRY, Executrix of the Estate of Alan S. ! 1� /�G1 �;A�(y j. .Perry, •of New Canaan„ Connecticut, by Powers conferred by the { ', fir, Will of Alan S. Perry, Barnstable Probate Docket 496P055-FE-3, I • :and every other power for consideration paid of ONE HUNDRED THIRTY-TWO THOUSAND FIVE HUNDRED i$132,5+04,,,0p) :DOLLARS grant , t ' to ANDREW GUTOWSKI o:f -.;P.O.Brc 6i6„'. ratable, Massachusetts (1/1)... my undivided one-half interest in and to the land with ! the buildings thereon 'situated in Barnstable., Barnstable i ' NORTHEASTERLY j County, Massachusetts, bounded and described as follows:1 by a. portion of Parcel "`:E' and by land now or formerly of Robert Bacon Est. as shown on hereinafter mentioned plan 45-00 feet, 64.75 feet, and 63.2.3 feet, respectively; {�q SOUTHEASTERLY by Parcel °Da as .shown 'on said plan, 339.61 i feet, and 18:8.27 ,feet,, respectively; SOUTHWESTERLY by land now or formerly of ;Maurice C. Hallett I as shown on said plan, 143..82 feet; j WESTERLY by land now or formerly of E. Flora Hallett as { ? shown on said plan, 92.84 feet; and in 'IMRTH.WEST.ERLY by land now or formerly of E. Flora Hallett as o 1 shown on said plan, :95."36 feet, and by Parcel "8" as shown on said plan, 327.52 feet. Containing :83,257 square feet, more or less., and being PARCEL "C' as .shown on hereinafter :mentioned plan. d A NORTHEASTERLY 37.15 feet, as shown on said plan; m H EASTERLY 16.50 feet, as shown on 'said plan; s j 5 NORTHEASTERLY by land now or formerly of Maurice C. Hallett 1, Aa as shown on said plan, 98.75 feet; ao , SOUTHEASTERLY by land now or formerly of :Maurice C. Hallett i 1 ri as shown on said plan, 329.84 feet., and 194_49 -feet, respectively,; E Yv SOUTHWESTERLY 'by land now or formerly of Maurice C, Hallett - as shown on said plan, 104.49 feet; and • c ; , NORTHWESTERLY 'by Parcel "C" as Shown on said ;plan, 1�88.2, M l feet,, and 339..61 feet, respectively. a IjlContaining 62,250 square feet, more or less, and being PARCEL i 1 4 HI "D" as shown on hereinafter mentioned plan. h' Being ,PARCEL "C` and PARCEL, ID' as shown on ;plan entitled 1 "Plan of Land in Barnstable, Mass. belonging to Francis .L.. :& Ds i Sarah E_ Maraspin Scale 1 inch = 50 ft., Aug. 11, 1934,, Nelson I a ' Bears.e C. E.. Centerville, :Mas.„."•s which said Olen is duly recorded with Barnstable County Registry of Deeds in Plan Book 50, Page 113. i 1 I Said Parcel ''D' is conveyed together with the right of :egress • ; and ingress for vehicles and pedestrians over the two 12 foot passageways shown on the said plan, extending from the 'granted :1.,1) • : 1 7 16 I • . , 1 v • .• 11' ''' 'BP::10214-0005`96-Z-22 10:29 11028971 - - t I 1 4 premises across Parcel "C." and '"B" to the County Way, also known as Millway, in common with others who are now or may hereafter be entitled thereto. There is hereby 'granted as appurtenant to the above described 1 ' . i Parcel SD" the right to construct and maintain along the side ; of the most southerly of the said two rights of way as it I !. crosses said Parcel "C', poles and wires for the transmission [ of electrical current and telephone messaces, and to lay and maintain under said southerly right of way pipes and conduits 1. for transmission of water and gas to the granted premises. 1. Said Parcel 'C' is conveyed together with and subject to the privileges and appurtenances belonging to said parcel. There is conveyed as appurtenant to both of the above rdescrIbed parcels rights of way over the two 12 foot rights of way as shown on said plan_ For title, see deed :of Lois 1L„ Perry dated June 7, 19434 and recorded in Barnstable Registry of Deeds in Book 4151, Page 232; also, see Barnstable Probate of the Estate of Alan 1,1 V • S- Perry, Docket 96P0555-FE-1. ..i, EXECUTED as a sealed instrument this 13th day of May One . , Thousand Nine Hundred and Winety-Six. , 1 i 1 . • Nancy B_ leary, i -" 1 .. Execetrix of the Estate of 4 ! Alan S. Perry I: i - . STATE -OF CONNECTICUT ) ) ss.New Canaan, May 13, 1996 COUNTY OF FAIRFIELD Personally appeared NANCY B. PERRY, Executrix of the Last Will and Testament of Alan S. Perry, deceased, signer and • sealer 'of the foregoing instrument, and acknowledged the same to be her free act and deed in such capacity and for the • purposes therein stated, before me, i L. }- -.r.:1 c, "o-ta,t r(y P uibelfr iihc t...4•44616" '-' '''' a N'',./ • c' 1 p c: '5 , •• .-- V w 4-1 .., It,/..N.,/ 0•4 -.. kt.-3 MUNI C.ROMA=4 . _...‹.; , ,..•• ..7"..4 in lerf COMM13610tOMPIRB004.1/e.:11 se s.- -,N'.N. N X •-•J LI t ..,„,......,.. ..„ - -4-% - ..,...?• j.:...lt ,.- V%••7.. I ....1 -.2 4.2 0 ,e0V-13[fl 21'a la.2 spy ,cr er C . In ig . •-....,...,.,,..- , 0 I.4 0 2 to 4c, . Y :S an- Air,_ n. X 4.1 an 10 co I . : BARNSTABLE REGISTRY OF DEEDS • . • • MARABPW CREEK ,..'.' 1' Im ,,art"` w..,,. /� a O a it1%' 4 MR �} `s3 N01310r eCµ1 AMMON 00. i NO �....� MAP ma vArca.31 _ • / we C. . pp a • ,. .., /5 I ucuwn Pal AC OW in MK 1tV 10110 MU , �. .....ter•NI...•!'• --- -.^0"17AY I 1 by ~~...........1 J ttrt anteam motto wm ac IOAU ND 00700014 V N OV31:0e•w - . - kownom NpB00W1 IAA UNCA l OM MAP 000 PARCEL 34 g MAP 300 PARCEL 33-1 AREEA'448,777 SP.t +� AREA�90,109 SF, c 1MR :r uer A I �rwo n°mutePs °01aalrMuolNOon M k N/1 1r N 7r N'os w 13 AG came t 1mmoua MONO*4110 WW1 oac 's \:` 3000 ww 300 POCK sr-t iCaUNO tt• `L '4 17 N 73 oa a //•� s PROPOSED OM cm 1 ___. /t 7 r.......41.2„.... Ui1LI Y EASEMENT aN 1 700 P101101S-ODtPROPOSED. y/ / `.9 2670i SP•! ova 01 NCCNR Pwl twvU@EWER EABEMEN ,�r/ / nm�vriwP 1303 PPM I eH-ml 8926*OP.= A +� 1�, ._ I 1 0. oaral or MOD MO MOO ... r 127030.w a� + �'"T a anv4r w rewa ro e u°Utaa i MIT so AMC Is reu IN tr,ov // /� 1 A eia i c 10{1AI1 tat 1 PUN e11.1W Pa a1 "� _`�7 a dram w / + 0 067v a u�ropwpl�urn PAvtt NA9a1 1 mosl 0001 P . Lra' / / .v • ronabrw El UP VMSno au Al e7aa `•��adee.la �"^_•... � / Rem Pavaua N11 e[I g 1Na au q 2211 A7, '� �•J '„ r. .,...a„w ✓ MW M IDO of R00A „L 004A WC IIOW 4CWar PLO • N t 6e,r � '.........Z..".+..1� 'Vi M LwN661n1• 4V1 UMW d . __ _ �,..�. .......,. pis p��.p t t y�� ....,..L. N/Pg .. -•:..:..-.c..yn,r-+m... TM EASE1VIG1�T�'tl`I ,s. •...........,...., OM06610 asa..� ..,f uS o M a7-7 91 & 93 DEACON COURT 1, GADAICTARI0 I.JACC6111411CPTTC • -- ; • , . I ,-----' • . 44 51)—t17 i • •;, / . of sy4" ' ..//,/•••, .\4, , .-------." 4' 1, .....-.'M.'-=tr.-, - 4,e, </' - ,ibz' /.-#1 • - . .. / •k .4 . . .--....-•. .1". • ..--,.......---- ...---.._. • / /-4,-.9,fa,. •‘. • 7„ I /"1 f i /Z. .4.`" h ° /1 (I ,(G X ,' _.....e.. \‘, • , I • : /—•-z•:".'• i .P. / •., \\ Cs.... `.4.' • ‘.., /// ,i .z , . .. .1'.::.1. PAcEL • /1 ... -4 . N.Q). c; ...‘, s.0)) %'''3. ,./,.' PA2ML.71C ,• 9 Ts-'4 ,- ...7 /9: vissris4 soft .i- at\° --,• „ tl i 1• A .. %.x• -3. e.r-k it 6 n..AI '`s•-• z y // • •11*. -''''' --c.-'• 3, -di 61- •„...t. .&A:. . S. ....... ,,,.., , ---kk, - 1• I- . /?..,...9 •tct.QOESER.T '.••-- ••''' : 1 • /f/' 'S- *4'' --.. t ,•'. 11 I ,-.........-. J .K.$_:.•..i...t.4....BACON Est -----•-; _,,•!....,••-...-..,,3, 1 I • 41 :,/-4•;,446..c.2,,,-.... ., -/6 ' -..1,Z.:•.?.ao: -- - ' " ' "Z. e....-.._.'---- €4. •0. .-A, 3: /:t s14 ‘...... • 6!6 j). S.1•9:t4; '. sf. 1' \ . ,......z,_ --4),..,.,,, _ • . . I. PAC.. L B „ • ...._ , . z„ ..... ........ . , 2E -/- ' ii./5 c 't • ! - G-1,2154 5,2 rn , .• .) iF A "•>ts* 4=.4, • tt#1 AuR IC E: !' f'..;' - .•• .1,i, .0 ••-: C. > '3_.;.' 1 14 • 4,3. • . .,i< ' • HALLETT 4 2 -9,, 1.a 0 e" IV 1 "= ;4 7 /0., ,.. 1 .: ' (0- .... , of .• (11Hian " I a) .. :, to - . I, 1 1 .• . . i 4 i • — i6:%.7.:,:f4t,., 1-.. : / . . it I Cv A' .. 2 4, •• '''-, 0 ,Lco ocv Nit 1 i 00".<.... 0 .Jr I .. al Or - , _ ,;.4 ' --All• ••?..../: a) PA2cEL-0- ' z• 0 ."--.....C.-"--...sv • 4nr '• zG .z50 t SqFT ,C.' . 1 :; a,. c'0.• -.1 r---,I..co - . . ! •e.. F.LOI2A. HALLETT Az" -...4„k),..,.. 7 .? „, MAUQICE C.HALLETT : 1 • gre• --;,„;--• . • . . .•--... ,I• . . . .•. i..,..• - , i ,,,i,r,; ,,,; • . .. , I ; , t 0 • , I , . •• sii,.:•••• • ,.„,.,. .:. , • Iv I .4, ••• . • a -•d• . • s„. . ! , ! NIAueice C. HALLETT • 4 ....s'. ' ..4.1*. I , .. , PLAN OF LAND IN BARNSTABLE, MASS. . ' I Oltor+Giks 4 TO • .. " t' ' . ' F12ANCIS L. $ 5A2AH E. iVIARASPIN • i V'.. • SCALE I !Nal=50 FT. AVG.II,1934-• i rinaoN DIMCW1 1 GC. GCNTRAVILIA 01.91. . I. 1 . 1 ., A i . . 1 . . t;nn.-Na 01141 5 0 PtL.<•ts"_%%-I_ Ilielf ' . ---.'„qt-1,1 J ,.. 44, •-•*--Z-. .,, , 2., '.•....:70/)4 _ 6,y,..2-. _ -......- - , .c.•• • ...1/ !c-.• • . P.: '•••,.G...4."` . . t '': •'•...•...;'• , . // .., li I '''... C.,- -,- ::,.7 ..„ -....1,6) / Rif -....',;• ---". 4:7-1 .... .N. 1 . • 7! 1...* 1 ....__ .;.' . 1 '-...... , s 1 . 1'-- J / `- • I . I 1 1r _ . . ••:.. iI , .. i i o 1. . .1./. ., I...,,T,A,,a.. i ! • - • ail ,•• , . ---.. • , _ /. 1 -......__ . i .• ....._ ... • . •-; ,, -.... , ,, -. .• --,..../ il- . . _ ••:.:,_, -.-.. ,..7, . r*--1, \ I • _.,• ',g s"..--; —4;- . • f 2 I , .____ g I -1°e , . i .....•• / , 1 ..... -----*---- ; • , b ‘.--z....., -..........1 - *...z.z..... . 145‘ •',7 . :-' -..... --•-•:*--- 4/ i 1 . / / .. •sy 4/cs...c.IN.„‘„: -----'::-....„_..--..._ ..r ....// na...•. ..... , 1 I1 • / /, :_, /s5),143. . /.."%k..... ....<7-::.„........ 670 - ..... .-- ,-- ....- 1,yc't •Sa-7,"----__. -1.-,_ . . 1"'"'..-7--------- g _ .,,, --...• ..! 1 1 . ... --......., • , .. ..., es.. ...." i ---..........?, .r.' i 1.,, .-5-, .. --...,... f . 1,.! 4 , 0., ----,/ i - ......- :. ,*;/:-..: -eic, • /,/ if I I .."- .., I A I I NI ',..., '....)0,,/ . s: ..; /63 g I .4 I "*,-....... N. / . • - - --.-, /..,___. ;„.- 1 *--,,•'-- L / Print Page Page 1 of 3 Lo Print this page • Owner Information-Map/Block/Lot: 300/034/001 -Use Code: 1300 Owner Map/Block/Lot GIS MAPS 300/034/001 GUTOWSKI,ANDREW PO BOX 616 Property Address Owner Name as of 1/1/15 172 MILLWAY BARNSTABLE,MA. 02630 Co-Owner Name Village: Barnstable Town Sewer At Address: Yes GIS Zoning Value: RF-1 • Assessed Values 2016-Map/Block/Lot: 300/034/001 -Use Code: 1300 2016 Appraised Value 2016 Assessed Value Past Comparisons Building Value• $ 0 $ 0 Year Total Assessed • Value Extra Features: $ 0 $ 0 2015- $ 303,100 2014 - $n/a Outbuildings: $ 0 $ 0 2013- $n/a $ 316,300 $ 316,300 2012- $n/a Land Value: 2011 -$n/a 2010- $n/a 2009 - $n/a 2008-$n/a 2016 Totals $316,300 $316,300 2007-$n/a • Tax Information 2016-Map/Block/Lot: 300/034/001 -Use Code: 1300 Taxes Barnstable FD Tax $ 955.23 (Residential) Community Preservation $ gg 34 Act Tax Town Tax(Residential) $ 2,944.75 Fiscal Year 2016 TAX RATES HERE 3,988.32 http://www.townofbarnstable.us/Assessing/print 16.asp?ap=0&searchparce1=300034001 12/8/2016 Print Page Page 2 of 3 • Sales History-Map/Block/Lot: 300/034/001 -Use Code: 1300 History: Owner: Sale Date Book/Page: Sale Price: 1, GUTOWSKI, ANDREW 1996-05-15 10214/4 $132500 • Photos 300/034/001 -Use Code: 1300 There are no t any photos for this parcel ; ! • Sketches-Map/Block/Lot: 300/034/001 -Use Code: 1300 I A sketch is not available for this parcel. AsBuilt Card N/A • Constructions Details-Map/Block/Lot: 300/034/001 -Use Code: 1300 Land USE CODE 1300 Lot Size(Acres) 1.17 Appraised Value $ 316,300 Assessed Value $ 316,300 Construction details are not available for this parcel. • Outbuildings& Extra Features-Map/Block/Lot: 300/034/001 -Use Code: 1300 There are not any extra building features on record at this time. • Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished)SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio http://www.townofbarnstable.us/Assessing/printl6.asp?ap=0&searchparce1=300034001 12/8/2016 Print Page Page 3 of 3 Microsoft VBScript runtime error'800a01a8' Object required: " /Assessing/printl6.asp, line 151 III' ff • I I i . y http://www.townofbarnstable.us/Assessing/printl 6.asp?ap=0&searchparce1=30003400 1 12/8/2016 Rec Land Index by Name-Search Results Page 1 of 1 Barnstable County Registry of Deeds John F. Meade Land Records List by Name Search name: GUTOWSKI ANDREW Gtors/Gtees: All Parties Town: Barnstable Document types: *ALL Database searched: Land Document Index from Jan 1,1704 thru Dec 8, 2016#64150 @ 03:46 <Previous I Next/> ' Show Print Cart 1 Liens I Curr Year Print Listing I Land Court , Rec Lnd Plans Full Name Document Desc Town Reverse Party Document Type Date Recvd Book-Page Abs View Prt Add GUTOWSKI,ANDREW(Gtor) MILLWAY _ Barnstable 17037-139 A. e -1 FLEET NATIONAL BANK MORTGAGE 06 05 2003 f GUTOWSKI,ANDREW(Gtor) C D 50/117 Barnstable x ®' $ —z PRIDE MORTGAGE INC MORTGAGE 06-30-2003 17174 18 4: o( I GUTOWSKI,ANDREW &O (Gtor) 17037 139c I _{ ( ) / Barnstable 17174-35 ;�; o SUBORDINATION 06-30-2003 -3. IKc.I _, 1 GUTOWSKI,ANDREW(Gtee) 11880/88 Barnstable A. �`a_ WASHINGTON MUTUAL BANK DISCHARGE 17506-278 D, 08 21 2003 1 cam, GUTOWSKI,ANDREW(Gtee) 12227/101 Barnstable rg -s BARNSTA(CONSERVATION) CERTIFICATE OF COMPLIANCE 02-10-2005 19520 230 �. a GUTOWSKI,ANDREW(AS TR) (Gtor) 1 1 1 58/182 County o NOTICE 05-26-2009 23736 101 it" GUTOWSKI,ANDREW(Gtee) 17174/18 Barnstable o SUNTRUST MORTGAGE INC DISCHARGE 01-25-2010 24322 190 $ c:I A$ GUTOWSKI,ANDREW(Gtee) UNIT 3 357/94 Barnstable �• �`a- NEVES, CHARLES(AS TR) DEED 24779-333 e o 08-26-2010 s. 1'.e GUTOWSKI,ANDREW(Gtor) DEACON CT Barnstable �. o' z LAPINE, WENDY S EASEMENT 11-04-2011 25813-156 ae '; f4c 1 rr GUTOWSKI,ANDREW(Gtee) 482/31 Barnstable A .o ' Z LAPINE, WENDY S EASEMENT 11-04-2011 25813 159 's: e More names may be available <Previous ' Next!> ' Show Print Cart I Liens 1 Curr Year _ Print Listing I Land Court Rec Lnd Plans HOW TO USE THIS PAGE To see the next page of available names,click on Next>. To see the previous panel displayed,click on <Previous. To view an abstract, click on the document icon with"ABS". To view an image,click on the document icon with"DOC". ? ! Please note that if the icon"DOC"is not shown,that means the document image is not available. To refine your search to a name that is displayed,click on the name hyperlink. 1 a I I I i hops://search.barnstabledeeds.org/ALIS/WW400R.HTM?WSHTNM=WW401 R0 1&WSIQTP=L... 12/8/2016 Shea, Sally From: Shea, Sally Sent: Friday,June 30, 2017 9:08 AM To: Brigham,Anna; Parziale,Jim; Logan, Erin Subject: Permit/Application:TB-17-2023 at 172 MILLWAY, BARNSTABLE for Building - New Construction - 1 or 2 family Residential This application went in under the wrong #172 there are 2 #172 Millway's. This application initially went in under the wrong one. It has been corrected to the correct parcel 300-034-001. Rather than make the applicant re-walk his approvals around, I moved this to the correct location. If your approval has changed or you do not wish to approve this under this parcel, please let me know. Appreciated. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 1 Roma, Paul To: bkilroy@comcast.net Subject: I 170 Millway, Barnstable; 214 School St., Cotuit Hi Bernie, I believe 172 Millway, Barnstable, meets the requirements of a buildable lot. However, I would suggest you contact the Barnstable Fire Department, (Deputy Chief Peter Burke)to confirm that a 12' ROW is sufficiently wide for FD access. I believe 214 School Street, Cotuit, needs ZBA relief before a building permit could be issued for that address. If you have any questions,or need something more formal than this e-mail, please do not hesitate to contact this office. Thanks, Paul 1 KILROY& WARREN,P.C. ATTORNEYS AT LAW THE ISAAC P. FAIRFIELD HOUSE 67 SCHOOL STREET BERNARD T. KILROY P.O. BOX 960 HYANNIS, MASSACHUSETTS 02601-0960 TELEPHONE (508) 771-6900 TELEFAX (508) 775-7526 E-MAIL: bkilroy@comcast.net February 3, 2017 Town of Barnstable 200 Main Street Hyannis, MA 02601 Attention: Mr.Paul Roma, Building Commissioner Re: Property at 172 Mill Way, Barnstable Dear Mr. Roma: The property is currently shown as LOTS 1 and 2 on an ANR plan endorsed by the Planning Board on May 20, 2013 and recorded with the Barnstable County Registry of Deeds in Plan Book 650, Page 24. Enclosed are a copy of the plan along with the staff report and Board decision to endorse the plan. The question I have is it your opinion that LOTS 1 and 2 have proper frontage on the 12 foot wide way which provides access to Mill Way. The 12 foot wide way was laid out on a plan prepared for the Maraspins in 1934 and recorded in Plan Book ,50, Page 117 to enable the Maraspins to divide up their property. The 12 foot wide way is paved, provides physical access to LOTS 1 and 2 as well as to LOT 2 on the plan filed in Plan Book 256, Page 37 and contains sewer and water lines. LOTS 1 and 2 appear to meet all of the dimensional requirements for residential building lots. The current owner of both lots intends to convey LOTS 1 and 2 to separate parties and the prospective purchaser of LOT 2 intends to construct a single family residence thereon. The purpose of this memo is to seek your determination that LOTS 1 and 2 each have the required frontage under the Barnstable Zoning Bylaw as I find no definition of frontage in the Bylaw. Respectfully submitted Bernard T. Kilroy r r'' --- ,off / ,abs, • sBEA_ 13 «Fl Y p Town of Barnstable Planning Board Notice of Approval Not Required(ANR)Plan Endorsement For Gutowski Owner/Applicant: Andrew Gutowski Property Address: 172 Millway, Barnstable MA Assessor's Map/Parcel: 300/034 Zoning: RF-1 At the regular scheduled Planning Board meeting of May 13,2013,the Board unanimously voted to endorse. the land division plan titled"Plan of Land in Barnstable Massachusetts prepared for Andrew Gutowski", dated April 30,2013,as drawn by Demarest Land Surveying as an Approval Not Required Plan. The subject plan proposed to re-divide the 3.35-acre lot addressed 172 Millway, Barnstable MA. The plan proposes to create two new lots. Lot 1 is drawn as a 2.18-acre lot containing the existing dwelling and garage. Lot 2 is drawn as a 1.17-acre lot that is vacant. Both lots meet the minimum lot area,minimum lot frontage and shape factor requirements to be buildable as-of-right under zoning. • The proposed new lots are to be accessed from Millway via an existing unnamed 12-foot wide right-of-way. That way was created by a 1934 plan recorded at the Registry of Deeds in Plan Book 5o page 117 and predates the adoption of Subdivision Control. The subject land area is shown as Parcels C&D on that 1934 plan. The application and plan were submitted and processed in accordance with MGL Chapter 41,Section 81-P, Approval Under the Subdivision Control Law Not Required. A copy of the plan including a dwg file can be found in the Town Wide Drive—T,under GMD—Planning Board-Approved ANR&Subdivision Plan—"300-034-000—ANR Gutowski—172 Millway,Barn". Respectfully submitted on behalf of the Board • Arthur P. aczyk,Regulatory Review/Design Planner Da d Copy: Demarest Land Surveying Jeff Rudziak,Director Assessing Department Frank Schlegel,DPW James Benoit,Information Systems GIS ANR File—300-034-000—ANR Gutowski—172 Millway,Barn. Town of Barnstable Growth Management Department Jo Anne Miller Buntich,Director Staff Report Gutowski Approval Not Required(ANR)Plan Date: May o3,zo13 To: Planning Board From: tifov Art Traczyk,Regulatory Review/Design Planner Owner/Applicant: Andrew Gutowski Property Address: 172 Millway, Barnstable MA Assessor's Map/Parcel: 300/034 Zoning: RF-1 The Plan entitled "Plan of Land in Barnstable Massachusetts prepared for Andrew Gutowski", dated April 30, 2013, intends to re-divide the 3.35-acre lot addressed 172 Millway, Barnstable MA. The plan proposes to create two new lots. Lot 1 is drawn as a 2.18-acre lot containing the existing dwelling and garage. Lot 2 is drawn as a 1.17-acre lot that is vacant. Both lots meet the minimum lot area, minimum lot frontage and shape factor requirements to be buildable as-of-right under zoning. The 2 proposed new lots are to be accessed from Millway via an existing unnamed 12-foot wide right- of-way. That way was created by a 1934 plan recorded at the Registry.of Deeds in Plan Book 50 page 117. That plan predates the adoption of Subdivision Control. The subject land area before the Board today is shown as Parcels C & Don that 1934 plan. The plan now before the Board qualifies as an ANR Plan and it should be endorsed by the Board as: • it does not constitute a subdivision as the lots being created have frontage on an existing private way, created by plan recorded prior to Subdivision Control, and • all materials and conditions of Chapter 801, Article IV Approval Not Required Plans, have been submitted and are in full compliance. If the Board agrees, a motion should be formulated to: endorse the land division plan titled ""Plan of Land in Barnstable Massachusetts prepared for Andrew Gutowski", dated April 30, 2013, as drawn by Demarest Land Surveying as an Approval Not Required Plan. Copy: Applicant • • • • Mmnno.t 1PANA • • I// f I' • • • LOCATION MAP ron nco15roy USE ONLY • BMIISTABLE ASSESSORS NAP 300 PCl 34 •nl SITE IS LOCATED N10194 THE AOUWEn PROTECTION DISTRICT IRE On/RCM 5M11STABLE 20111q DISTRICT:nr-I LOT MCA 43,550 Sr.. LOT WIDTH:Its • LOT PROTMAOB 20' •SETBACKS:F:Oce S:15'R:15' EN/NM Or RECORD: ' • NIUREW CUTOWSKI PO BOO 510 MNISTABLE.MA 021130 • REFEREIICES: _ ' DEED BOOK 10211 PACE 4 DEED BOOK 25513 PACE 155 • PUN BOOK 50 PACE 117 PUNT BOOK 492 PACE 31 \ .\ ' M ASSACIIUSETTS � 4: ANOUR011 SoCB:TY SIC, : _ JJ, DB 1325 PO 110 . y CO. S STJaJ .7 Rr/r,e`•a3•C C ( MARASPIN CREEK Ce on.A',,b`E fly Opi7v• J ` S' 1'3O• • C ( _ S g e} RipN7$'0R7oE `� A -11 R oA�4 lr�vi��/// 3 N\ VI IRO • .li A, y' LOT 1 P°ae•DF 6 IKnA1 m1 1P rrAt t4'+ />4 r= 95,071} Si • 6 � 1 4,44, $ ` SHME-IB.BI 7.w i g d lr a P 7s 6 -'•I et n vm . �Y n 1/;CI- S • gg 6(1V 1 ( i' t I,„ /11 ,�?rro• lir 'rAJ71ro705 v\D. -a5O' I II B , • :T Ja7M1_ ,4 CWRGTS AHE e L p n • N i ' '•09-"ir , '0,I I. HR. :..` +�InipT+nrArr— ,`1', _sTa •,.`eON7J1 D.OUT r,TRUSTEE -41,. 1p •; (3 TWO OInisruv IO9 PPM MUST .4'. J4E• /, S• CEMIRMIE f 195534 b et ((7. > it B � • • • $e+J77J, E • § LOT 2 • - 61 51,089+ S.F r'1 o In •.� > (1.17* AC,) F\ ale SHNAPE-16.30 ' Q •i'1 • 0nm j O . DWWRI M.&SCOTT C. `;I 01; ! CO5OEIRO DB 20450 PC 103 • rye$f5J7 0 $7a.tD • TY CronnE U.h.EEISA0ER1 K. LIUIIU.I ACII DO 15591 PC 17 \nro. • • • • BARNSTABLE PLANNINO BOARD - PLAN OF LAND IN sI,D110 BCMDMr00ATI UunEn BARNSTABLE, MASSACHUsETTSuBo.s CON ol 4/II0711E0111RE0 DATE: 5Io a • • PREPARED FOR: ANDREW GUTOWSKI ' SCALE 1" = 40' APRIL 30, 2013 • I CRAPIIIC SCALE III FEET • 1 NCREBf CE,TTIrY Tim?ROS I•WI WAS PRCPMED 40' 20' 0 40' 50' ' III ACCORDANCE In0H THE ROLES N10 RCCULAII011S iA o." or n¢ncanlm of DUOS. % DEMAREST LAND SURVEYING• NP f[rtNmullli A re TOUFIW¢f RIN INC it A10W OS TITT PND 00 I EfMOTSpB00 SO INN m.Pt 5/..A //, . T ( Amon 338 MAYFAIR ROAD OR nlrrMe r 1x[MOTS NrDMfVRM, • OAIE 14nH OEIAAREs NO P.Ls. SOUTH DENNIS. MA 02660 IU•NANR.P .. ---r 508-364-9049 S �1� cif4. 1 `� _ t, . ��/ e.. k 3�0 `� 9 • G0� ,`• ss P b\% h Tlj o IFI r �(i \ '' " -9 �0� �0• b•/ \f• .�� 0, G° �40 61' : .\.�;..,2 '' Q Qa. Dj 9 ` wQ o ..,„ .5., „.., - . 1.','‘ .5"- • J W °' a' 2 •A t�A — o Vi 3`5,:/bZ.90 _..34f761,23 ,�'V fp o� Q,� ///1;°1 8/.33Q � / `p l us •�' 3.•• --• / y 6 N. / ' ' of �.� qJ oS0'.\� \ Ce Q \`\- u S' eQAO� Lot 2 does not meet with the ,Qec B present zoning standards. Building allowed under Appeal No. 1972-5, _ S0pi Town of Barnstable Board of Appeals. >•,:faCFa .z`l _ii ,›� rL r.GfaillY OF DEED i9 Aft WISV2- • APPROVAL, NOT REQUIRED UNDER _. %,j7. '• THE SUBDIVISION CONTROL LAW, i TOWN OF BARNSTABLE ' • PLANNING BOARD • • DA APR 3 1972 ,, �-✓I` Su6DIVISION' A� 4/G� PLAN OP LAND IN )0'ofw e, % ,- 4ARNSTABLE,MASS. - 4. i`. oF'N RICHAFiO ��'or• \'` 8e•.IANGING To i•- HEAR ' SALLY D. MARCHAND. Er.AL„ i / / i- �eenn� •. w .: - s, ?� SCALE.,1 IN:61�Fr NOV. 2, I97f. . '-.^—�_` 4'S'4 SURVF•; ; p,1 Pey.A.,.. NELSON§1EAR9L-RI CHARC LAW -Su RVCY00.S 1 .. • e 4\ ma V bb l / s`b J. ti, • o • f i / _\, - -0A� \\, `.� _ ,i, PARCEL . //r ? `P off' �Q. -e r. l Jr PAuteL A ," �Q�.' - • • / a �`_;; 1�in.s+snfe s I c'. // �f`� 4� a �„ fir yi f .'R - ' s. Qo6E2r �' I. ]� 'm4'la a,� :40. �1OII�lII i,s tai .aACOtS EST _� �9.tC ee P,,,, i. � � I Y 7 Q�`=tr c- �j.3p� 7 �-- \\\�� f 1_ r�f �� 37�5 q- I +¢ \ 1: ' V`). •>6>�• ^r tit `=J - i fa 7,Z1'S.'S4 FT. fr•i$ 9 2aC ►v1AU¢ICE . in? tro -.�50� C. �' u eN. • qo os ( g'� �': F • • HALLETT 2 N.° _ .I . _ N 4 I. ` `•Ltr1 le" '�t m his 3� M 8lr '.B9 r sl" ��Y II • a o o, g dl q, /2 ' y � o acva. a . 0 .. • I. —0�...\ ' R , - GZ..z5O t SqFr 2- .• To��ha��U O' At / • . . FLORA.. HALLETT s� ' •r r,01 .y(((((( c ? MAU2ICE C_HALLETT t di a � I,1 - i. i.N N 2. m. • .. . .. N N A N b SZ;2 N 248 c ` .MAUQIKE: C. HALLETT ' 3J +1k " oa4g • • • PLAN. OF LAND IN ' BAQN5TABLE, MASS. f. 1::. ) (! .. LONGf , 'TO • FRAN.CI5 L.. SARAH E. MA 12.AS P I N • I • \` SCALE I INCH. =SOFT AUG..II,,I93d.' { .. .,:,. •' -.• :: NI .8r,.R+R C-C...COiTtRY1LLqM 7- . Ne.t;ne.•Y3c-? 5oY' 1% 85-k 049361 il'-'1'' eighty (80) feet more or less to a point; hence running Southerly by other land ' now or formerly of the grantor one hundred fifteen (115) feet to the County Road; thence running Westerly by the County Road one hundred eighty-four (184) feet to land now or formerly of Luella M. Phinney and the point of beginning. Being Lots 111/1 1, 2 and 5 as shown on plan entitled "Plan of land in Hyannisport, Mass, as surveyed for Norman C. Nagle, Mar. 1926", recorded with Barnstable County Registry of Deeds in Plan Book 17, Page 49. Witness my hand and seal this 16th day.of March 1935. Revenue Stamp Elijah H. Phinney 50 cis Cancelled The Commonwealth of Massachusetts Barnstable, es. March 16, 1935. Then personally appeared the above-named Elijah H. Phinney and acknowledged the foregoing instrument to be his free act and deed, before me Gerard C. Besse Notary Public • My commission expires November 2, 1939 Barnstable,ss., Received March 23, 1935, and is recorded. We, Francis L. Maraspin of Arlington and Sarah E. Maraspin of Medford, in Middlesex /1 County, Massachusetts, the latter being unmarried, for consideration paid, grant to iLDavis Goodwin'Maraspin of Barnstable, Barnstable County, Massachusetts, with quit claim covenants, the two following parcels of fand, both shown on a plan entitled b "Plan of Land in Barnstable, Mass. belonging to Francis L. and Sarah E. Maraspin, dated August 11, 1934, Nelson Bearse, C.E., Centerville, Mass." to be recorded herewith. First, a parcel of land with the buildings thereon situate in the village ti of Barnstable in said town of Barnstable shown as Parcel B on said plan, and .4 14 bounded and described as follows: Beginning at the southwesterly corner of the Ot. granted premises at land of E. Flora Hallett, at a stake on the County Way, other- . wise known as Mill Way, distant two and 51/100 (2.51) feet northwesterly from a stone bound shown on said plan, and thence running in a general northerly and northeasterly direction, by several courses by said Mill Way three hundred eighty ii,tour and 15/100 (384.15) feet more or less to other land of the grantors shown as , Parcel E on said plan, at the northerly side line of a passageway twelve feet wide shown on said plan, Thence turning and running by said land of the grantors, in a general southeasterly direction, along the northerly side line of said passageway, by two courses, totalling one hundred seventy six and 31/100 (176.31) feet to a corner at other land of. the grantors, shown as Parcel C on said plan, Thence turning and running S. 27° 36' 00" W. by said other land of the grantors three hundred twenty seven and 52/100 (327.52) feet to a stone bound at land of E. Flora Hallett, Thence turning and running N. 63° 24' 00" W. by said land of E. Flora Hallett, along the southerly side line of a passageway twelve feet wide, shown on said plan, one hundred sixty five and 9/100 (165.09) feet to the stake at point of beginning. Containing according to said plan sixty seven thousand two hundred and seventy five square feet of land more or less, or however otherwise �.,. the said premises may be bounded measured or described. Reserving to the grantors, their heirs and assigns and to the owners for the time being of Parcel D on said plan, their heirs and assigns, the right of egress and ingress for vehicles and pedestrians over the said two twelve foot passageways shown on said plan, extending 543 across Parcels C and B to said Mill Way. Second. A parcel of vacant land situate in the village of Barnstable on the westerly side of said County Way, otherwise known as Mill Way, shown as Parcel A on said plan, and bounded and described as 11111 follows: Beginning at a cement bound at the southeasterly corner of the granted premises on said Mill Way, and thence running by said Mill Way In a general northerly and northeasterly.direction three hundred seventy three and 35/100 -(373.35) feet to a cement bound, Thence continuing in the same general direction to the creek as shown on said plan, Thence by the creek as shown on said plan, in a general southerly and southwesterly direction'to marsh of Maurice C. Hallett, shown on said plan. Thence turning and running 8. 83° 39v 0° E. by said marsh of Hallett fifty four (54) feet more or less to the point of beginning. Containing according to said plan, eighteen thousand and seventy five (18075) square feet of land more or less, or however otherwise the premises may be bounded measured or described. For title to the said two parcels of land, see deed from Freeman Crowell to Paul Maraapin, the father of the grantors, dated March 6, 1852, recorded with Barn- stable Deeds, Book 52, page 74, being portions of the first parcel 'described in said Deed, and probate of said Paul Maraspin, who died testate March 10, 1888, Barnstable Probate Files No. 9658. See also deed from E. Flora Hallett to Francis L. Maraspin et al dated November 10, 1919, recorded with said Deeds, Book 388, page 570. See also agreement of Maurice C. Hallett and E. Flora Hallett with said .. j Francis L. Maraspin et al dated August 20, 1906, recorded with said Deeds, Book 274, 519. The page grantors convey the above two parcels of land in the following proportions, namely, the said Francis L. Maraspin three undivided fourths and the said Sarah E. Maraspin one undivided fourth, and each grantor covenants in respect to his or her own share and not in respect to the share of the other. And I, Maud I. Maraspin, wife of said Francis L. Maraspin release to said grantee all rights of dower and homestead and other interests therein. WITNESS our hands and seals this 20th day of March 1935. No revenue stamps are:hereto Francis L. Maraspin ((LS)) affixed, none being required. Sarah E. Maraspin LS Maud I. Maraspin, ((LS)) COMMONWEALTH OF MASSACHUSETTS Suffolk,ss. Boston, Mar. 21, 1935;93,Then personally appeared the above named Francis L. Maraspin and acknowledged the foregoing instrument to be his free act and deed, before me, Notarial Seal Curtis Chipman Notary Public (L8) My commission expires Sept. 12, 1941 My commission expires • Barnstable,ss., Received March 23, 1935, and is recorded. We, Charles E. Burgess and Lovell S. Burgess, both of Brockton, Plymouth County, being married Massachusetts,dfor consideration paid, grant to Susie M. Gorham, of that part of C �� e Harwich known as Harwiohport, Barnstable County, Massachusetts, with warranty covenants A certain parcel of land, situated in said Harwichport, on the westerly side of the homestead lot of said Gorham, bounded and described as follows, viz:- . Beginning at an iron pipe marked the northeast corner of the within described 4 486 U114 — — Charles E. Simmons and Rena W. Simmons and acknowledged the foregoing instrument to be their Die Act and deed. Before me,. • • John P Sylvia Jr. Notary Public. 11111 My commission expires March 29,1940 Barnstable,ss. Received March 22,-1935, and is recorded. We, Francis L. Maraspin of Arlington and Sarah E. Maraspin of Medford, both in Middlesex County, Massachusetts, the latter being unmarried, for • consideration paid, grant to Lois Maraspin Perry, wife of Howard S. • Perry of said Medford, with quitclaim covenants, a parcel of vacant land tin the village of Barnstable in the town and county of Barnstable, • aMassachusetts, shown as Parcel D on a plan entitled "Plan of Land in • te 41 Barnstable, Mass. belonging to Francis L. and Sarah E. Maraspin, dated 12 August 11, 1934, Nelson Bearse C.E., Centerville, Mass." to be recorded gherewith, and bounded and .described as follows:- Beginning at a stone q- (bound at the south easterly corner of the granted premises, at land of 1 Maurice C. Hallett, thence running N 62° 22' 40" W by said land of Hnllett one hundred and four and 49/100 (104.49) feet to a stake at other land of the grantors, shown as Parcel C on said plan: ,Thence turning and 4 running by said•other land of the grantors N 27° 36' 0" F five hundred '-'twenty..seven and 88/100 (507.88) feet to an iron pipe set in the ground: Thence turning and running S 79° 11' 30" E thirty seven and 15/100 , (37.15) feet to a point shown on said plan: Thence turning and running "" S 12° 40' 30" W sixteen and 50/100 (16.50) feet to a point, Thence turning and running S 62° 28' 30" E ninety eight and 75/100 (98.75) feet to a point in the old range, so called, shown on.said plan, the last two courses being by land now or formerly of Maurice C. Hallett: Thence 'turning and running S 32° 30' 30" W by land of said Maurice C. Hallett • three hundred twenty nine and 84/100 (329.84) feet to a stake at the southerly end of a stone wall shown on said plan: Thence running S 29° • 28' ,15" W by said land of Maurice C. Hallett one hundred .ninety four and 49/100 (194.49) feet to the stone bound at the point of beginning: Containing according tc said plan sixty two thousand two hundred and fifty (62250) square feet of land more or less or however otherwise bounded measured or described. Together with the right of egress and ingress for vehicles and pedestrians over the two twelve foot passageways shown on the said plan, extending from the granted premises across Parcels C and B to the County Way, otherwise known as Mill Way, reserving to the grantors, their heirs and assigns, the right to use the same in common with the owners for the time being of Parcel D, their heirs and assigns. For title y{;• . see deed from •Freeman Crowell to Paul Maraspin, the father of the grantors, . dated March 6, 1052, recorded with Barnstable Deeds Book 52 Page 74, being portions of the first and third parcels in said Deed, and the probate of said Paul Maraspin, who died testate March 10, 1888, Barnstable 487 probate Files, No. 9658. See also agreement of Maurice C. Hallett and E. Flora Hallett with Francis L. Maraspin et el dated August 20, 1906, recorded with said Deeds Book 274 page 519. The grantors convey the above ;;"• percel of land in the following proportions, namely, the said Francis L. Maraspin throe undivided fourths and the said Sarah E. Maraspin one un- divided fourth, and each grantor covenants in respect to his or her own sh:lrn and not In respect to the share of the other. And I, Maud I. Maraspin, wife of said Francis L. Maraspin, release to said grantee all rights of dower and homestead and other interests therein. Witness our hands and seals this 20th day of March 1935. No revenue stamps are hereto affixed, none being required. Francis L Maraspin LS) Sarah E. Maraspin LSS Maud I. Maraspin. LS COMMONWEALTH OF MASSACHUSETTS Suffolk SO Boston Mar 21 1935 193 Then personally appeared the above named Francis L. Maraspin and acknowledged the foregoing instrument to be his free act and deed, before me Curtis Chipman Notarial Seal (LS) Notary Public My commission expires My Commission Expires Sept.12,1941 Bornstoble,ss. Received March 23, 1935, and is recorded. We, Euphenis S. Wixon and Amos F. Wixon, husband and wife, both of Harwich, E Barnstable Count Massachusetts, for consideration paid ,p , grant to F,LNATHAN E. ELDRIDGE of Orleans, in said county with warranty covenants the land in that part of said Harwich called Harwich Center and being cleared land and bounded and described as followt, to-wit: Beginning at the southeast corner of the granted premises at a stake and. Stones at other land belonging to said grantors; thence westerly in a straight line by land belonging now or formerly to Fred Chase to a stake and stones a distance of three hundred and sixty-two (362) feet; thence northerly in a straight line by land belonging now or formerly to said grantee a distance of one hundred and fifty (150) feet to a stake and stones at shore of a • bog; thence easterly in a circular course around the edge, or shore, of said bog to a stake and stones at edge of bog and land belonging now or formerly to 0z1as H. Bassett; thence southerly in a straight line by land now or formerly belonging to said Bassett one hundred And eighty-nine (189) feet to the point, or place, of beginning, the same containing about one acre. Witness our hands and seals this Twenty-first day of March 1935. Euphenia S rixon Amos F Wixon The Commonwealth of Massachusetts e. Barnstable as. March 21st 1935. Then personally appeared the above named Amos F. Wixon and Euphenia S. Wixon and acknowledged the foregoing instrument to be their free act and deed, before me Clenric H. Cahoon J ,_______ -• 13-5.5" fl • • 41. • . • 1.1 ren • . . • . • ‘e,‘‘ I CO% —. 410 2d •c .cker see' raso. - • 2 - • I Chart! • cice C Hellen a°/ci,) eta, E. Fiero Holf ett • 04 . . • • . . • . . • • I,... �. • — • • SHEET L AI—• s cz • • • • `tit (Ai ,Not n e \\\°r -°1 • • ,1 Fla `` • 44:1r °fir^ erol s Allred Crocker 1 ^Wed cr°aker ;: 1rE°ar.E _; ' la 1 9 s3 M E31 Esc rECISTES xx-t c:a /s'! l �f a r�..e�"/1G •sGG ".`a` �s_��az 1 - - b• 5•1..3 f I 1 ' t o M 300-25 �'4-3c 7 ��c_ I J - L0 `�� I ?G¢c u ure \ aic : _. ' Imo' TO�e / S ';.ee? 'atl • lea' n: I 2a2•,3 1>_ �n5frucTMm f://°2�// Ste.;e•97=• .•'•° a J _ .v/..300-317 Gnarls75-2-asr/ania/a'/s o':.zee Il 7n7•Mc•3 i �, Manse/c'33 • •; ,' I .N•.?00-38 I nee-ea-ors, v_�_ 5 C I Sin./4.19.7 tiJ I c.lcac:r� 3:a.:q I ..cA-'S 4,d'[.C?� ��+ Pol _ \ S.G. J'Co./e-�- Con rroc .e �nnecfioaa h irlanino/e-• To ae _ `` • J / provided nsp d �-• �al'13�4 I• ` _-� _-_ __/ �'y�nj/., !L � 1 • -l'ic••in4e';•ze?• i `tc "�= , ��n.Sg a y/�y 5.2 I ` p/X_ �� =/�.r 'cir i t�( a '' 'er" • ig '�•...�-A \-2 U:C1 �i,tI AC 1 d.A.e.7cwV , 5 Id /i. • ro i �PPOIe 'r a•%'7t .�� '•5� t•��t)I dJ`1.czW.5 I i N 7 V„:i i1Cr - '..� ter. - /5 . n —+� i ,SStt�r7` M n.777777��___"'''' +, id. ( ' _ --c _ / �-'r • `/ern'9-4 S n,.� rr- I �t o a "1_Y - ^_ s�� S�_orsa i „I•\ �1-72' 6'.� ri < a.. 0 f 9 / % C I i6' 9 9 9 5 fr^sc'' -- • - ,1 -�w>,w j/I�,'J� 1 �'�1 s.I• • cT e3 !% • 1 3 'l 1/'7 if`.c, % yQ .ne.97.1 \ iF 1 .: > `11 ' ° g,. • a J ' inan0 H 5•'c/5•36 / ,., r .a._._ . - I y �lti /� J1 "l �� \'D— _ TCw\=:'•GTT_Tl I. ,,,,,,if � I 7. l7__ ">' . =1f1 —JK "� -\/ ri`Ji•7e%ase;_3 :'. ep G i ti =? • �� 3 dA 2 I V d 0 7 5 a s 0.si Mon Orovi ' ✓ I Manila/t 26 c1I I ;;/_:///7 � / / s<oa. /S-2 r- 3. .. it ;c Sm.n•as ]r_. =P:2t:n 7.1.aR0//6 .O •1� p=2.' 3T 0r224P 5piic.'/9..u0I?- l �I 5 1. ?-21-. ` `6':m..5tnrv� gin,./0.73 h�L / ' M'300-7a I =:ir.'n7.2I I 51a 20.03 ..I S'Dc_o � 5eG'6ht-a/0 • _'�.'; I 42' eeo alL6 iani<.'?5-3 ; Q4j I M 200-2- - . - n�c \ ///�� • o,`^s/ �s ki ze a xs 30 ,5 GG �=1-- ' . 30 30- 1 O �I v r, ; i ill Q' 1'l a A.-\ v, 1, 'lie~ .. a of :;tF yw o h / o Cif o, - o ��o ! . i r . . .. ai` • ..{ Na1rc r �'°i i El Nouse • .. '{ Nouse •oO, Flaufe •(— I ii//=20.5/. \- I-.� 1 I .� ..:. ' _g �' Si/l•/9.9 --_OI ._ Sell'/9.9 .._:._ __...-1 .. .� _-._"._'-_._..-........__ ---...._-_ �.' • e� 11 I ' `�c.ri4Ti n9 Ground ' •�F� House '� I 11, • I { ' i Si/=/3.84 .• h •> 11t /Joule I-- _.I p I l '_�.� - •i • Si//'11.B1 I� W '^ 0 • 111 y 1 • m ne(_L/�D31 0' �^ A G. Sewer-GGa55 ZaoO a 6 Se510p8 _ I E 1- F_� Bea e�-I dd A c. Sewer-C/-ss 3300 I • Slope=.904 c c c/ope=.004 I. ,� 0 `" • q n h I IB'A•C.Sewer a ti • c/ass/50 1 i g ,,� 641ii Y�SE 1.; /BA.0 Sewer 1 1 0o GR'AVITY SEWER; 1 Class 6000 4lope=.0a12 4,' MILL WAY RO AD'... . iti �.. SroOe'.00/2 /8' d. G. Sewer -Vass 6000 A L A N 8 Pt20F1 LE OF SEVER 1 =/0 231.9' -1'`y- 104.6' ,.- 252.3 9.00 ' /89./' 2000 �� /O TOWN B �ST��;11(Ts� if . ib.//.93.6 2168//3+00 14A0 y1" 16,04.6 17.00 - /B.00 18.57.4 FOR GENERAL NOTES B•LEGEI.IO,SEESHT. - N •�� • I a`•° VIIHITMAN&HOWARD INC. 1 '0' • P R O F I L E e • Neu EEP3:aw ARCHITECTS „E u _ q 1 olrow s°. ,eosian w st 4{° v• _ I_s > " HOR:In'40. - • - I..iGI®75• :I I C ` 4 \,\ ;GALE: yERT. Lq1 - I • p _ +...+ eW.J.•N; AS NO`ERIt1/441 4,�kl FI 1 i . Sea/54•o01M111WayRd ! :1 _C. . io . STd.OMOO Pavezryl.n. .... 1 I_I_)_—.PEvrsn"`___- 1,.. -_--_�_.. aRE n ,2-nT5 -c .,... s...—., til I; ,• 'i 1, An/D.2Ew / S F 6 G'uraW '.� ,ice f98 .S .i -,t£.irFi n • :Lads•NAB ':SG;9LE/;`Ycoo' I:.{9^t + L..¢iia ,Y . r-\• • • • /SSFSSa.¢S:iJYJ "3 n. .. •• l HHA�r'ib /14. .-- /�RQGEZ .314 i� _ 3t�I • •RTi.v-$ 69re�n e.v hori•n, SFA 1•FI;eZ 1') "*1:•t` - -I '''.' .'r: .SZ V ./z.=4 NCVa bSFj'p • : v lv NO.j -. .. .. .. 4V4 y a la IU( \J 3t7 Sz �,ciF �,,, i—�j 92`� t 1`f,fi li !4\,i 'nary .: I SI •to Sid 1 PiaecF� c i • rki&1 3 s4 - .f '�j • ,1 f �i 1 yr 1• Zt7ri.t J L y - //� 1 11 At - •.. - 11��R+il�$ i 4 �,.3. / _ / as 1°I • 3 r • / �� AAA • I,y,41A�t I� • " 3' ... /l .. .e a f' Sfl i CGb'raGn • A • I1` .� 11 �t i. r! rki� ' • '` II 4 - cry r•N. -} `n1 .. may ;�¢'s?e • ftt �I[r f it ,. \ , ��t '1 -� n 1 1 S I��Jsy�Ji • •ii. • O 1'f;L't} etr��_—__� � 1t. µ� b \ .. y Iri•' �r^' ` p, I -yam -_• .. ,..- my K• - T • I • �� 'ci1L-5.a i` e,}�i••.'��:'^S�- •P"�17rr, • �1 \ 'l • 1_� F'�L Y!'t•iF.-:�1� 2 '-�. �1 tx{I%rrfl nt�X, • It • b, --�a I n ky / 1 ...� rr../ t Ze• • /�y2^.EL- D � �� . •c,- • �� p�.ca.-+- GZ ZSo SQ. ; f r '� � ,,. 1 �•'_ n.n.wnas I 3Zt at" • • /P4d9 f Parcel Detail Page 1 of 2 'f"3 :nr Ariz r F€y pit a, . .. e!` �lf Gv"'!i/ , Logged In As: Parcel Detail Friday,September 28 2018 Parcel Lookup w Parcel Info — Parcel tD 300 034-001 I Developer Lot SLOT 2 Location 170�MILLWAY Pri Frontage Sec Road ter) Sec Frontage V.w, Village[Barnstable 1 Fire District 1BARNSTABLEm � ) Town sewer exists at this address;No Road Index 1028 Interactive Map 1/kP"e I Owner Info Owner,CORDEIRO,SCOTT C 81 owner co' � Streets IP O BOX 580 city BARNSTABLE ' State!MA (zip 02630 Country • Land Info Acres 1 17 tt use Vac Land MDL-00 1 zoning IRF_1 ' I Nghbd 0109 f F I a Topography Above Street ( Road Paved utilities!Public Water,Gas,Septic) Location;Excel View • Construction Info • Permit History Issue Date Purpose Permit# Amount Insp Date Comments Construct a new 4 bedroom, 3 1/2 New 3/1/2018 bath residence, 3228 sqft with a 2 car 7/24/2017 Cons1- 17-2023 $525,000 12:00:00 garage first floor 916 sqft, second 2fam res AM floor playroom NOTE: address is 172A Millway (RMCK) • Visit History Date Who Purpose 8/3/2018 12:00:00 AM Susan Ricci CALL BACK 5/6/2014 12:00:00 AM Anne Leonelli In Office Review Sales History Line Sale Date Owner Book/Page Sale Price 1 8/1/2017 CORDEIRO, SCOTT C & DIAHANN 30670/87 $450,000 2 5/15/1996 GUTOWSKI, ANDREW 10214/4 $132,500 http://issgl2/intranet/propdataiParcelDetail.aspx?ID=107411 9/28/2018 Parcel Detail Page 2 of 2 Assessment History Save Year Building XF Value OB Value Land Value Total Parcel # Value Value 1 2018 $0 $0 $0 $314,800 $314,800 2 2017 $0 $0 $0 $314,800 $314,800 3 2016 $0 $0 $0 $316,300 $316,300 4 2015 $0 $0 $0 $303,100 $303,100 Photos ,, ,,,, ,,i,_ ...z.4.;,..,,7..„,„..f,,,*„.-1,,,,,,Att,c4.„..airi,-, i,a\','-di 04.44 ,-11,--1%;t4 ,,,,.."27,-"N174, -'"4's. 14, 4.,,f' 4 . T „ .. � ',tlif x r ry"„gt,ri -fsE�- �; .: k , 1N1a.r e..km, . �`sa`.. .... , ... 3 .7% -°,, i%G % «. � �. �:,��w.�. s .' � m '� w � + ��i � x 't T . _ 2�0. 1�A � PUUF pig 0 4 http://issgl2/intranet/propdataiParcelDetail.aspx?ID=107411 9/28/2018 p`-= u7. . s.-. -r . _ - 1 -,-k t),•,4 € z,4 s ' ;T — — — — — $— e :p 1+17t.tF3 5 #f. BUILDIN i r— r-__- --II C, I T L 2 2011 1 -- 8LE bib u. at A 2.0 1 Z' TOOT I i.I,G- I . , I I v ii-r4 2 5.-__.I2.afsiz5 GoNe iI I Tor, cr'-roP- ,_3-4 5 kg 3 4'xt1x 1°" p • is I 1— - � ' _ -- - - I *"T_11 ice_ PC4e:r __SLA.g_ -_ I i '- I I 5/s,,ply rou.s-1io( .� I 1 ` I 1 • 1 , _Nd u5 , y _ _ _ - I i .., -'-. .." ,-w 2. r -s-: ,',(1/_:11 1. I .' 4:-.. f 6'(% —\- .- sr> ---- s' -8'o 1. 5,_ �„ 2,_6h 8, 411 co c,, 33- c.4 Rgii\relte 15 - '1 '1 - a 0 3 ...4.1.,..4.4\., ...... „ . 1 Fl 12 .. i 1 \ . p,. , 1 ,fri)„,\ 44,§5_ffl__,z2t: ,„ 7.°\ ,...,..,, ., .,:— . err' P1 �nr —gi in ' 1 ,§ _ _ .....i' fib > liii:•^ :iJfVAr: `F S3•?: 777 `r _ q i1YY . ,.®,1TYR a Il?Y -Jr g �s �1 � ■fV■ ■W■ - �Vl■ -.-. p Wn t 19..�RI '' : 1'I r. �71�N ri" [I 9[1 y.M I.•'-- :� II 1, 1,• •• l 11 ':...^.ZrC O 0riiiiiiiiiiR FR.En,wan BEI an n:an::NE ion rimetsq, .IYI' Rill Rill 0o 1 1 1 g c_ z - 5 0 FRONT ELEVATION ri 171 . it;TEI ER 4'd M. . ER gl(:17(il: :Et;j VA: n In AVI31,V M7 NYNMINV11M7.V7N1N1N7,V7. y 0 ' Y r i W E ' .—7 ,,t,lull it 11 OtitEl III.wg 1 0:0.4t III in m II t,:ig tog :I:tq' Z 1111 cli :�rr,BR:,RrrJrRrava'errrti �,,rt l.' III III III III I -' - . Q 1111111111111111011111111 ' - - -------------- ---- - ��,64.�'rL4hl4k�3A47�i � �H -------------------------- I N i 1 Q~Ez a sa cn_ cc) 1 1 I 1 1 3SOUT-I ELEVATION ❑ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE Y ,_ -,t4805.!::iitiiiiiiiiL,..ii;.,„. .... ,A :::::1;;::::::!;;;;;711.:4:111�lllIIII '10 o nn x nrr. nnrr.'rrrr...�..�.n'r.�.n.r:rn'rt:rr/rrrnre::::- -, :. _ e1YeJYnYA' ava.1_ ■� ii ...t.,.: - ig „,g, _. min i!1iU �mg � II ma: M1111 Up p.,Tii:iy.:::•:::=:.: .:-.. ..ri.F.:TE,.. III III FEell ::::1-1,[—J.::::: nhl q In II II III .-t5• .•-d6• I ULJ I I w-r f Q I I iI^^II I a p 1 1 Iluulll I 1 I IL _J I r rI r--J5 5 . °WEST ELEVATION xur.or.r.a .:S\�. re ''i'"s5 'a: 'sic":i W lia":14';61:12:52121-1111 III"-::��: ,:. :til n . V Q s EIERA lFEi'grPi:Pgi746mrri:a1f17#:.1Fl2Za2.., :,:.i.2,,1 ■ 11 ■ ■ ® n m 0 - 3 Q l* J — N O -Ez a(nu t2m L EAST ELEVATION — THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE 0 1 "` I • "` � O MI , 5-Y t o Id .WWII L ��nII T� tl 1Jj aF COVERED DECK --1 1 seR'.Aa.E 6 .. r� it MvD ROOM e.r.xu gglI W c.o. I Y—�, b , o I •1 . IIIIIir1111111� n IIIIIIIIIIII111 _ - I I I I I I I I I I I i-i-f-® - �INING ROOM Y_-- g 111111111111111� a VI ell l II1tiyItl11IrI1 .t.. OM CM...P2Ot II 1 t 0 7 — II I ,� 0 a F I I - s 6 t IMP *IVING1 ROOM C 13 MASTES 5ED5QOf15 q KNIT-�EN r•.n `V\ �7 .w•-Y 4 Y-a f b7.1."'" • Isimmzi -�I r AxTR POWER RM t�� a CL = o i .., . 1 / w I—� .--a_ i Ca aIlYA. pp — 4�I I--• ❑ I ® U Q we of.ora,�FfK LANs-••Y a HERS _ • lit e W -----_ n n M .—. •--.a.---.- Q A d IN, n.0' rt'-> I Q • . 73 �H OFIRST FLOOR PLAN , Q O E ,t .,�t U N Q Q In r m ❑ n THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE i g00 Ral Z PIM 0 • Yr �� nor `7 yit 1 • Iiiii HROOM u2 _ 0 /7.=...." 8 I 8d 1 � pE i O i Y ETMROOM�3 J B ��;u C — a �� -,DROOM u2 ♦ -. BEDROOM o4 LMOLI k_ „� W rZ CI CI CI CI CI © O / Z E w•< 1 Q W SECOND FLOOR PLAN O (�< co M..A,..,. Lo�. 413. 3 Q to affirm THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE r- B ... tr? ..... c... ....(:) ((a, 3 N e_W f) kkW1 I i 2 IR ri . 11lmlv.. a liii '"'W�A llrE ■.ammo 11f81agna9�L1Ra o TOWN OF Bt it SNSTA LE ■■.■ifli iii fma ■■ii lli 143 ��ii. �� iim�n��M Mil i� �It j HJH . EIHIHIInm anin • 0 Z WI 0 n.._ .1n ..1m .II_ ,III II O 1 MINIM .110111 1 , .11 ''''' 'FillMOK DETECTORS REVIEWED E.n ■■I ■■■ o_ .o_ K M ■two Nom o T — I� ■rl■I ■:■■ io. I' fr't _ iii I ■■■ �.i� �i i� 'LEE "■■��1.■■ ■,■�■ is I� ' � I ■■■ iii� 1�t �1 'i t rJi I , I :I.�� j /�� [/�/II■..L..... .....__.I... .1■._ L...I .Y....--.-...—..mod _I ■■._br.vroi1.1 ..I■. I' III ( IIII (�I _. �(./ I �[........ ....._.._... L..1. .... ,............... .. 1.1..1..1..... .1. 1 1 1 I - _ L) U........� �............ ..... JIB.... ...............� ■. I'. o ■■.....■..■... ■.. 1t ,1I t I ...._■.__I ...1..__.L._ .I__ " ..1■.I ■..1■._....._■..1. ..I •._■..1......1..1 ... ■ t 7 1t 1 �.on. ...o= I....._.._... I..... I WA ::::TOME: . E : : ..... : 7t'�,tI'�,y --� �,t t' - BAR STABLE BUILDING DEPT. DATE Kil ..._... ....._.._... 1...._.1........1 ............... .. I ..u.._n..._ ' f I I Iill It II( I I tI I tl 1 II I1 It�7 I I�it tJ I ill l iii I tI]ItI 1[ IL1___.11 ..1.._■..Lt. .1■._...I■._.....1 ...1■._...1.1_.1.1. ..I .J . t 1 t .t t_ I t rt - , V iik-c O . t�2o1n llLulLUIJI� JIIMN_IPRIMA I INAUPPJ—p milmu�E muu_g! illllllLUlauppulII I I I' I l' I I t I, I�I� I I ` I It I , I I 1I � �, ,1,r� � f��1�r�,�r�r�,�� , 1,sr�,��i,� l,l��r1��, � �� d, FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING i I 10'-O' Is'-O' I4'-0° IB'-0" 17-0 �. V I I I 1 1 1 1 y L ri .i _L i FRONT ,ELEVATION __.] • - . SCALE: 1/4".I10011 Eli 'rlll'�>>,'t I ... w �ttI It t�� iy\� ,�� ' ;'-.,, 1II It It .I�n. CI t It It ` II Ir I ..... �t 'I Irjit'C f�'l 7 VA 1,11, 1,�'d'i �f�t'�,��'1�i Viliiii Il''i�ll1�1 l, )�I� ,I� I t,l� I tl,I U Q �_ II 1 ,- 11 1 1 It°,9✓11 L pp - W III t I - 1- FWG6068 _ u11 .. + . 0 } III yI FWG606B tI l� tl err r1 d,1 d1t,IN 0 I JJN1 I SOUTH I ELEVATION n SCALE: 1/4. -P.O.• • THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE 5-1 • a II ��fi rnrornrr\ - 1 1..... i lilil�ip ■■r11l 2-15 .wriMIT�" tS11�11(�i11111ISt r•_31IREA1o. _Ienol� O iilol %V' horn 1MIti _' �_ iln_■ul■1 I_rlr ilrlrlrrlr _ � o1oll0s._n� i IKILTA--•--•-r1..1.�..n_el.elei. `leer_IEN s rnrrl IIIIMMINIZI■ irrlrelonAIMIIMIIIIIIIIIIIIIIM nr. lee.o.ee.\. �Io1on - O pal rarmastd, HATI :�:�Ir A�ri��'::�::' �: I.1:Z�I:N:Irin.�`elRl:I 0 i A. Warfr'I dfilI1�I1MYINWAIl :VI M11EIII,IIIIINNAL NW IIII�' I.1_■Irl■1_■Irl■I_III MENr1■1_II•III_■Irl■1_II ,. o� ie_.rlerlolerl._i _I_ Iololol_noloi. `I 0 ��i�,,�/j.i��..y]o.�y�,�o.rrlrrlrnon MINI _r.o.rr.o.rr.o.r► n I z r AI., I I 1 4 1 I I I 12 _ 6r' , r i . i r , . i �5 nitit litradil'-Aifirainiffitins. il [1111 0 IrIrlrlr ,('('1 Irlrrlr Ilrrlrrlrrlrrl RIM I I- V/VI/1 ■I_■Irl■n nr1_■IrIrI_lllrlll_I II_■Ir IrI_rlrlr ■ ^ I I.IIIIrlrlr _- -. Ir1_rIl 0-ini" IrlrrlrrlII1' 1I _Ier•I• �-- UUrr11II'�1 11�1 �1'III.:.:• II �- I11 :•:•I• .:.: I u u lIrIrlrlrlrII Ir1I1_rI■ Ir1_r11IIIIIIIMIIIN IrI_rI_ Ir1_r1_r1_rlerlerl_I IP'rlrlrl� -� Ir1_UIl iijiji _Irr.rr� IIIIrIrrIrrlrnrrlrl - ••III•Ielrre /� ^ /-�■I_■Irl■.1 iIUI•U__rl■I_MIIIIM _I I IUI 1_■■II II_■1,■I '/\1/\`/\/'/\' ///��\Iz:I:.1 ::p::AV I: :' ':1: . T-_ R::,, r Ir r !if/1 1■I_■Irl■11 rlrl■t_Ilrl■I_■IrIII_I a■Ir1II_I II_■Ir 11I 111 (I(�( I (� `J III.rlrlr IIIMIINIIlerlerlerl_I 1.III.rIr FW061066 Irlerli f 4J t t Irlrrlrr11llI I•I_rrl•UI••I••Irrl•I Ir111r•Ir IIIrrI1 I•II:AI Ir ONSI •I•�I•�I•I I•IUI •lip MUMNUJ I i 1 ` InnI • 1 II II II II u•u1 4m I I 1I II II II II i t I I 1 I�Lip 1 I 1 I L—___J I WEST ELEVATION ICI_ IgM1111�t 'A_ ,5 /fir/r1erl.rli. 7A /r1rr1 Irrlrrl. ��rleO►. 0 IIr1I1_■11 II■1_Ilrl� \I■1■1_O�. .mm .I I117fii W l 1 NI IMII1Vi WI111IIIIM1 rt ...■■tit.,M■.■■■■I■■,AI I NISWINIE IIIN.11■H■Blitt..■■.NINIOI1�.I.YY1-Ilk _ — m `r"?REM I----- 11111 i l■w=:;,■,�..\w=:1;,.�I=■, - w I■1_■I.1■I_• MEW' .:rlrrl_rI_r Irlr Ilerlrrlrrl nI`. •1_rl_r1_ /'� I EIMI/' •I•I•I rlrrlrr rlrl UI•U eU I I UI\. .rlrrlrr IF-lI 1.1_.I.I" ...1.1_._LI_.I II_I r1I1__rl■I_IIrII. Irl■1_■1 -RE �_rlerlrrlrrler ICE Ileelolenerl_eL ICliri n/-REF i1o1l1 1 • 1•lrll rLl Illrlrrlolololr. 1-L In in_nrin_I�In_n n_I rin__m1_nrin_n �__ e!l"J�CoI_rlen_n_no Irlr Iourloll_n_rt r oololroulrool rlrl Iuluurlrrlolrrli.�`EI 1 _..Ir �FI1I .. z J{ —1.I I �I �� I, +�,��,� �I w I {' ,ii III I I III II lI 11 II II III II II i Id l IIIIy111I II III I I I I III 1 Z Ir•Ir•IrrlriC11 I II 11 I. - 1_■IrII1_■IrIL 1I1r11 ■ III.■ 1,I,I �, i I II I\~f II_IIr1I1 IIIrI■I_■II elerlerlerl_ 1 Irlr - I 11 1 I■1_rlel Irlerler Irnrnolrr� IrI_ L ■■ r 11 uI pI 1 I rlrrlrr Ielrrlr II Q 1_■Irl■I_■III■I ■I.II 1 InII 1 I IIIl J�II 1 Iilil�I•I UUI•1il•. _ .. rlerl_rlerlrlr/ Irlr , ■ If III I�Ii I I I III I Zinn I•I•I•I:1, .. .. Irrlrrl g rrl Irla I, 44 /� 1_■'rlrl__r1■I inr� III I I Il5 1 � A al 1_■Irllr - II II I711 II, l ��li iil �lil� IIi i �1 it I Illll ill, 1_IMININ 11� 11 li it ll �Il��;l I � � J 7 /1 Ill �;l ii'I% I/ i �� I� t'I I II�IIII��/1 . 3 Q �WNWINIE -_ I _ i . 1 ills) l� �l lliJA. 1 !.li J I, J 0I- EZ . ELEVATION (1 QEAST SCALE: 1/4" I'.0° ❑ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE 6, Q ii a 0 Ili ° p Ids LI 6'SLIDER I---' inQ 11111 0 0 FUTURE NOOK COVERED DECK - - o GARAGE 3'-^x9'-6" 30'-0"x10'-0" _ 1 O � � _ , 300 S.F. DECK LI \��/�//�//�\/\� r V V m MUD ROOM / I[nI'I1I�,�11��'1n'I fig n 9'-6°xll'_0" m 3'_63��i ` 1 1-- •I' 4 f RETAINING WALL {{ I GO°C.O. I 1 S 1 ! �.I 6'SLIDER rl LIDER I I I I I n If 4 m L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 = '\(\\JJ,/, IL DINING Roots a I I I I inO I I . 1 110 1 1 1 I I I I DW ISLAND 3 X 6 III 1 I 9070 GARAGE DOOR 9070 GARAGE DOOR I e — ` �,� . e1.- I ' m 3 ��, ,' o' ■ lip - o LIVING ROOM MASTER BEDROOM Q O 17'-6'kl5'-I° K 12'-7nx16'-3' ' REF KITCHEN a " C I _ - 2665 POCKET LL 1 1.•%l [ BAR r-�..—� I '��' Am INTERIOR WINDOW 13 1:1er-O �r �F•• m '��'�� /� 4 X 4 Iv � n m DESK SHOWER �© ;::�AAiii/�� \g 2668 POCKET ,Y{�t NO ^ 171 1 171 XSHOWER C �7AN9RY POWERRM. F� 111=� $ i6, g3j4 L_�IO 190 S.F. O N I '� Q B4°VANITY11, 11) vm9HIS o BATHQ {--1 P L -,•� n D I F-I , • 2865G o m I V BENCH f l f I _ n 3,.. -1� OIrO _ I5070 I - U Q COVERED DECK LAUNDRY u HERS e a a 660 S.F. DECK b 6'-9'x7'-4' - 1 i 1 E . . E 4 al +� JF I.._ _ (n FIRST FLOOR PLAN a/ ( ) SCALE. 1/4" .11.0" 0 O AREA:1970 S.F. FIRST FLOOR / 300 S.F. DECK A CO 300 S.F.DECK ❑ / I I THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE • 0 C1 c.6 a p IL n0nnM0 / 4-6' / 0 1I } I 0` I l_ _i I Rg nn 1=1 11 6=1 1 0 ra mL 'BATHROOM #2 • V 1• E Zi I LOFT O U BEDROOM tt3 IB'-7'x14'-I" 14'-7"xl4'-3" r W 1 I A la A 3.6 1 2460 POCKET C E 1_C5/ , 0 2660 n CLOSET C + 2660 2665 J DN 0 m - 2660 POCKET 131211 10,P 0 7 �~ BEDROOM tt4 BEDROOM tt2 4'-O'xl3'-6' O I4'-7"x14'-3' LINEN) F 3 Z DZ rl - ATHROOMlt g i m - LI-I v Q ^ 96 OI u U�tin rr n/ 0 V 4 w 4 z 1,1 f 4 W SECOND FLOOR PLAN • Q 3 03 SCALE:1/4".1..0" 4 AREA:1255 S.F.SECOND FLOOR O FEZ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE Joi; i <3 N • L= 26,0 M 1 —r. . . . • 1 (i) • r -1 • ili • xl'-a• na-0. Q s • s'-`' , ' r-a• r-a• r-A• r-e• O Z • • I- �I .-N----♦ -�_ 1 2111_ . L. 4.). 4). r4r} -t ♦ l(-)107/ • • m • � • am, `, I_i lr_/ 1 1,e �,,,..YJ r0 PET. II n DECK ABA II (`(J!`}VJ II 1,1 i1 § 1211 [11 it • 2e0 II1 , a • • eFl. II BM. TO SLAB 1I67. 0 o . L VERIFY tar/GRADE PICT m L L- • • ♦ ♦ i L----� 1- ♦ 1----- 1-- H-F+i-1-H-4•I-4-I-I--I-3J Bj1%6111;•LVI. s/a•ANCHOR BOLTBlS Es'oc. i `I 1 1 1 I I III I I I I I I b ♦ , ,mw' n IwLBNeR� 't I I I I I I I I I i j,11.i i 1 o g .� • I. b ��• •� �'' (.. ll 11 1 1 1 1 . . . . L• J . � � ` • I'OUNDEL7lQN PLA?. J Ill III j ,. — T a. I r car+Rcoraau.A8 a l - III I 'e e,R VArOR=TIMM 7 I _III __ 1 .•0-0, a-4• 7-a•j, a-4. j,2.-41 I r 3 Ir?cafe.FILLED r r - 1� r` �I r 1 S .L ALLY YC I'EARLY ENTRY III b TYPICAL NOTES: :. I , G01C.POOTING rrr. s)IIj.Nx LVL CONTRACTIO4 JOMTt tti MIEN ra r er 1 CR ` R '• I DM. r— 1 r 0 ti f 4 d r f Fla o—'rrnul' I r IIIMALL PLASTER , Px7. L __ , —ttr BASEMENT NOTES: • =.r ��--I 1 — ^;; -I I— I—�� , r II 1 ,�{,+ I L—_Jt L_--J 1 J 1 L—._J /- r-,. 1 r-S�4 I ! 11 r-� Y-4' I L 1 I I� o. 0 I.PWN awllw 1�L,L��o p� Panem talc..w s sum TOW l _ -- !, -=9-'I-!ri A 1 N 4 DOITI Ter eUMpJlrlal al ID'%I.•Stop IODTt38 . -r 2.4 DWtlNG MALLI Ort- .. Ie6 a /` !' 1'---1'1----t' r +' n Fc PRWI OARS CLN"NUOUS STRIP POOTt1G W t '14't l rYD Ca4TINy�1a '4 I." " 1 R yst.61 1 ry �'ve r,pp�r a aM° 0 11ehn.sera= I �j STRIP roorwe.J e- —— �I� • BM. I .I a'-o' • w E-A nIN. 7�r w'O711MG. i N_ 7I L _ Q DOLTS s OA o rwr.Hell r fSE ra°�s.v�'"iPL�.ra HASHER 1 trJ9 , e7�la<� I r II nrr. 2.ALL OTRUCTURAI.STEEL cowry,*TO DE D I/G•CONCRETE PILLED LOLLY ' n >; 0aI.u91Is TO Der01D TO FOOTING 00.011.PR0ADE A•ri•.ErB'CAP PLATY • I I .F I I L= ....— • 17..00/r DASE PLATE w O IID/4• CAA.BOLTS.Man AU.C0INEcnoNS I 1 - .. , I I m I —•L__.—-I • ►OOTII,GS TO DE Os•.Es.,r SQUARE CONCRETE W!rE BARS h10e war. I 11_ i L..J L-1II-J a�I'4N V LVL ,��,' CY S.DOUBLE FL OM JOISTS UNDER ALL PARALLEL PARTITIONS. L 'l� , OUT ALONE MOLLS 4.CONCRETE SLAB TO OE 1.POURED BEAM COLUMN ACTED FILL. ~ ♦ 1.. 7 L /- .l' L L ---r� L rr el 0 J RBaA1t6D MC N na +a°A'oh vrTguONIC�ALu71oN AS l y.a• I • �� . I 5/G III �B ^'�` 7 4 ,,-Cal7RACTnae SILL ENURE TINT ALL POUIaIATION MALLS IwNTAee j L— —/— 1 PI iT r——, VIzit ' E Z 7.OP VI DINEB STMraIING PLATES AT ENDS 0P sT= BEAMS,TTP. ♦ La -t•• • Purr • • � I—_= I- r——'� •• _ IY 0*"ND TUDE w E.��SEE T�STRUCTURAL DRoa WALL AWINGS FOR LOCATIONS �oDrRAu aTwcTVNu!ALUMS. ON A aE•Bloom DECK ABOVE 1 • I L— J I r ;♦ 1 1 ♦ ♦ I 7N'6 pEwG�NIRT E^N4D,�EC u'e ro`20fP 0!°TMc�Tcor 71v0ro`II.TE""°"" - b I I. I ' I 7JY]$g7., ♦ l BECOME ;T 027 7ra7 I-07l {AL ♦ I • ——— ——•—I-1••_� /\ —�.1 40 b'-0• • N'-0• a A'-e• • rr-e• 0 O E &No. . CZ Z O O t,.C3 Q O1=OUNDATION PLAN Q (1) in BCALe.U4•.P.o. O THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/110 MPH WIND ZONE �, a ,...,.....22, CONTNLc>n OGL LT._ . W Pa g Fi . TOWN OF B• ARNSTABLE sf •2»`0 K a`` --1 r Aaa wurrice 1 010 �,t3 1'it "' 39 v� c i as •CDs ONYATNaIG `{r{(• 1 .i�.,. V Ou4.C.4.Pz t�. • 0,5 ', 1-Pa PDGLa.Nam fY1 at . .a. Ta K'Q.G. ^ 1 Yyg�}}P-�a. �.•PP`tT w Gi,,_ DIVISION� /� S,YFRAPFJIG O K'a.c. `•.ate�; . Tort D04nDa tt�/�/\I{ . °'' .'i33g _ r . s/ , ^•I FyTNRQQ . a a. .• Q ISO •:(— —tit • ._ _ �_. J%O . as K•o.c.. owe TiG nT•moD auO-P1071t a u'©,c Q Gjr� Ctoc0 YID WILED,TTr (�/ 1 • J%6. ',WAWA U T.K'a.C. n. To ei O.G. i; i,a . If7'COT'0*-40 iNG Y --Woo r_F. tr..(•lO `t 4 iiEADLR ' . v a . . vAPOR ONIMEN .LAML P.R.T. N_941, Y.N.Ct.E.CZ:1 s 2:T 4. ��(1f�\1` TTVa•;IaavJrxRAr Ii .. 't GCTatD V V *Ora OM saws.) 5 . iT'�'„ lfT� fr7i RYt JOt4T Q' i�QRCN 1} ��yr, nTiaD.v eua-rtart it � 2 kg t_lu J.•tI t.[dtt kola ifl �atUCD aN0 NARPC TTPW 9CL aeALCR _.___ / ..._ I JztO.•u a.c. --4. F� 0 I`r l slt ten t. L••'L ]•A TOP NORRCM7aL I a TUCK t.LC-P • *CD r neaR TTP. CGKRLTC wu.0at CCKTINOCver CC.0 aTe rGo�rac�--� FULL 5�5—,-r•rN'^ `j g y POW=tY .n,c 604071.2E 4 WOIGPOO[TOOTING(0r28} . raft COUrtn*ATMS ADOVC V. • 4•Pw . a cf-r 1 \ j 2.4 RILIGC CCerraRCJs RIOGa Teti Tit...K•on. \ WOG! a'CCt'tPYCTlD rm. , , t1.� a N.. Au.T aura axa iIi.t^P rat!n Ct •! ON LYiT COLa(W F as a ; • If �.' 'lat0 K•O. 4 •.� TROOP MATT: • Ai,. "\SECT'ION 3 { •CO.WG.Tr.:..., , • i (I SCALE.va•.rya ! 53.E ' 'II ` .4,_x....a wL • N.I v $i'F��'"'iR....NO•{iNCGN'O K / ffJiy YY��0O79 K•O•.C_.C. l, „ aorfrt W cVCKT ,1 • • CI Hr— i4t 2.2 K•O.C. see TI411 G PLT?t0a0 atm-rtasR •M•O.C_ GLOM YID NAtLtD:TTP O �� •3(i:.;r'bYJi.'i 1... Th IL'a.C. ti T'Ji W 0.0 ,( — ti •}>—R-k1 ftY.La..Hatt V V '2..sOiC O.C,. OJ2 O r.T. N .12•CDx.aNLarwuiG WAVE* • it t7 aO 111 'Fgt.. r,T, CQVEREF'P PQRCi1 ?,p.CUTRY KfTCW NICXX - TAMA wRRtot Z rosT CQ0 OCTGTiD TTTrJ[r.OUa61+la.•J• • f t 1 SmOa2(set Data.) 1-U cric.orous ul r , -,i0-n3- <C11.—.)(_.- ›_--_(II Nl'ISG RT CGV S/.B-PLLX7R ///�/- tT01.fCsaT t <(. y / GWOD YID ru:LaD. rir � / 2pI r_r s.0. ••,/^•Ll ! W ML alAtCR `ay`•St J x nr.•m•o.C. 1R 1PALI M.. 0 z.•Th t►•O C_ n 1,•TJt K•o C. t 1 �' L .. _. .... __ - -. -...-.-.-.--... !}t• t•R t'LYL .--. -._... «--.- --�_-_._ •`�:•.(Pal^NORQCNF4 �0. 4 ORCPPCD kP•TNKK•s••••-f T GLPJR TTP_ • p,� CoNT.o TE L4ror QQ y�, rU 5 i'4'M CaNCRLT'e PODTSRc 0 E IRW1Da re Dart a0NaR0t 12. tHaeGIOOT POOTiIY(br^nl O PCO GOLUttN'SUPPORT A$OY! O �1 �'9LAs •! lfi () I's 4a.i 1 \ II-71 E COSfKTtD/O,L t WI IV*tour Tor ea Cr RV8`a ,trp Cu�c rR>.cD ON r-s•.ar 0.►. talc.raaTtra.,rwG,TTP. --(2 )SECTION E ► f - THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION I 110 MPH WIND ZONE I Y VDSCAPELEGEN • tit ,y PI Li^ WHRE AZALEA 2 �' '_ F9Y5T FlR :446:6P14467:15,614,H.710.-.4a,„: ( _� PROPOSED 3-CALIPER TREE J - - E70mNC`1 _- -_-- r T _ ' t`. RR•Y" RED NOPLE ACER RU9ERUY `` ( , �� ` � / FLA OTONE J! °'� C .� OR EQUAL / 24 r. / SHELL ^ �'�- �, Rv�,yd -^7 � i ./ it DRIVE\ OOS-LNC G/ \ �ry i -*/.;,--..... �� \ / c ' 16 BARN `' G� AUREA O .! / R'wy 1itSLAB r' y ' \ ' ° G N v YAP 300 PCL 47 _,� ••_ '! `�-1 0'- o. �� / / ti fin YRLWAY BENOHYARK:YAC NAIL 0 - ry \ / qEV 73.98 NAVDBB ( /(/ \ KAfHN S k NNIPMT T.FOLEY.TR. 1 S 26_.-./ O 2l / \yFum,`5-0`. �� 1 _ 1--_ -L ^ ,R® l ----_ LOCUS MAP 1 r i / ( , ... o JO LAWN PR....a. pR�D /�.L/y (/ N ry �. AREA PARKING / �`—-- / �N ASSESSORS MAP 300 PARCEL 34-001 z,�-^/ - ro AREA y. // _ OW OFF yyHpYHµiii N�.` LOCUS IS YATHIN FEMA FLOOD ZONE X AS ` B _ 1 k... • �, // / �_ {�' �' q; - SHOWN ON COMMUNITY PANEL(125001 C0558J / -DATED7-16-14(NOT A FLOOD HAZARD i.':/ Y yF / ZONE) l� � - — --_� /( 'F' 1 //\ AREA __ UTILITIES APPROXIMATE- NOTIFY DIGSAFE 26 tti� ;/ /'/ l �2' '' ZONING SUMMARY _.,%kiL, 1 26 / y // l i ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT o. AREA � �\ :/251 / MAP 300 PCL41 23� g a / / 172 MILLWAY MIN. LOTSIZE43,560S.F.% %sue EIDmt:,:; C✓ /�^ a �� 6" ~ �Z/` SHED ESE' y //BERNARD RESIDENCE 1MIN. LOT FRONTAGE20'Q 1 _ � - f / / 95,071± S.F. MIN. LOTT SE125'N ..�� / MIN. FRONTSETBACK30'o o U�NDp ' �,�- ` r, I / " / 2.2 AC.fMIN. SIDE SETBACK15'�1 TD w�uwn _ \ �-r z� �EII 7 / 25MIN. REARSETBACKJ �-f ` E- (� � / ' �. MAX. BUILDING HEIGHT 30' J \ \� o�7 26-J FORESTED 2G /// / // DWiMUI Y 85COTT OCW0t�0_ _ V� `7 I f l > YAP a00 pa 33-002 OWNER OF RECORD \ , \ I `.: \ ` _ /� / 1aT DEACONS COURT N/F ANDREW GUTOWSKI \\ }(\\\ I \\ _ , ' J \24 \.5 / "% , 1� P.O. BOX 616 \\ / \.i - I —_ =�_ i / // u� BARNSTABLE, MA 02630 4�0` I _ -� Jai\ I `` i '� __�,"1 J ./ / s // NOTE: UNDER PURCHA SALE TO APPLICANTS \ 111 �� ' �� EwmNa P DRtY� �/ S �_ w `wig `� 10. 7 h - - 84' DE PAGE C!/'�f "�, _ r'. PA o1fi I \� )� ' � �!''9, `101 �'- ('zil,-. ,� _ l C�\ ill C� PLAN ::.* 0�j PAGE 24" ea I _ ____IL ✓ \ !,B! lraJl t{yyj z z'\ EUS LCV \ ' :�.0 YAP J(10 PCL 31-001 _-`` \`�G s _ J Pq / vACAxt { - 98- EXISTING CO 40 )11 �� / I / _1e , } S' r q`'•`'I N `Q. ��W'1 /R \ Y 25 X 99.' EXIST. SPOT ELEV. 2k, ' I - Jd > / LJ,\ ' ,� 'vim'L� 74, ,�i(^ r�� /� -[993— PROPOSED CONTOUR �j, 1 ) `, / �>�, 11� / �� l'"ecyk°'t° + w� ?J��" aa� (\! (98.4/ PROPOSED SPOT EL. •('1, � �� 6 ",, -" , (ll. TEST HOLE 1 v t s _�/ -� � ! SLOPE OF GROUND ., .7 \) PR SED WOODFRAYE HOUSE !r \\1\\11//://):2--' \ T OF FOUNDATION 19.0 &JI/) ,�,"' L ` , zo.o 6� rQ..� UTILRY POLE 1T \ \ /'alj �r FlRE HYDRANT 'e j �, C f,$,I \ NOTE:NOT ALL SYMBOLS MAY APPEAR IN DRAWING • C) \ a .".°-Eli,....... ..... U 5 0 ) _('') ; ), 1- ,. 4, ' ,---,- 49 \ ( f SITE/LANDSCAPE PLAN N I6 f,g Dl /., ' ry 2.i lrel �lzl_. f - - m' zD OF 172A MILLWAY �� t v / BARNSTABLE ,, / / , C - - PREPARED FOR I \-,2A SCOTT C. CORDEIRO / N ( r DATE: APRIL 5, 2017 's J jj�--' /A NllaysJ-,v �) \------ Scalea'=20' G O _ ' ZJ 248.J1' 1 YB ` _ . . ..C.-- ' 'IP./ Q , ,> `► ''..1! 2A `��''�^ 0 10 20 Jo 40 50 FEET 1 7 ` "� �� p ,>,1 DT-.. -M Dr off SOB-362-4547 � I t. 'I / _ l ''DANIELY" iyNiEi fax 506-362-9680 Y a:pCil.(FORGE'J S gJSABE1Fl K 7RS / 1 `/ EOWncape.com tRNNU11555mt77 A WAN S „"LA -' No a66o2 .... own cape engineering,inc. • a-.. REAL ESTATE PO BO% A Y 028 �. 21 "LA '.. CM'f Y sa END +£D, :� civil engineers . - - n L/ �) r y�� /\��. '4a 5DRYE+'" fsot. land Surveyors t / \��p/' -___�\ Y --- -5_20f, 939 Moin Sheet (Rte 6A) DCE #3'7-07 9 _ ^ l� YARMOUTHPORT MA 02675 1 \/ vL -DAME-.A. OJALA,P.E., P.LS. DATE PERMIT SET- NOT FOR CONSTRUCTION 1 4 / NOTES - — 1. DATUM IS NA VD 88 Barnstable Harbor '°`" 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND _ ' NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. `// m / a>, 1 1 / 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ` / �1 F'G CALUNC DIGSAFE(1-888-344-7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND at1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FL AY WORK. �a o II l l '' ! 1 , \ R /300 0 PM 47 1 Byy, 1I \ ,,\\ / 1% \ '.�/ KAREN S G NNDFNi T.imEY,TR. \- MAP 3Qp P '�4\) 1 • l .�I I 7 \ \I I \ \ , 1 ) \\ ; �/L,---- ,—...._____; �,�-\ BERD RESIDENCE 1 I \ - 1 I \ `! I ,,\ (,F , \ , If(( ��Z, \ \\\\\\.95.0713 S2 AC .F./ �` x_, I \ \ % j ` I)I I C I\ ) ��` LOCUS MAP 4 \\\\ \\ \ � \ 1 \o\ _\\ % � —1 4'~ \� \\\ L;� m� SCALE rez000't \ \ < ��, 1� ` / /( ( ASSESSORS MAP 300 PARCEL 34-001 `11 , \ \21 \ \` \'1 h'\�, ( �^/- ---/1 \� ) N`� l� \ e / I / SHOWN IS COMMUNIATY PANED ZONE X AS L/25001C0558J �1 i 1 \\ \ \`I\��\ 7/i ) � ' ,\ `�• _ S 2e'` -� L� - _/ z�. V / DON�7-16-14(NOT A FLOOD HAZARD `-�` \'`\.\\ \P '-1 r-�7�/// \ ) �` \ 1 1 1 '� AREA N, l _ � y -. C •- zs /f'1 // j UTILITIES APPROXIMATE-NOTIFY DIGSAFE \ ' "/--•. • �\\--.: J \ % \ ,\ I 1 -\- \ \A^�' u EXISTING ryl ,D.>� / // \ �� o -��- �: —t, 5� h _J `(l \ 1 C ✓ Z/ SNED'� �E>—E �/ y // j (% ZONING SUMMARY j �, �- ''1 ` �� [� \ -/ \ Lam- /) / / .f U ti ;;;TTwTPRosED TIAL DISTRICT- � \ / % (�c EQUIRED PROSED % / ?s-- c /J/\,:',/.-- 3.580 S.F./ 0' w T^ ) `�w 1 �L ` . �'_r°'Ott a4ytp-3� �.E' \, ,,,....../' �✓ , / / ` \,- I r' MIN. LOT WIDTH 12s' J \ ,` �W C `�� / �utw4Yy- _� _ ��,_-\� �"} FORESTED 1 / "�� 1 ( IDIANANN M h OCOR C CORDEIRO MIN. FRONT SETBACK JO' 62.9' ` ll\_`` ` `J" a \ AREA / J // MAP wo PC ss ao2 MIN. SIDE SETBACK 15' 84.8' _ J / MIN.REAR SETBACK 15' 80.9' ( \ > \ w ' ��y '�-s_ �'-z ��._'-� // �� - -,.) ie7 DEACONS COURT MAX. BUILDING HEIGHT 310' \` `�\ \ . f 1 } _I�s �\i' c , —\�— ?--' //// 'J OWNER OF RECORD �- (� /� \ I ;! \\ \ ;—\. 1 `\ _ �+— \— --�/ - - > i =5 , RENDNYARK ; /I _// �- \ \ ♦ �\ f`� _ _./. / suRVEr KNL N/F ANDREW GUTOWSKI ( j^_____./....._,,. �\�� \ z UNE , S g C a-24.t' / P.O. BOX 616 /'' \ __ T , 4. F4421 T \_ _IX, f �, '2E5' _^ \ �� '� l '1J` f; BARNSTABLE,MA 02630 \\ OVEN a DUFr-TIC L'--- \\ I TM ES11M 1 _C-ra \ �` - s� ` 0.8_ \ NOTE: UNDER PURCHASE AND SALE TO APPLICANTS f \ /Ias NAY / \4 EL \ , - } ..\ I YAP-�w PCl Q10 / \ ./\ \ a a .-. o / ' C\ I i .i,`./ \ • a ' \f\ f \ A`� 1 !1� �r REFERENCES (\\� _ �. °. r0 � � �`•� \_ / / ��K `/V \ \ !ra f _ �, ~`.P Y x,__\ � zJ_ tOC�JS_:f� rzsJ `\�� DEED BOOK PAGE / • ,t / / - --_ _ \\f �.- �;e .� L. ��'f' \ / MAP 300 Pa 34-001 -'J PLAN BOOK 650 PAGE 24 ' \_ VACANT Y\ \ r^`_ ��" Yg �— if YDL \- ,T. lla.e, C N AImREr s >� { 6- y \�. INVERT' �\ �� LEGEND r, .\ r ,s I r '/I / _�� `� \4 l`_.,�`I l ` V,` __--99-- EXISTING CONTOUR iiissic J RD 1 I C _l `i \r '' % -I•��_ \ `(18.4 X 91/ EXIST.SPOT ELEV. \ 1r \ \\ C` L•�rr, r�� \�'1�1 \2L, /: —[993— PROPOSED CONTOUR \ J w� PROPOSES WOOD NwsE ."'�'(la.4)d`-__'�A'AO \-, ` -.1 ' 1 �1] (TH14) PROPOSED SPOT EL. _• TOP OF FOUNDA 20.0 \ � \__ \ 1 '\ '\\ N`^122Y • .0. FIRST FLOM .0 _ ` ' `4.1� \ L�1 1/) C-, V TEST MOLE 0 1dY^ . ' ��v ,A. 6 SLOPE OF GROUND all #172A ° • 7 - :. �.8 I t!` i M � s1 UTILITY POLE /I 21 - ,�/i' i 1� 2 is N /e, FIRE HYDRANT • f ie i I B'0J / I / - I \ Nv1E:NOT ALL sYLeoLs MAY APPEAR N DRAWING 172A TOF L.20AY •r' �—� \ , f SLAB E�1ae % (ry EXISTING PAVED DRIVE J n \_� 'IE; r J y \ / o ( N-'1 \� is f ( LN I 1 1e CLEANOUI TO M LLWAY \ \ `l` !Fr/ / } z d) 3 LY / �! E%ISONO PAVEMENT SURFACE I r[-----------_____ /SAXCUT ND REFUGE AS REO �. )_-� , -J�s; 1 O `Q3J )-- " , S SITEPLAN i. -----, _._ Tlc1EANOUr L i /\� -/ ,e/ lUl / ��j 0' J J OF ,T ,-- yaBLDG m. - -..... �_ .. \ / /` (� , / `1 \ I,. _ ' ; l..\.�, 172A MILLWAY Vr7RFY INVERT AT - 1 - �, `' / J , ^ _rZ , 1 O Sm11ERWORK ` PRMOSEOlrSOR39 \ jl6 \ \,� - �`r-J �_ 1/ �� BARNSTA LE ?YLgi wTc. ...-_._.._..._ ._ \ \,'� na„ ' 1171 ^ `..-- --i ''\ -, PREPARED FOR i PROP.I N l Y - /-•._ .i-',5�.� 1. G�'li , /► \. " ��) V g T6 MIY d DN t �r--J I / 1 SCOTT C. CORDEIRO 3 41 caZ\______I -- �,wrE INTO EXISTING �--_, -4sr ,,,',.-.__./ .� /' E �3 y -_.._.----,_, SEWER SERVICE NE® ( \ DATE: JUNE 1, 201 0.CRUSHED STONE VERIFY WART � W `�0°R`�'m \` .� �� REV: FEBRUARY 20, 2018 (HOUSE,LOCATION #2) PRIOR TO ANY MUMS r REAL ESTATE 0 ROM ON r BDBAwsTAeE MA oxw j / \ ( r I 1 \ `\ REV. JUNE 8 (REV. HOUSE FOOTPRINT, WATERLINE) /� I 20 201 NT di t1 -.. .-__ ______.__—__ • ,/ I 1 ' 1 i l /—� / l cry60 10 20 30 40 50 FEET ° / �.- \ SD END i' DANIELA RH 500-362-4541 SEWER CONNECTION PROFILE C -,�' c-"--1J fJ.. ) 9Z ' //AApp—�__--_ ( , '� y. fox 500-362-988(1APPROX SCALE I•.20'HORIZONTAL / ,, / .�\� ul" N 6602dowse°' / ; 1 e,�s,E4.°`` flown ease endineelia�,ine. / .J r' .$o P • j civil engineers Y L / (` land surveyors �( , 1 1 A`O' • -1 "�\ I^��( y �j.ZO'l8 9J9 Main Streef(Rto 6A) DCE i{1!7-078 v//'V_r(�/'�421 YARMOUTHPORT MA 02673 DANIEL A OJALA PLS PE DATE