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M.� �'J` P . a i r fi, " , ar, TOWN OF BARNSTABLE BUILDING PER IT APPLICATION Map ` Application # Health Division _ �^__91T4 1206 Date Issued Conservation isio 1 1 OFCOk5rk ��N� Application e� Planning Dept. i Permit Fee •00 a Date Definitive Plan Approved by Planning Board ZS blJ !)*WHi toric - OKH DVI reserva�io / Hyannis A+1orb ON SO,�,s:ae `fie P�tJ -n10 sin ne +n1�Us Asa-u� 3�� �r �� N n Project Street Address .� Village Owner gogfO S619Aa1 Cr:l E.e Address S A06A) / � Oa¢t3 Telephone C/O tM01�1 a ;7 Permit Request e � ! lc,�& -J , �s t ee �//A a n� ,+�/�a� COr� �a/ , f�i� lutes Square feet: 1 st floor: existing proposed : 2nd floor: existing 0 proposed ` `Total new Zoning District Flood Plain Groundwater Overlay P=,6 q10.00 rcbw1/d Project Valuation construction Type Lot Size 87��•r+. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) (:3v Age of Existing Structure 0 Historic House: ❑Yes UNo On Old King's Highway: Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) / D Basement Unfinished Area (sq.ft) ° r: Number of Baths: Full: existing new 0 Half: existing new C Number of Bedrooms: 15- existing 0 new Total Room Count (not including baths): existing 7 newer_First Floor Room Count Heat Type and Fuel: Lf Gas ❑ Oil ❑ Electric ❑ Other Central Air: &Yes ❑ No Fireplaces: Existing/New l Existing wood/coal stove: ❑Yes dNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Id/existing b/new size _Shed: Yexisting ❑ new size We Other: 76P Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes MIN' If yes, site plan review# Current Use Proposed Use F—ED APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name b J� (J 1 Telephone Number 50� A0 (/f Address Sc��� L -�� License# 0. +0d ' 4, Home Improvement Contractor# Email 8 k h s wAb ayim czl.ii d7 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r j ! DATE OF INSPECTION: FOUNDATION D f �� (( � �p -- FRAME INSULATION !o/ylZl&,9*A- taT !a/Z�L�6,p, ��5 D=..— FIREPLACE y� -3/t& ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - r FINAL BUILDINGh DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable ` }' ` `"M q Building Department-200 Main Street OrEOMA< Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-06457-1 CO Issue Date: 10/10/2017 Parcel ID: 259-008 Zoning Classification: R-2C Location: 211 SCUDDER'S LANE, Proposed Use: 1010 BARNSTABLE Gen Contractor: SQUIBB, JOHN Permit Type: Residential - Comments: Rebuild 4 Bedroom House per plans. All sign offs on hard card. Building Official Date: �tNE TOWN OF��ARNSTA8LF ■ g ti � Build' on 20150' 6457 BARNSTABLE, Issue Date: 10/06/15 Permit 9 MASS. Applicant: SQUIBB,JOHN` r�D Mp�l A Permit Number: B 20152773 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/04/16 Location 211 SCUDDER'S LANE Zoning District R-2C Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 259008 Permit Fee$' 4,998.00 Contractor SQUIBB,JOHN Village BARNSTABLE App Fee$ 100.00 License Num 034064 Est Construction Cost$ _,,.9,80,000 Remarks _ T APPROVED PLANS MUST BE RETAINED ON JOB AND NEW ONE STORY HOUSE BUILD ON TOP OF BASEMENT AND 1 ST F L04919 CARD MUST BE KEPT POSTED UNTIL FINAL F THE EXISTING HOUSE WITH A NEW BARN/GHARAGE CONNECTED DIVORCTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GOOCH,ETHEL S TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 211 SCUDDER'S LANE INSPECTION HAS BEEN MADE. BARNSTABLE,MA 02630 A lication Entered b PF pp y Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY:STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMP RA P NENTLY. ENCROACHMENTS 0 LIC PROPERTY,NO SPECIFICALLY PERMITTED,UNDER THE BUILDING CODE,MUST BE APPROVED E Y THE JURISDICTION. STREET OR ALLEY`GRADES AS WELL AS DEPTH AND LOCATION OFP LIC SEWERS'MAY BE: OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCEOF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANT APPGICABLESUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION .3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4:WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. S.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. q 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE, PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 4 Wvt,—,ww- � Vt BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 4 f 21� i7 1 tie �o a6`i6/Zd� ✓;�� ?ei�, by �c �� /nrs e��R. io Al l h6 z Vo II PIS 2 o 2 G'/�//�13.'g�G x /L 2 cps� �,gu.a�tys L,t��a,� -/e/Wo /�/:� ��, 57 3 d SG t! 7 4A4Gff_ 1 Heating Inspection Approvals Engineering Dept 1� �,� 9 '04' i0 05 .Z levg— Fire Dept 2 4Bo, Zea4lth5 Mckechnie, Robert From: Mckechnie, Robert Sent: Thirsday, October 05, 2017 3:40 PM To: jo-inbsquibb@comcast.net' Subject: 211 Scudder's Lane, Barnstable, CO Hi John, Just a heads up,the hard card that you have on this project has to have all of the inspections entered on it(Fire Dept, plumb, elec,gas, etc) in order to get the Occupancy Certificate. If you bring in the card when the plum and elec inspectors are here(usually 8-9 or 3-4)you can convey to the staff that you need the inspections entered.After that is done,the health department must s'gn off and then we can issue. I cannot find proof in the file that Barnstable Fire signed off on the final. Good Luck! Bob Robert McKechnie _ Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 �TMHETti Town of Barnstable . Regulatory Services Muss. �, -Richard V.Scali,Interim Director 1619. �e '��►��" Building Division Tom Perry,Building Commissioner 200 Main Street;Hyanois,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, as Ownet of the subject J Prop hereby authorize qkjo )"412 to act on ray b i-a all matters relative to work authorized by this building p eianit tz4AQ - (Address of job) **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner tote of cant J Print Name Print Name Date Town of Barnstable - Regulatory Services ' of roYy� Richard V.Scab,Interim Director Building.Division SteRNCTARi.R Tom Perry,Building Commissioner WWSS 9c� 1639� ,�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable. us Office: 508-862-4038 / Fax: 508-790-62-10 HOMEOWNER LICENSE EAWTION - PIease Print DATE: JOB.LOCATIOX- - m=ber street tillage "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: Gi wn J, state zip code The current exemption for"homeowners extended to i3ic1 de owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire wlio..c�oes no/po suss a license,provided that the owner acts as supervisor. ICE N --KHOMEOWNER Person(s)who owns a parcel of land on which he/she r, id' or inten(( to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures,accesso to such use kdd/or farm structures. A person who constructs more than one home in a two-ye r period shall not be considered',:'ho owner. Suck'Tom eowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be e onsi-ble for all,sueh work performed under the building ermit (Section 109.1.1) ' �. Code and other applicable codes, The undersigned"homeowner"assumes responsib- ty for compliance with the State B�ii lding PP bylaws,rules and regulations. The undersigned"homeowner"certifies at h she understands the Town of B•arnstab-le Building Department minimum inspection procedures and requirements and that .e/she comply with said procedures a d regt"`i rem n tiv Signature of Homeowner t Appioval of Building Off cial, Note: Three-family dwe containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Contro . HOMEOFYNIIt'S F.-XF'N ►TON The Code states that: "Any,homeowner performing work for which a building permit is required shall be exempt from the provisions of this s ction(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a persons)for hi to do such work,that such Homeowner shall act as supervisor." Many homeo ers who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,R es&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness.often results in serious problems,.parlicillarly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in your community. BARNSTABLE HARBOR AfHW, ZONING SUMMARY ZONING DISTRICT: RC-2C DISTRICT MIN.LOT SIZE 87,120 SF MIN. LOT FRONTAGE 20' - MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' 1 rk MtN. REAR SETBACK 75' B SITE IS LOCATED WITHIN AOUIFER 4,1 PROTECTION DISTRICT ASSESSORS MAP 259 PARCEL 8 .. I l ! tt %+, / \•. IcoAS'rr�='�' + a. Ate, \\ �_ DWELLING IS WITHIN FEMA FLOOD ZONE X 1 b b4 LOT A 7A 1.45 f± i _.: �,�\ \ S4! /•=� 1 S00 GAL POLY \., �•� `. 1% \��.�`PUMP,CHp1l0ER i _ 1.:,.2 \� :1.. �� "/-.-____`C`• }ggp-GAL POLY �--TANK -27 �e x. $' FLAG®' .. ° i'/.�9 00, 00 �1 DWELLING i E%LSRNC Sry / , �/ - _ L rT_'_ I \ •, 211 0. �p =I -+tea;--�_}-7 \''��'(`s, � ,.f��/; / ��• U 11 FI is o I \ O &C A 1 /Y f PAVED � \ DRIVE I I - Y._fi qt H NO ASV W '` 'q x.:� DARK 6".J. 2'.',2 L �I3)`t'tCHA CORNER I 5 AIKWAY T A ? // -� `• �`. GRAVTL PARK g0 i j 1YET1' OR �J '" '1': -....__ - I I , _i `' �/ i' \ '.;?it��2e.31 GEOTHERMAL USE "ZI' E'JLE 0�GRAVES DRIVE TRAVELED WAY SITE PLAN OF 211 SCUDDER'S LANE BARNSTABLE PREPARED FOR 1 off 508-362-4541 � fax 508-362-9880 down.vpe.com® ROBERT & SUSAN SCHECHTER down cape ea�iaeeriag,foe. civil engineers MAY 8, 2015 land surveyors 939 Main Street (Rt. 6A) Scole:1'-20' YARA/OUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L.S. D 1G 20 30 40 50 FEET fie• Schechter House-;July 2,2015 211 Scudder Lane,Barnstable,MA 02630 Henrich Thompson Studios PELLA Exterior Window and Door Schedule MUNTIN­ i.KEY FLOOR aty MANUF MODEL# _STYLE ,. - FINISH ROUGH OOENING TYPE F MUNTIN SIZE 1'4, JAMB REMARKS Windows wi th x height 1 1 1 Pella 2929 Arch Series Clad 2-5 3.�4"'.x 2'-5 3/4" AWN 2w2h 7/8" 2 1 1 Pella 2929 Arch Series Clad 2'-5 WA x 2'-5 3/4" AWN 2w2h 7/8" 3A 1 1 Pella 3353 Arch Series Clad 2'-9 3/4"x 4'-5 3/4 OH 2 over 2 7/8" 3A.1 1 1 Pella 3317 Arch Series Clad 2'-9 3/4"x 1'-8 3/4" Transom 1 h2w 7/8" operable awning 3B 1 1 Pella 3353 Arch Series Clad 2'-9 3/4"x 4'-5 3/4 DH. 2 over 2 7/8" 3B.1 1 .1 Pella 3317 Arch Series Clad 2'-9 3(4"x 1'-8 3/4" Transom 1 h2w 7/8" operable-awning 3C 1 1 Pella 3.53 Arch Series Clad 2'-9 3/4"x 4'-5 3/4 DH 2 over 2 7/8" 3C.1 1 1 Pella 3317 Arch Series Clad 2'-9 34'x 1'-8 3/4" Transom 1 h2w 7/8" operable-awning 4A 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5-5 3/4" DH 2 over 2 7/8' 4B 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 5A 1 1 Pella 3371 Arch Series Clad 2'-9 3/4"x 5'-11 3/4" DH 2 over 2 .7/8" tempered? 5B 1 1 Pella 3371 Arch Series Clad 2'-9 3/4"x 5-11 3/4" DH 2 over 2 7/8" tempered? 6A 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 6B 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 6C 1 1 Pella 3765 Arch Series Clad 3'-1 314"x 5'-5 3/4" DH 2 over 2 7/8" 7A 1 1 Pella 2953 Arch Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 78 1 1 Pella 2953 Arch Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 8A 1 1 Pella 2957 Arch Series Clad 2'-5 3/4 x.4'-9 3/4" DH 2 over 2 7/8" 8B 1 1 Pella 2957 Arch Series Clad 2'-5 3/4 x 4'-9 3/4" DH 2 over 2 7/8" 9 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 10A 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" OH 2 over 2 7/8" 10B 1 1 Pella 3765 Arch Series Clad 3-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 11A 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 11B 1 1 Pella 3765 Arch Series Clad 3'-1 3/4"x 5-5 3/4" DH 2 over 2 7/8" 12 1 1 Pella 3535 Arch Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2h2w 7/8" 13A 1 1 Pella 3535 Arch Series Clad 2'-11 34'x 2'-11 3/4" AWN 2h2w 7/8" 13B 1 1 Pella 3535 Arch Series Clad 2'-11 314"x 2'-11 3/4" AWN 2h2w 7/8" 13C 1 1 Pella 3535 Arch Series Clad 2'-11 3.14"x 2'-11 3/4" AWN 2h2w 7/8" 14 1 1 Pella 3357 Arch Series Clad 2'-9 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 15A 1 1 Pella 2953 Arch Series Clad 2'-5 3J4"x 4'-5 3/4" DH 2 over 2 7/8" 15B 1 1 Pella 2953 Arch Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 15C 1 .1 Pella 2553 Arch Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" r 16 1 1 Pella 3357 Arch Series Clad 2'-9 a/4"x 4'-9 3/4" DH 2 over 2 7/8" 17A 1 1 Pella 3357 Arch Series Clad 2'-9 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 176 1 1 Pella 3357 Arch Series Clad 2'-9 V4"x 4'-9 3/4" DH 2 over 2 7/8" 18 1 1 Pella 2957 Arch Series Clad 2'-5 3/4 x 4'-9 3/4" DH 2 over 2 7/8" 19A 1 1 Pella 2957 Arch Series Clad 2'-5 314 x 4-9 3/4" DH 2 over 2 7/8" 198 1 1 Pella 2957 Arch Series Clad 2'-5 3/4 x 4'-9 3/4" DH 2 over 2 7/8" 20 1 1 Pella 2153 Arch Series Clad 1'-9 V4"x 4'-5 3/4" DH 2 over 2 .7/8 20.1 1 1 Pella 2117 Arch Series Clad 1'-9 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning MUNTIN KEY. FLOOR `'Qty' MANUF "MODEL# Re STYLES" FINISH ' 'ROUGH OPENING TYPE" MUNTIN 'SIZE JAMB REMARKS. 21A 1 1 Pella 3753 Arch Series Clad 3'-1 3/4"x 4'-5 3/4 DH 2 over 2 7/8" 21A.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1h2w 7/8" operable-awning 21 B 1 1 Pella 3753 Arch Series Clad 3'-1 3/4"x 4'-5 3/4 DH 2 over 2 7/8" 2113.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1h2w 718" operable-awning 21C 1 1 Pella 3753 Arch Series Clad 3'-1 3/4"x 4'-5 3/4 DH 2 over 2 7/8" 21C.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1h2w 7/8" loperable-awning 21 D 1 1 Pella 3753 Arch Series Clad 3'-1 3/4"x 4'-5 3/4 DH 2 over 2 7/8" 21 D.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning 22 1 1 Pella 2153 Arch Series Clad 1'-9 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 22.1 1 1 Pella 2117 Arch Series Clad T-9 3/4"x 1'-5 3/4" Transom 2 over 2 7/8" operable-awning 23 1 1 Pella 3365 Arch Series Clad 2-9 3/4"x 5-5 3/4" DH 2.over 2 7/8" 24 1 1 Pella 3535 Arch Series Clad 2'-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" 25A 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 25B 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 25C 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 26A 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 26A.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning 26B 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 26B.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning 26C 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 26C.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning 26D 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 26D.1 1 1 Pella 3717 Arch Series Clad 3'-1 3/4"x 1'-5 3/4" Transom 1 h2w 7/8" operable-awning 27A 1 1 Pella 2535 Arch Series Clad 2'-1 3/4"x Z-11 3/4" DH 2 over 2 7/8" 27B 1 1 Pella 2535 Arch Series Clad 2-1 3/4"x 2'-11 3/4" DH 2 over 2 7/8" 28A 1 1 Pella 2535 Arch Series Clad 2-1 3/4"x 2-11 3/4" DH 2 over 2 7/8" 28B 1 1 Pella 2535 Arch Series Clad 2'-1 3/4"x 2'-11 3/4" DH 2 over 2 7/8" 29 1 1 Pella 2959 Arch Series Clad 2-5 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 30A LL 1 Pella 3535 Arch Series Clad 2'-11 3/4 x Z-11 3/4" AWN 2h2w 7/8" 30B LL 1 Pella 3535 Arch Series Clad 2'-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" 31 LL 1 Pella 3757 Arch Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 32A 1 1 Pella 3535 Arch Series Clad 2-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" 32B 1 1 Pella 3535 Arch Series Clad 2'-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" 33 1 1 Pella 3535 Arch Series Clad Z-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" 34A 1 1 Pella 3353 Arch Series Clad 2'-9 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 34B 1 1 Pella 3353 Arch Series Clad Z-9 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 35 2 1 Pella 3353 Arch Series Clad 2'-9 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 36 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4-11 3/4" DH 2 over 2 7/8" 37A 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4-11 3/4" DH 2 over 2 7/8" 37B 1 1 Pella 3759 Arch Series Clad 3'-1 3/4"x 4-11 3/4" DH 2 over 2 7/8" 38 2 1 Pella 3757 Arch Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 39A 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 39B 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 39C 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 39D 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 40A 2 1 Pella 3359 Arch Series Clad 2'-9 3/4"x 4-11 3/4" DH 2 over 2 7/8" 40B 2 1 Pella 3359 Arch Series Clad 2'-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 41A 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 41 B 2 1 Pella 3741 Arch Series Clad &A 3/4"x 3'-5 3/4" DH 2 over 2 N/A r, MUNTIN KEY `FLOOR °Cty MANUF MODEL# STYLE FINISH ROUGH OPENING TYPE MUNTIN SIZE JAMB REMARKS 41C 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 41 D 2 1 Pella 3741 Arch Series Clad 3'-1 3/4"x 3'-5 3/4" DH 2 over 2 N/A 42A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 42B 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 43A 1 1 Pella 4129 Arch Series Clad 3'-5 3/4"x 2'-5 5/8" AWN 2w2h N/A 43B 1 1 Pella 4129 Arch Series Clad 3'-5 3/4"x 2'-5 5/8" AWN 2w2h N/A 43C 1 1 Pella 4129 Arch Series Clad 3-5 3/4"x Z-5 5/8" AWN 2w2h N/A 43D 1 1 Pella 4129 Arch Series Clad 3'-5 3/4"x 2-5 5/8" AWN 2w2h N/A 44A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 44B 1 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 45A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 45B 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 46A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 46B 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 46C 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 46D 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8" SKYLIGHT N/A N/A 47 1 1 Pella 3535 Arch Series Clad Z-11 3/4 x 2'-11 3/4" AWN 2h2w 7/8" Doors A 1 1 Pella 3882 Arch Series Clad 3'-2 5/8"x 6-10 French N/A N/A in-swing french door B 1 1 Pella 3882 Arch Series Clad 3'-2 5/8"x 6-10" French N/A N/A in-swing french door C 1 1 Pella 3482 Arch Series Clad 2'-10 1/4"x 6-10" French N/A N/A out-swing french door D 1 1 Pella 3482 Arch Series Clad 2'-10 1/4"x 6-10" French N/A N/A out-swing french door E 1 1 Custom Wood 2'-10 x 6-8" out-swing screen door F 1 1 Pella 7282 Arch Series Clad 6-0"x 6-10" slider N/A N/A french slider F.1 1 1 Pella 7225 Arch Series Clad 6-0"x 2'-1 3/4" transom 2h5w 7/8" make operable awning G 1 1 Pella 7282 Arch Series Clad 6-0"x 6-10" French N/A N/A 6 9/16" pair-in-swing french doors G.1 1 1 Pella 7225 Arch Series Clad 6-0"x 2'-1 3/4" transom 2h5w 7/8" make operable awning H 1 1F Pella 7282 Arch Series Clad 6-0"x 6-10" slider N/A N/A french slider HA 1 1 Pella 7225 Arch Series Clad 6-0"x 2'-1 3/4" transom 2h5w 7/8" make operable awning J 1 1 Pella 7282 Arch Series Clad 6-0"x 6-10" slider N/A N/A Ifrench slider K 1 1 Pella 3482 Arch Series Clad 2'-10 1/4"x 6-10" French N/A N/A in-swing french door 7282 6-0"x 6-10" pair of in-swing french doors L LL 1 Pella 3682 Arch Series Clad 3'-0 3/4"x 6-10" French N/A N/A &single fixed door M LL 1 Pella 6082 Arch Series Clad 5'-0"x 6-10" slider N/A N/A french slider N LL 1 Pella 6082 Arch Series Clad 5'-U'x 6-10" slider N/A N/A french slider O 1 1 Custom Wood 9'-0"w x 8'-0"h Sliding N/A N/A sliding barn door P 1 1 Custom Wood 2'-10 x 6-8" N/A N/A out-swing barn door Q 1 1 Pella 3482 Arch Series Clad Z-10 1/4"x 6-10" French N/A N/A in-swing french door R 1 1 Pella 3882 Arch Series Clad 3'-2 5/8"x 6-10" French N/A N/A in-swing french door S 1 1 Custom Wood 4'-6"w x 8'-0"h ea. N/A N/A pair of outswinging doors T 1 1 Custom Wood 4'-6"w x 8'-0"h ea I N/A N/A pair of outswinging doors Pella Products: 1.Clad Ultimate Series 5. Muntins: Simulated Divided Lite 7/8"w/spacers 2.Color: Eldridge Gray 6. Sill: Thickened sill 3.Glazing:insulating Low E w/Argon w/SDL in windows but not doors 7.Jambs:6 7/8"on all windows&doors-except 6 9/16"for those noted 4.Hardware: 8. Screens: Full screens on all windows 9.Jamb Liner: White ,N Schechter House-July 2,2015 211 Scudder Lane,Barnstable, MA 02630 Henrich Thompson Studios MARVIN Exterior Window and Door Schedule MUNTIN g KEY FLDOR, Qty',- MANUF MODEL# STYLE FINISH kOUGH-OPENING TYPE MUAITIhJ SIZE JAME3 ?REMARKS Windows _ width x height 1 -1 1 Marvin CAWN3032 Ultimate Series Clad 2'-7"x 2'-7 5/8" AWN 2w2h 7/8" 2 1 1 Marvin CAWN3032 Ultimate;Series Clad 2'-7"x 2'-7 5/8" _ AWN 2w2h 7/8" 3A 1 1 Marvin CUDH2622 Ultimate:Series Clad 2'-8 3/8 x 4'-4 7/8" DH 2 over 2 7/8" 3A.1 1 1 Marvin GUDHT2612 Ultimate Series Clad 2'-8 3/8 x 1'-8 3/16" Transom 1h2w 7/8" operable-awning 3B 1 1 Marvin CUDH2622 Ultimate:Series Clad 2'-8 3/8 x 4'-4 7/8 DH 2 over 2 7/8" 3B.1 1 1 Marvin C:UDHT2612 Ultimate Series Clad ?'-8 3/8 x 1'-8 3/16' Transom 1 h2w 7/8" operable-awning 3C 1 1 Marvin 13UDH2622 Ultimate:Series Clad 2'-8 3/8 x 4'-4 7/8" DH 2 over 2 7/8" _ 3C.1 1 1 Marvin C:UDHT2612 Ultimate Series Clad Z-8 3/8 x 1'-8 3/16' Transom 1 h2w 7/8" operable-awning 4A 1 1 Marvin CUDH3228 Ultimate Series Clad '3'-2 3/8"x 5-4 7/8" DH 2 over.? 7/8" 4B 1 1 Marvin CUDH3228 Ultimate Series Clad —3'-2 3/8"x 5'-4 7/8" DH 2 over'2 7/8" 5A 1 1 Marvin 13UDH2830 Ultimate;Series Clad 2'-10 3/8 x 5'-8 7/8" DH 2 over.? 7/8" tempered? _ 5B 1 1 Marvin CUDH2830 Ultimate Series Clad 2'-10 3/8 x 5'-8 7/8" DH 2 over 2 7/8" tempered? 6A 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over.? 7/8" 6B 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8"' DH 2 over 2 7/8" 6C 1 1 Marvin CUDH3228 Ultimate:Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over 2 7/8" 7A 1 1 Marvin CUDH2422 Ultimate Series Clad 2'-6 3/8"x 4'-4 7/8" DH 2 over 2 7/8" 7B 1 1 Marvin 13UDH2422 Ultimate Series Clad 2'-6 3/8"x 4'-4 7/8" DH 2 over.? 7/8" 8A 1 1 Marvin CUDH2424 Ultimate Series Clad 2'-6 3/8"x 4'-8 7/8" DH 2 over.? 7/8" 8B 1 1 Marvin 17,UDH2424 Ultimate Series Clad Z-6 3/8"x 4'-8 7/8" DH 2 over.? 7/8" 9 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over 2 7/8" 10A 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over.? 7/8" _ 10B 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over.2 7/8" 11A 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5-4 7/8" DH 2 over 2 7/8" _ 11 B 1 1 Marvin CUDH3228 Ultimate Series Clad 3'-2 3/8"x 5'-4 7/8" DH 2 over 2 7/8" 12 1 1 Marvin CAWN3636 Ultimate Series Clad 3'-1"x 2'-11 5/8" AWN 2h2w 7/8" 13A 1 1 Marvin CAWN3636 Ultimate:Series Clad _ 3'-1"x 2'-11 5/8" AWN 2h2w 7/8" 13B 1 1 Marvin CAWN3636 Ultimate Series Clad 3'-1"x 2'-11 5/8" _ AWN 2h2w 7/8" 13C 1 1 Marvin CAWN3636 Ultimate Series Clad 3'-1"x 2'-11 5/8" AWN 2h2w 7/8" 14 1 1 Marvin CUDH2824 Ultimate Series Clad 2'-10 3/8"x 4'-8 7/8" DH 2 over ? 7/8" 15A 1 1 Marvin CUDH2422 Ultimate:Series Clad 2'-6 3/8"x 4'-4 7/8" DH 2 over''<? 7/8" 15B 1 1 Marvin CUDH2422 Ultimate;Series Clad 2'-6 3/8"x 4'-4 7/8" DH 2 over`? 7/8" 15C 1 1 Marvin 17,UDH2422 Ultimates Series Clad 2'-6 3/8"x 4'-4 7/8"� DH 2 over ? 7/8" 16 1 1 Marvin 17,UDH2824 Ultimate Series Clad 2.'-10 3/8"x 4'-8 7/8' DH 2 over:2 7/8" 17A 1 1 Marvin 13UDH2824 Ultimate:Series Clad 2'-10 3/8"x 4'-8 7/8' DH 2 over.? 7/8" 17B 1 1 Marvin CUDH2824 Ultimate:Series Clad 2'-10 3/8"x 4'-8 7/8" DH 2 over 2 7/8" 18 1 1 Marvin CUDH2424 Ultimate Series Clad Z-6 3/8"x 4'-8 7/8" DH 2 over.2 7/8" 19A 1 1 Marvin CUDH2424 Ultimate Series Clad 2'-6 3/8"x 4'-8 7/8" DH 2 over 2 7/8" 19B 1 1 Marvin 17,UDH2424 Ultimate Series Clad 2'-6 3/8"x 4'-8 7/8" DH 2 over 2 7/8" 20 1 1 Marvin CUDH1622 Ultimate:Series Clad 1'-10 3/8"x 4'4 7/8" DH 2 over 2 7/8" 20.1 1 1 Marvin C:UDHT1612 Ultimates Series Clad 1'-10 318"x 1'-8 3/16" Transom 1h2w 7/8" operable-awning Wetzel House 1 of 3 Marvin Window and Doom MUNTI v N KEY," FLOOR .Qty ,MANUF MODEL# ST'fLE=• FINISH ROUGH OPENING TYPE' MUNTIN `'"`SIZE JAMB _i REMARKS " `V 21A 1 1 Marvin OUDH3222 Ultimate:Series Clad 3'-2 3/8"x 4'-4 7/8" DH 2 over 2 7/8" 21A.1 1 1 Marvin CUDHT3212 Ultimate:Series Clad '-2 3/8"x 1'-8 3/16' Transom lh2w., 7/8" operable-awning 21 B 1 1 Marvin CUDH3222 Ultimate:Series Clad T-2 3/8"x 4'-4 7/8' DH 2 over 2 7/8" 2113.1 1 1 Marvin OUDHT3212 Ultimate;Series Clad _'-2 3/8"x 1'-8 3/16" Transom 1 h2w. 7/8" operable-awning 21C 1 1 Marvin ��UDH3222 Ultimate:Series Clad 3'-2 3/8"x 4'-4 7/8" DH 2 over.! 7/8" 21 C.1 1 1 Marvin C<UDHT3212 Ultimate:Series Clad -2 3/8"x 1'-8 3/16' Transom 1 h2w, 7/8" operable-awning 21 D 1 1 Marvin C�,UDH3222 Ultimate Series Clad :3'-2 3/8"x 4'-4 7/8" DH 2 over 2 7/8" 21 D.1 1 1 Marvin CUDHT3212 Ultimate;Series Clad '-2 3/8"x 1'-8 3/16" Transom 1 h2w, 7/8" operable-awning 22 1 1 Marvin OUDH1622 Ultimate Series Clad T-10 3/8"x 4'-4 7/8" DH 2 overt? 7/8" 22.1 1 1 Marvin C.UDHT1612 Ultimate.Series Clad 1`-10 3/8"x 1'-8 3/16" Transom 1 h2w. 7/8" operable-awning 23 1 1 Marvin CUDH2828 Ultimate:Series Clad 2'-10 3/8 x 5'-4 7/8' DH 2 over 2 7/8" 24 1 1 Marvin CAWN3232 Ultimate Series Clad 2'-9"x 2'-7 5/8" AWN 2h2w. 7/8" 25A 1 1 Marvin CUDH3026 Ultimate Series Clad :3'-0 7/8"x 5'-0 7/8" DH 2 over 2 7/8" 25B 1 1 Marvin CUDH3026 Ultimate Series Clad :3'-0 7/8"x 5'-0 7/8" DH 2 over 2 7/8" 25C 1 1 Marvin CUDH3026 Ultimate Series Clad 3'-0 7/8"x 5'-0 7/8" DH 2 over 2 7/8" 26A 1 1 Marvin CUDH3026 Ultimate Series Clad :3'-0 7/8"x 5'-0 7/8" DH 2 over.? 7/8" 26A.1 1 1 Marvin CUDHT3012 Ultimate Series Clad :3'-0 3/8 x 1'-8 3/16" Transom 1 h2w.. 7/8" operable-awnings 26B 1 1 Marvin CUDH3026 Ultimate:Series Clad 3'-0 7/8"x 5'-0 7/8" DH 2 over 2 7/8" 26B.1 1 1 Marvin CUDHT3012 Ultimate:Series Clad T-0 3/8 x 1'-8 3/16" Transom 1 h2w 7/8" operable-awning 26C 1 1 Marvin CUDH3026 Ultimate Series Clad .3'-0 3/8"x 5'-0 7/8" DH 2 over t? 7/8" 26C.1 1 1 Marvin CUDHT3012 Ultimate Series Clad 3'-0 3/8 x 1'-8 3/16" Transom 1 h2w 7/8" _operable-awnings 26D 1 1 Marvin CUDH3026 Ultimates Series Clad T-0 7/8"x 5'-0 7/8" DH 2 over 2 7/8" _ 26D.1 1 1 Marvin CUDHT3012 Ultimate:Series Clad ;'T-0 3/8 x 1'-8 3/16" Transom 1h2w 7/8" operable-awning 27A 1 1 Marvin CUDH2O14 Ultimate Series Clad 2'-2 3/8"x 3'-0 7/8" DH 2 over 2 7/8" 27B 1 1 Marvin OUDH2O14 Ultimate Series Clad 2'-2 3/8"x 3'-0 7/8" DH 2 over'2 7/8" 28A 1 1 Marvin GUDH2O14 Ultimates Series Clad 2'-2 3/8"x 3'-0 7/8' DH 2 over'.2 7/8" 28B 1 1 Marvin OUDH2O14 Ultimate Series Clad Z-2 3/8"x 3'-0 7/8" DH 2 over75 7/8" 29 1 1 Marvin CUDH2426 Ultimate Series Clad _�Z-6 3/8"x 5'-0 7/8' DH 2 over..? 7/8" 30A LL 1 Marvin CAWN3232 Ultimate:Series Clad 2'-9"x 2'-7 5/8" AWN 2h2w. 7/8" 30B LL 1 Marvin ("AWN3232 Ultimate Series Clad 2-9"x 2'-7 5/8" _ AWN 2h2w 7/8" 31 LL 1 Marvin CUDH3024 Ultimate;Series Clad 3'-0 3/8"x 4'-8 7/8" DH 2 over.? 7/8" 32A 1 1 Marvin tAWN3636 Ultimate:Series Clad � 3'-1"x 2'-11 5/8" AWN 2h2w, 7/8" _ 32B 1 1 Marvin CAWN3636 Ultimate Series Clad i 3'-1"x 2'-11 5/8" _ AWN 2h2w, 7/8" 33 1 1 Marvin CAWN3636 Ultimate Series Clad � 3'-1"x 2'-11 5/8" AWN 2h2w. 7/8" 34A 1 1 Marvin CUDH2822 Ultimate Series Clad -10 3/8"x 4'-4 7/8'_ DH 2 over.? 7/8" 348 1 1 Marvin CUDH2822 Ultimate:Series Clad 2'-10 3/8"x 4'-4 7/8" DH 2 over 2 7/8" 35 2 1 Marvin CUDH2822 Ultimate Series Clad -10 318"x 4'-4 7/8" DH 2 over'2 7/8" 36 1 1 Marvin CUDH3226 Ultimate;Series Clad T-2 3/8"x 5'-0 7/8" DH 2 overt? 7/8" 37A 1 1 Marvin CUDH3226 Ultimate Series Clad 3'-2 3/8"x 5'-0 7/8" DH 2 over.? 7/8" 37B 1 1 Marvin CUDH3226 Ultimate Series Clad 3'-2 3/8"x 5'-0 7/8" DH 2 over 2 7/8" 38 2 1 Marvin CUDH3224 Ultimate3 Series Clad 3'-2 3/8"x 4'-8 7/8" DH 2 over 2 7/8" 39A 2 1 Marvin OUDH3216 Ultimate Series Clad 3'-2 3/8"x 3'-4 7/8" DH 2 over 2 N/A _ 39B 2 1 Marvin CUDH3216 Ultimate:Series Clad :3'-2 3/8"x 3'-4 7/8" DH 2 over 2 N/A 39C 2 1 Marvin �UDH3216 Ultimate:Series Clad Y-2 3/8"x T-4 7/8" DH 2 over 2 N/A 39D 2 1 Marvin CUDH3216 Ultimate Series Clad :3'-2 3/8"x 3'-4 7/8" DH 2 over 2 N/A 40A 2 1 Marvin 17UDH2826 Ultimate Series Clad 2'-10 3/8"x 5-0 7/8" DH 2 over 2 7/8" 40B 2 1 Marvin 17,UDH2826 Ultimates Series Clad 2'-10 3/8"x 5'-0 7/8" OH 2 over.2 7/8" 41A 2 1 Marvin CUDH3216 Ultimate Series Clad T-2 3/8"x 3'-4 7/8" DH 2 over 2 N/A 41 B 2 1 Marvin CUDH3216 Ultimate Series Clad :3'-2 3/8"x 3'-4 7/8" DH 2 over 2 N/A Wetzel House 2 of 3 Marvin Window and Door.; L _ ! KEY FLQOR Qty' .MANUF :MODEL-# ST`i'LE.; �: FINISH ;;9?OUGH OPENING TYPE M111�T1Id CMS ZE N JAMK it REMARK$ ?" 41C 2 1 Marvin`: CUDH3216 Ultimate Series Clad 3'-2 3/8"x 3'-4 7/8"; DH 2 o er 2 N/A 41 D 2 1 Marvin: OUDH3216 Ultimate Series Clad 3'-2 3/8"x 3'-4 7/8'° DH 2 o'er 2 N/A 42A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8". SKYLIGHT NIA N/A 42B 1 1 Velux:' VSE-M04 alum 30 1/16"x 37 7/8 SKYLIGHT N+A. N/A 43A 1. 1 Marvin'. 13AWN3628 Ultimate Series Clad 3'-5"x 2-3 5/8" AWN 2w2h N/A 43B 1: 1 Marvin CAWN3628 Ultimate Series Clad 3'-5"x 2'-3 5/8" AWN 2w12h N/A 43C 1 1 Marvin.. CAWN3628 Ultimate Series Clad 3'-5"x 2'-3 5/8" AWN 2w2h N/A 43D 1 1 Marvin CAWN3628 Ultimate Series Clad 3'-5"x 2'-3 5/8" AWN 2w2h N/A 44A 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8":1 SKYLIGHT N A:. N/A 44B 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8 SKYLIGHT NYA N/A 45A 1 1 Velux VSE-M04 alum ': 30 1/16"x 37 7/8"... SKYLIGHT WA N/A 458 `1 1 Velux' . VSE-M04 alum 30 1/16"x 37 7/8"„ SKYLIGHT N?A N/A 46A `1 1 Velux' VSE-M04 alum 30 1/16"x 37 7/8 SKYLIGHT WA N/A 46B 1 1 Velux VSE-M04 alum 30 1/16"x 37 7/8 SKYLIGHT NIA N/A 46C '1 1 Velux .: VSE-M04 alum `: 30 1/16"x 37 7/8 SKYLIGHT NIA N/A 46D 1 1 Velux" VSE-M04 alum 30 1/16"x 37 7/8 SKYLIGHT NIA NIA 47 1 1 Marvin CAWN3636 Ultirate Series Clad 3'-1"x 2'-11 5/8" AWN 2w2h 7/8" Doors A ;1 1 Marvin 3068 Ultimate Series Clad 3'-2 7/16"x 6-10 1/2" French NIA N/A in-swing french door B 1 1 Marvin 3068 Ultirj ate Series Clad 3'-2 7/16"x 6-10 1/ French NIA N/A in-swing french door C 1 1 Marvin' 2868 Ultimate Series Clad :2'-10 7/16"x 6-10 1/2" French N.+A N/A out-swing french door D 1 1 Marvin; 2868 Ultimate Series Clad 2'-10 7/16"x 6'-10 1/2" French WA N/A out-swing french door E 1 1 Custom. Wood 2'-10 x 6-8" out-swing screen door F 1 1 Marvin': 6068 Ultirate Series Clad 6-1 7/16"x 6-10 1/2" slider NIA N/A french slider F.1 1 1 Marvin`' 13AWN7232 Ultioy ate Series Clad 6-1"x 2'-7 5/8" AWN 2h`5w 7/8" G 1 1 Marvin' 6068 Ultimate Series Clad 6-1 7/16"x 6-10 1/2" French NFA N/A 6 9l16" pair-in-swing french doors G.1 1 1 Marvin` CAWN7232 Ultir#iate Series Clad 6-1"x 2'-7 5/8" AWN 2h5w 7/8" H 1 1 Marvin;: 6068 Ultimate Series Clad &A 7/16"x 6-10 1/1" slider N.A N/A french slider H.1 1 1 Marvin CAWN7232 Ultimate Series Clad 6-1"x 2'-7 5/8" .; AWN 2h5w 7/8" J 1 1 Marvin', 6068 Ultimate Series Clad 6-1 7/16"x 6-10 1/2" slider N.�A N/A french slider K 1 1 Marvin' 2668 Ultimate Series Clad `` 2'-8 7/16"x 6-10 1/2" French NfA N/A in-swing french door L LL 1 Marvin: 8068 Ultimate Series Clad 8'-10 13/16"x 6-10 172" French N.'A N/A pair-in-swing french doors M RL 1 Marvin? 5068 Ultimate Series Clad 5'-1 7/16"x 6-10 1/2" slider WA N/A french slider N LL 1 Marvin„ 5068 Ultimate Series Clad 5'-1 7l16"x 6'-10 1/2" slider N;+A N/A french slider O 1 1 Custom; _ Wood V-0"w x 8'-0"h Sliding WA N/A sliding barn door P 1 1 Custorrj Wood 2'-10 x 6-8" N.?A N/A out-swing barn door Q 1 1 Marvin?' 2868 Ultimate Series Clad F,2'-10 7/16"x 6-10 1/2" French NYA N/A in-swing french door R 1 1 Marvin. 3068 Ultimate Series Clad 3'-2 7/16"x 6-10 1/2" French NA N/A in-swing french door S 1 1 Custom; Wood 4'-6"w x 8'-0"h ea. 1pair of outswinging doors T 1 1 I Custom; Wood ' 4'-6"w x 8'-0"h ea;. NYA N/A pair of outswinging doors Marvin Products: 1.Clad Ultimate Series 5. Muntins:Simulated Divided Lite 7/8"w/spacers 2.Color:Cadet Gray 8. Sill: Thickened sill 3.Glazing: insulating Low E w/Argon w/SDL in windows but not doors 7.Jambs:6 7/8"on all windows&doors-except 6 9/16"for those noted 4. Hardware: 8. Screens: Full screens on all windows 9:Jamb Liner: White Wetzel House 3 of 3 Marvin Window and Doors I Anderson 781-857-1000 Fax 781-857-1054 Ensulation, Inc. www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED Underside of Roof R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in Underside of Roof R-46 Icynene Open Cell Spray Foam Insulation LDC 70-11.51n EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Basement Blockers&Runners R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin - Walk-out Walls R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Basement Walls R-21 Icynene Closed Cell Spray Foam Insulation Pro Seal-3in Wall Betw,Fin/Unfin Areas Dow Thermax 3/41n White Foil Embossed Polyiso Board R-4.9 Wall Betw Fin/Unfin Areas R-15 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Basement Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Crawl Ceiling R-30 10 X 16 Kraft faced Fiberglass Batts Basement Ceiling R-30 9 1/2 X 16 Unlaced Fiberglass Batts Bedroom Walls R-19 6 X 15 Unlaced Fiberglass Batts Bedroom Walls R-13 3 1/2 X 15 Unlaced Fiberglass Batts Bath Walls R-13 3 1/2 X 15 Unfaced Fiberglass Batts Bath Walls R-19 6 X 15 Unfaced fiberglass Batts _f t~ Underside of Roof R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.51n 'r t EXT.Walls 2x6 R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin EXT.Walls 2x4 R-14 Icynene Open Cell Spray Foam Insulation LDC 70-3.5inLo Garage/House Wall R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin E Floor R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.Sin Wall Betw Fin/Unfin Areas R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Garage Ceiling R-30 Icynene Open Cell Spray Foam Insulation LDC 70-7'.5in Garage Walls R-19 6 X 15 Unlaced Fiberglass Batts Garage Walls 4 Mil Polyethelene Vapor Barrier Customer: John Squibb Job Number: 221164 Job Address 211 Scudder Lane-Barnstable Date Completed: 1 "1 2 U' tA I Iler i9 lure I . ' l i REScheck Software Version 4.6.2 C�J( Compliance Certificate Project Schechter Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,479 ft2 Glazing Area 25% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 211 Scudder Lane SUS po�.S'�G�� n Barnstable,MA J (-J SV vl16 J Compliance: 2.2%Better Than Code Maximum UA: 2032 Your UA: 1009 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 @Maw a • amm @a= DV4 an Basement Wall 1: Solid Concrete or Masonry 1,161 11.0 0.0 0.061 60 Wall height:9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1:Wood Frame:Double Pane with Low-E 174 0.300 52 Wall 1: Wood Frame, 16"o.c. 6,058 19.0 0.0 0.060 282 Window 2:Wood Frame:Double Pane with Low-E 1,358 0.300 407 Ceiling 1: Cathedral Ceiling 4,062 38.0 0.0 0.027 108 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 80 0.300 24 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,296 30.0 0.0 0.033 76 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requireme is lis ed in the REScheck Inspection Checklist. i a? ae1J — Name-Title I nature Date Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Pagel of 8 Schechter\Schechter 9-29-15.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, .',Construction drawings and ;❑Complies 103.2 !documentation demonstrate . I❑Does Not [PR1]1 :energy code compliance for the ;building envelope. IE]Not Observable ❑Not Applicable 103.1, ;Construction drawings and 10Complies i 103.2, !documentation demonstrate ❑Does Not 403.7 energy code compliance for 1 QNot Observable (PR3] ;lighting and mechanical systems. - , !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: i Heating: ;[ Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA 0 EManual J or other methods I Cooling: j Cooling, QNot Observable Btu/hr Btu/hr - QNot Applicable approved by the code official. I pp Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 2 of 8 Schechter\Schechter 9-29-15.rck Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions 402.1.1 ;,Conditioned basement wall ', R- R- 'OComplies ;See the Envelope Assemblies [F0411 insulation R-value.Where interior: R R_ ODoes Not ;table for values, insulation is used, verification ; may need to occur during ; ONot Observable Insulation Inspection. Not ; ,ONot Applicable required in warm-humid locations In Climate Zone 3. ; 303.2 :Conditioned basement wall OComplies [F0511 !insulation installed per E]Does Not manufacturer's instructions. []Not Observable ;[]Not Applicable 402.2.8 ;Conditioned basement wall ft ; ft . Complies See the Envelope Assemblies [F0611 ;Insulation depth of burial or ; ; ;Does Not ;table for values. distance from top of wall. ; ; Not Observable 0Not Applicable 303.2.1 A protective covering is installed C]Complies [F011]z to protect exposed exterior 'ODoes Not l insulation and extends a , minimum of 6 in. below grade.. ONot Observable llNot Applicable 403.8 Snow-and Ice-melting system OComplies [FO1212 controls installed. Moes Not ;[]Not Observable 3 jONot Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 3 of 8 Schechter\Schechter 9-29-15.rck Section Plans Verified Field Verified # Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- ;❑U- Complies ;See the Envelope Assemblies 402.3.1, average). 3❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ; ;❑Not Applicable ; [FR2]1 i I I I I I i 1 t 7 303.1.3 U-factors of fenestration products I❑Complies [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. {. ❑Not Observable i0Not Applicable ; 402.1.1, :Skylight U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, table for values. . `❑Does Not 402.3 , 402.5 ❑Not Observable (FR5]1 ,❑Not Applicable ; f 1 1 i i I 3 I 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not j Instructions. e ❑Not Observable _ k❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting , ❑Does Not :AAMA/WDMA/CSA 101/l.S.2/A440 : or has infiltration rates per NFRC . ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.4 {IC-rated recessed lighting fixtures ❑Complies [FR16]2 isealed at housing/interior finish ❑goes Not 3 land labeled to indicate 52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- R- ;❑Complies [FR12]1 1 Insulated to;-_R-8.All other ducts R_ R_ ;❑Does Not in unconditioned spaces or 19 ,outside the building envelope are: 3❑Not Observable ;insulated to>_R-6. ; ; ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers,and filter boxes are ❑Does Not ;sealed. []Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies { [FR15]3 ducts or plenums. ❑Does Not ; 4) JC]Not Observable ❑Not Applicable i 403.3 HVAC piping conveying fluids ; R- R- ,❑Complies [FR17]2 above 105 QF or chilled fluids ![]Does Not { below 55 OF are insulated to zR- $ 3 ; ;[]Not Observable ; f❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies (FR24]1 :piping. []Does Not j❑Not Observable g❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ,❑Complies [FR18]2 zR-3. ❑Does Not J []Not Observable i ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 4 of 8 Schechter\Schechter 9-29-15.rck �I , Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable E ,[]Not Applicable ; Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 5 of 8 Schechter\Schechter 9-29-15.rck L r Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.iD 303.1 1All installed insulation is labeled ❑Complies [IN1312 for the installed R-values 10Does Not provided. '[]Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ![]Does Not ;table for values. [ 111 :[3 Steel ❑ Steel ;❑Not Observable ❑Not Applicable j r 303.2, ;Floor insulation installed per ;❑Complies 402.2.7 :manufacturer's instructions, and ❑Does Not [IN211 :in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable ; 402.1.1, ;Wall insulation R-value. if this is a: R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least Y2 of the =❑ Wood ;❑ Wood ;❑Does Not E table for values. 402.2.6 ;wall insulation on the wail ❑ Mass ❑ Mass :❑Not Observable [IN311 exterior,the exterior insulation ; j :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable : : f , R : 303.2 ;Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. s I❑Does Not J❑Not Observable I❑Not Applicable 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane- Page 6 of 8 Schechter\Schechter 9-29-15.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD 402.1.1, :Ceiling Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ woo 402.2.6 d 1ODoes Not :table for values. 402.2. Steel ❑ Steel :❑Not Observable f ; (Fill' ;❑Not Applicable 4 �1 i , t 303.1.1.1,,Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every 1300 ft2. '❑Not Observable F ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 I insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation 2!R-value of the ❑Does Not :adjacent assembly. ❑Not Observable I j :❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies ; [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable f❑Not Applicable ' 403.2.2 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 — ❑Does Not <=3 cfm/100 ft2 without air E handler @ 25 Pa. For rough-in ; ;❑Not Observable F tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated I❑Complies [F124]1 i by manufacturer at<=2%of Does Not design air flow. ❑Not Observable I❑Not Applicable 403.1.1 'Programmable thermostats ]❑Complies (1`19]2 installed on forced air furnaces. 311Does Not ❑Not Observable ❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. b❑Does Not 10) j ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [Flll]2systems have automatic or ❑Does Not iaccessible manual controls. J[]Not Observable S 3 ❑Not Applicable ; 403.5.1 'Ail mechanical ventilation system I ❑Complies [FI25]2 fans not part of tested and listed []Does Not I HVAC equipment meet efficacy i and air flow limits. []Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 :fixtures or 75%of permanent fixtures Not j ;fixtures have high efficacy lamps. I❑Not Observable Does not apply to low-voltage { ; lighting. J❑Not Applicable ` 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 7 of 8 Schechter\Schechter 9-29-15.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 'Compliance certificate posted. ,❑Complies [FI7]2 _ <$❑Does Not ❑Not Observable I I I❑Not Applicable 303.3 'Manufacturer manuals for ❑Complies [Fi18]3 mechanical and water heating []Does Not systems have been provided. } ❑Not Observable t ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schechter Report date: 09/29/15 Data filename: \\Sun-pc\workfiles\Check\REScheck\2015 Rescheck\211 Scudder Lane - Page 8 of 8 Schechter\Schechter 9-29-15.rck �J( 2012 IECC [energy Efficiency Certificate • c@ [Qra Above-Grade Wall 19.00 Below-Grade Wall 11.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): p ... t Window 0.30 Door Skylight 0.30 . p .. -put. -Al MOW Heating System: Cooling System: Water Heater: Name: Date: Comments P-k '284976 PM:54 CZ166* QUITCLAINI We,riume S.Ocvzich aiA W=ic Goach,W,Trwsi- oflte,'Srut JdAu Um..:T(&-'Jty,Tf USL undcr I)Lcbmfion of Trim,Au cA JawmV A 1956 and mmirdvi 04 Vis MwMAR Coury kftpjs;,ry Dctds iij Wv�L I GO I idfc ra 6 0 it C,f OIN F NI 1,L LI()N F.1(7,i I THLTNC�R,ED F I FTY'N-10 USA N D Af%.t b Ori!I DO DC)I.L,%RS, SMP4 10 RONA P.SulictIcr and Sarum hk*ixt(O 4btd wife-*i.'.cr=ty hy Ifir CMIZTVLY,.with a mhkg addrr-v.,of�;-S R*bb Road,WtM)m MA 074-97, uiIh gu6cl,,em c-<rive.w1rs. 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Tha"111 up.61C.iaj I u,o f Ill E:*1'n L-0 Strive di rm ttd Lj S,us Tt tiRtcR,la cu:c ill c,ac r*iv ek os it(jumd,and drlivv,T any`kOJ%Jt.dovumum IN nax=ary I-.,6TLCW31c k-fie Sak-L&L'I'v abrivt dew had proptof -i'vir comidmition cif fK1100. P;opicrty Ai!drc= 211 SCIAIJO La.-M. M A SIGN.-it'n?RNS ON fOLLOWN6 PAGE EEi �,�CQ4JMI k[U.li74S? C 0a65 Cats: 11-07 203i a 01.23sm Ctl : 963 o"Itt �ESdf3 Ceel $6r327.00 ,'ov S1s8 a1^A, .fifS -^'• 9AWMa" caubitS ERr tSF'TA5 =Aiar �, ii+w tl r►r b L'H Tt F LRIpCjY ;�4I 71 Y '"if ueu)s DOLA- tt-$7<2014 8 UL° 3aa CM: CW4 kcct slo) c fen s4r"5,00 en U"R"oFmoo f CUMNIONWE-kUM OF MA, Coo(IT.;:: �;..��'wc"i.�11����, .S5. ties 4��u..-�_M._..,.�1��,.vi` �L'f�' ?Dl i,i�Es��:siu;,sjx U�:z:•�i�,r+n t�3�D� pub r4-t�r mlly. 4p.wiiixil,Diane 3,(a 7ff. 'ct�c- :t; }x-^.i flA ,Pr,.an to mic or pJ2'+;�J .r�ms ihFc�tri�F., ,sstact�rry is*i��ri�_L c+fs=Jr:siif:;:.t,a;�r1..ti•:l� h ti►•a:; w-- w Rs+tr•(k iees�ami�>t fl ti�iat n susrr� f4�Igm l zns L'hc pn�,,iiit cir at2 fLI J 1e E"U13ICt3f.4�1r tii4C is a4^afTirrgtu It�IEC liY�f?F41S v4 t1lems Of Iln.:(forunicM aiF uvi.hSul ;irpl J—uritc i"i;it be:i ofritr kits :f2c atxi �c ef-ifId- u:krmIecf �5i;ir�2t�ti1 'fbc its sfz:o:3 putpusc. pp;' f>'+z lJtits )u ,iatt j 1 �-�...._ f4 °•+p�..�;t.:-ram_. NoL—:-1'Public �ki•'tiT s13'it?'�i�4t�13:;x.Zi`w�, f om:n�e.v4t -�+f=first �`misn7�r 2?.. ;s�517 't 1w .�AY Town ofBarnstable *P ermit# moires G riondis from issue dale Regulatory Sei-yiees Fee --X2 , � RMITThomas F.Geiler,Director nn Building Division I� APR 2 6 2010 Torn Perry,CBO Building g Commissioner TOWN OF BARNSZ,ABLE 200 Main Street,Hyannis,MA 02601 www.town.barnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6234 EzXTR ASS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid 3vithout Rerl X Press Inrprila 1 � Map/parcel Number"'�T- ®O ��',`�i S f Property Address �. Minimum lee of n25.�0 For work tinder SG{DOQ,00 ❑�idential Value of Work Owner's Name& Address �a le Contractor's Name , Telephone Numberz �� Home Improvement Contractor License#(if applicable) jQ 7� Construction Supervisor's License#(if applicable) orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [have Worker's Compensation Insurance Insurance Company Name , Workman's Comp.Policy Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) e-ro f(str' ping of sh,tngles All con ction debris will be taken to ❑Re-roof.(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. SIGNATURE Q:Forms:cxpmtrg Revise071405 Property Owner Must Complete & Sign This Form If lasing a Roofer l Builder. I (print) S, v as Owner / Agent of the subject property hereby authorizes Paul J. Cazeault& Sons Roofing Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: Address of Job Mfv b-24.-SC) Signature of Owner Mailing Address of Owner o\ Telephone# oDate (Please return this form to Cazeault roofing along with your signed contract; It is needed for us to obtain the building permit required.by your town, to complete your roofing project, thank you)fax#508-420-4555 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA Assessor's map and lot number /). ...G;L ..�.....e d K' 1 1. THE t0 G 8� SEPTIC SYSTEM MUST o Sewage Permit number •.••••�••�`•'•• ....•••••••••• INSTALLED IN COMPLIA .. a // WITH TITLE 5 AHF9TODLE, House number ' M".................�..................................... ;;NVIRONMENTAL CODE A G 0 MAY�\00 U 163 ��`" G� TOWN OF BARNS11WA. trTIONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO k/-. -/P`&S,/,�/d-4..c.(?r TYPE OF CONSTRUCTION ........14V. 602.4...�1-•!7.. ............................................ .................. ...............................f.. ..`. .19..f TO THE INSPECTOR OF BUILDINGS: The undersigned h rebyr�appli s f r a p/ermi©t according to th following infofrr oti?n: .1.Location `�.4c�. � ..Sr7 . .. ..... !'7�1.1.lJ. lfT. ................................................. ProposedU:s ..... . ................................................... ................... ........ki Zoning Distri�. ..................J .r.../......................................Fire District •.Y....... 1 Name of Owne ... ... Address . ! .. . .... . •QOQ`�`j� y Name of Builder /.Jli r(yyJ.�.'. .. Address l ,p Address ..... n..YT, . ... ...q.�n..ea..Name of Architect .. rT !a/t r��i """ Number of Ro ms ........../�!. ...... ........ ...............................Foundation .... .1ed......................................... ee J G� f � 9 'Exterior ... . Roofing .........I .. SIS/) J.?� .�.ee_` ................ it �J Floors .... ....... ............... .....................................Interior ..... j�.. . �..J�`'.. ��f•/• . Ott lR.fl�7 . f a .Plumbing f'7 ? .4 ... 7 rirs,i; ...... . ........Q!`..�w!.......................................Approximate Cos ....„r `.41�... ................... ...... )Anitive P an Approved by Planning Board -----------_______-----------19_______. Area .,�..1.../2,... . ...1.. Diagram of of and Building with Dimensions Fee ....... ...Ser..e%...................... SUBJECT TO APP20VAL OF BOARD OF HEALTH C�NcY OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License .Uo 'OOCH, F. W. MR. & MRS. 00, No ..MD.... Permit for ...QxLe-..SLcxny.............. ....................... Location .-211..5.cuddP-,6Laj1e........................... Barnstable ............................................................................... Owner ......F.-M.....G.O.Q.ch Type of Construction Frame .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ....... .............19 85 Date of Inspection ...........19 to Completed .............. 19 > cc 0 z M JE 0 M — 7- z , p4 ztj- , n IE Architect: NENRILN THOP"SO!SNDI05 Drawing List: � °A" VENUE 0213q PH, 611-516-2191 _ ARCHITECTURAL COVERSHE ET 4 SITE PLAN DIOO KEF101.InoN PLAN KEY A101 pY62FLEVEI.PLAN ATWN PLAN A AIOI FIRST FLOOR PLAN 13 NNS TABLE �� A 0 EXTERIOR E1F/A .ROOF PLAN A202 EMERIORELEVATIONS �� A901 ELI02 W 1-01N6 S TIONS fAN0N1oGf ,; OR A503 m LOIHS SFCTI� ROX, __ A304 eU1LDIN&SEOnoNS / '�- 5TRUGTURAL Si �1146,PLANS \\ v I FR-11 G PLANS \\ 510 FRAMING PLANS � 1\ 5103 NOTES DETAILS L'pegWtgp(q; Str wa1 ENI— 660 WALNR STREET 02459 PH. 611 GEN 61 MA FM. 611-244-I192 \ I \ 1.45 AG I 23 11 2O 19 1 18 I1 16 /15 14 I3 con S DETE RS REVIEWED O m Q $ -�Q `2. BARNSTABLE BUILDING DEPT. DATE -r�,� 20 21 10 2 FIRE DEPARTMENT DATE W " ` BOTH SIGNATURES ARE REQUIRED FOR PERMITING ►� ` -L24 -- -- cn FLA6POLEO�_\ '1 305 8 1 O �0 r Z / Q 26 0WNe1S: / I I PAVED r I 31 DRIVE 211 SGUDDER LANE r' 32 32 BARNSTAeLE,MA 02630 A 3 PARKING _3'f TRAVELED WAY Site Plan j Na. RONebn Wb SCHECHTERfilrousED— PEFS11T SET se: 5d3'fB'®ER D,2015 PrOfBN No. DieMr9 Nate: 211 SCUDDER LANE - BARNSTABLE, MA 02630 F4 Site Plan `ry ShWN-W.. ..f A (,1 Barnstabk Harbor BARNSTABLE HARBOR LOQU$ 0 MHW Z - APPROX. O Ro�ood TOE OrB qNk LOCUS MAP SCALE 1"=2000't A ASSESSORS MAP 259 PARCEL 008 DWELLING IS WITHIN FLOODZONE X DATUM: NAVD '88 ZONING SUMMARY LOT AREA EXISTING 5 BEDROOM SEPTIC SYSTEM INSTALLED 2014 ZONING DISTRICT: RC-2C DISTRICT 1.45 ACt MIN. LOT SIZE 87,120 SF MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30, MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' SITE IS LOCATED WITHIN AQUIFER PROTECTION DISTRICT ASSESSORS MAP 259 PARCEL 8 ./ 17 DWELLING IS WITHIN FEMA FLOOD ZONE X 18 ALL WORK TO OCCUR GREATER THAN 100' / TO ISOLATED WETLAND ON ABUTTING N 19 PROPERTY 1 0 GAL. POLY 26 `PU CH MBER 20 OLY SEPTI RE-LOCATE 2'PRESSURE- ti TANK�- LINE AS NECESSARY TO 2� O AVOID NEW CONSTRUCTION ti - NO LOW POINTS IN LINE O O O � 24 I (SLOPE TO DRAIN BACK TO .DECK 25 PUMP CHAMBER) __--PROP. I I I 2 I � � I 27 I I 28 SILL ELEV. I h 29 AT W/0._ II M ti� 22 2 `Oa PROP.PORCH FLAGPOLE SHED \ O i. N I 41 I / 30 I I REMOVE P ON EXISTING DWELLING OF DWELLING i LJ.I Z I Q EXISTING LEACHING FACILITY / I J PROP.DRIVEWAY I ODIFlCA ON UI I LLI I Q 1 / I i J I i PROP.E ANCE ( in PROP. o, GARAGE G 47, EXIST PAVED ^v '+i PROP D Y �_ eS.....__..__.......4 I PAVED _ W DRIVE MOD -C_.CN W "'� DRIVE I j LEC. W II .rt•- �32 J ETE GRAVEL t 5� �'• j4 �_ -� RO R T. WALL PARKING II �I (DESIGN BY I OTHERS) 35 _ I i k ✓ I 4 i 33t ----------- __ .�, PROP. RE-GRADING(TYP) --------- - TRAVELED WAY SITE PLAN OF 211 SCUDDER'S LANE BARNSTABLE PREPARED FOR I off 508-362-4541 tax 508-362-9880 ���,ZN OF MASS4 downcope.com © = DANIEL °y�sm ROBERT & SUSAN SCHECHTER A. down cope engineering,iac. >+ OJAIA No.40980„ N SEPTEMBER 21, 2015 civil engineers O,Ess\0 land surveyors "roosu io Scale:1"=20' 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 1` DATE DANIEL A. OJALA, P.L.S. 0 10 20 30 40 s0 FEET Architect: • • 1�lRIOI!TM011.TON 5TVO1O5 33 6L@6bOD AVEN,E 6AF83 DSE,MA 02139 Rl. 611-91b-3191 2o.ease _H taN9PI06t, /.��� tl145 �Ql' i1 � \ COIISIIhBilts: &Olmvel Elgllmr SIB98-ASSOOIATES \� NEWTON CENTRE MA 02434 \\\Z R. 611-24 1613 ♦\'< FAX. 6I1-314-I133 ji I y1t 1 \ I O xD LW r \1 v L 1 1 _ 1 1 4 � I I ♦\ v♦ f l I I I F I It i 4 1. 1 \\♦\\�,. I � I � I � Owners: I I ! I L ! 'J15M1 AND BOB SLHELIITER 211 SOJODHt LANE BARNSTA ,MA 02630 1 1 1 1 1 SCALE.V4'-1'4• I I I I . 1 1aa1••la•Laaaaaaa� • 'r 1 j � - � 1 � 1 O 1 I 2 4 B --------------- T I i t I I i 1---'_`---^------------------'------------------- - ------,-- No. ReNebn Beb IYun FE IT SET Bale: SEPIEFIBER 23,2015 v - Raptl No. ' / BreMnp Nara: Lower Level/ Basement n Demolition Plan Lower ve Lel/Basement Demolition Plan w � Scales 1/4'_.V-O' D 100 Architect: HIEM 1 THO—SON 5TW105 53 6LHJN000 AVDIR G� ,M 0215 PH. 611-516-2191 .. III'' �LNa.Otlia L. ® i I I ;t I CO11Snh8rILS: - II sN=.b1el E�plree�' SIE6E1.A550 z I BGO HAlllff STREET /✓B'tfON 0�HA 024 '/ PM• 611-2 -I61] - ❑ FAX. 611-24 1'0] 3 Second Floor Plan c�� W 0 Ca, f mm a Ca Co) Coy Co, `� \--' --- - -i —-—---- Co) o�O • i _ I I orl --- 1��w.e-m Owners: O 2115LUD�0H2�BLA1 � - , aARNsTA5LE.MA 036W t SCALE.V4•,I.O• MATCH LINE A' - 6/ m / MATCH LINE A 0 Ir1..11�� U MATCH LINE A MA LI I I - I I CJ R.6 I I � I I I II Iy PH IT SET I c­ 59remsa a,gas � Oree'Inp Nate: w Key Plan �a w spa Lower Level& Foundation Plan 2 First FloI/8or Plan SGALE� A 000 Archiw: 1®1RI Tmo'1PSRa STUDIOS SS&LEW400D AVEMAE 0 CAIMME,-21MAM 02139 611-516 44 ---------------------------------------------------------------- F---------------------------j 9 MATCH LINE A MATCH LINE A C) ------------------------------------------ 4-------------------------------------- -------------------------________________--------------------------------- Consultants: "b") 5156EL ASS�IATM OW�STREET 10YTM CE-�-MA 02454 611-2�1612 FAX 611-2�1752 OO -.__ ]a�T T -s=v, =v, r2 T.— my --------------7- ----- ®A --- ------------ -------------- 1 —-------- 2�1 < LU 0 LJ Foundation Plan Barn ---------- ------------------------- --------------------- 4------------------------------------ ------------------------------------------------------ -------------------- ------------------------------------------------------- Ownm: ---------- 211 LME s1f Arm BM SC.ECIMER BASEMENT AREA OAR�15TASLE,�026W TO= 0 1 2 4 ------ -- ---- 6 - --- ---/--------------------------- -------------------------------- - ---------------------------- EW- --------------- ----------------- van+Iy SET MATCH LINE A Dam: SEPTBGER 25,] 5 MATCH LINE A FI Lower Level Plan -------------------------------- ......................................... -------------------------------------------------------------- ----------- Foundation Plan �o House A 100 Architect: I�dtIC11 TIIOF1�iGN 5NDI05 33 6LBet000 AVBUE GAMBRI05E,MA 02139 PH, bll-Sl6-2191 J I tr ___________ ear—___-i N.O ® MATCH UNE A X�wT•i/1 n'<o ni II 1 -; MATCH LINE A N egoI I___ ®_ e Z a 8 -r'r I �� F I ® SWmel Elpineec ------------ X i e�6o vv.LHir sI1REEr t0•IfON GB1 161 MA 01459 FAX, 611-2/1-1T32 O ® t GARAGE 43x ry 46 � ,� »• ® ® > >.e First Floor Plan - Barn \4 y w m 13ATH e. Oa O OO _ GREEN PORCH / O OI I R b ® rtlY I I \ I Owners: 5�AIID BOB SfAffGHTER O 211 5C4120M LANE BARN5TABLE,MA 02630 SCALP,I/4'-1'-0' h = O I 2 4 B O KITGHEN/DINING/FAMILY O� o O IIA 116 ---------- -------- k _ •t,• I v. © ® i LAUNDRY/PANTRY �• d I MUDROOM — ��^ 0..... Imux PERMIT 5ET jr Deb: SEPfB'�ER 13.1015 ® ® ® � I I •• 1 1 MATCH LINE A I I I I ,_ Plvbtl No. 1� � � N� N N F ,� P�' •>'- I,�IIb' DRWnB Nene: MATCH LINE A 1 eJ• 1 e,v a nzy n n ' �' First Floor Plan �` � Ii 1 ea ea -'-5TA�1 i i ® W sleet numea: - First Floor Plan - ouse E_-- 101 SCALE, I/4"=I'-p• A I ---------------- -- ! 1 Architect: HENRICH THOMPSON STUDIOS 33 GLENWOOD AVENUE CA BRIDGE MA 02139 GENERAL CONDITIONS ROUGH CARPENTRY PH: 617-576-2191 1. ALL WORK SHALLCOMPLY WITH THE REQUIREMENTS Of THE COMMONWEALTH OF MASSACHUSETTS STATE 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THEAMERKANINSTITUTEOF 1X6 EXT WALL BUILDING CODEEIGNTH[DNON. TIMBER CONSTRUCTION TIMBER CONSTRUCTIONSTANDIRDS'-ARC IOO. BLOCKING PANELS#I6'OC 2. GL MUSTBWDD'ACTLYWHAT IS SHOWN ON STRUCTURM DRAWINGS.ANY PROPOSED DEPARTURES 2. WHEN NOT OTHERWISEIDENTIFlED,ALL WOOD BEAMS J06T5,RAFTERS,HEADERS,STRINGERS,PIATES, ;r WALL SHEATHING TO MATCH ROOA DEPTH FROM WH,ST61NDNATNMUSTOfREVIEWED WITH THEINGINERIPRIOA TOCONSNUCTWN.ALL AND SILLS SHALL BE SPRUCE PINE 02 OR AMER,WITH MINIMUM A-875 PM$INCUUSQAND Fb- �����. hb PT D iL0OR SNEAKING UNAUTHORIZED TO THEAPPROVED DRAWINGS MUST BEREMOVEDANDREPLACEDAT THE Joao PSI OILPETIfM USQ,AND ESHALL BE t,400,000PSI OR AMER. ' ANCHOR SOLR#4'-0'0(�_ -/ CONTRACTOR'S EXPENSE 3. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR HEM-FIR,GRADED SNO'GRADE,I2 OR 3. ENGINEER'SOESIGN6IXRI9DFROMASSUMEOFIELDCONDnMW ANYD601EPAM0ESSETWEEMWHAT BEETFR. SWOWraI En 1-75HORMMR 6 SHOWN ON OUR DOCUMENTS AND WHAT IS FOUND IN THE HELD MAY CHANGE THESTRUCTURAL /. EYE.BEAMS,AS NOTED ON PW6,SHALL HAVEA MINIMUM ED-310O PSI,f-ZMOOOPSL AND Fv-285 Engineer. II VERT MR 0I8'0( II'I-J06F DESIGN,AND MUSTIMMEDURLY BE BROUGHT TO THEENGINEEWSATTENYMNPRIOR TOANY { PM.LYL AFAMS SHALL BE YFRM-LAM'RY BOISfCASCADE.NO SUBSITNTIONS WILL BEA[CPRD, SIEGEL ASSOCIATES CONSTRUCTION. UNLESS THE ENGINEER SPECIFICAUVAPPROVESANOTHER PRODUR5U8MITTED BYTHECONTMOOR. 860 WALNUT STREET 2-15 HORIZONTAL 6 I° /. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS 5. WOOD 1'106ES SHALL BE'AJS'OR'BEI'RV BO6ECASCADE NOSUBS71TUTIONS WILL BEACCEPTED, NEWTON CENTRE,MA 02459 y PRIOR TOCOMMENCEMENTOf THE WORK,AND SHALL NOTIFY THE ENGWEERIMMEOWELYOFANT UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCTSUBAINTED BY THECONTPAOOR. PH: 617-244-1612 '�' •�� DISCREPANCIES UTWEENENGINEERINOANDAR(NHE(NINLDOCUMENIS. 5. THE 6 RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARYSHORIHG,BRACING,OR SHALL STRICTLY ADHERED TO.RECOMMENDATIONS TOA REAPING,REINFORCING CUTS,GWTICWRS,FAfiFNIM4 ETC, FAX: 617-244-1732 L/PT PLATE DOEIS@WITH;r R - PLYWOOD OD WALL HEATH)FD TO. - ANCHOR BOl15#1'-0'IX OTHERW6F PROTECTING Of NfSTRUCTUBE,SIRAND UTILITIES RN1Y DAMAGE WRING 6. DLYWOOD WALL SHEATHING,ROOF SHEATHING,ANDSUB{LOORING SIUIL&APR GRADE,TRADEMARKED (ONSFRUOION.NF ENBNDA6SPFCIFI7NG THE RN6HF0(ONMTION ONLY,WINOUTASSUMING C-D INTERIOR WITH EXTERIOR GLUE.SUBFNORING SHALL SE3/1'iHNK TONGUEANDGR00VL AND 10'(OM(RFTF KNOWLEDGE NORRESPONSIMUTYFORHOWTGHECONTRACTMSVILLACBEVE THIS RESULT. SHALL BEGLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING ROOF SHEATHING rT, FOUNDATIONWALL 6. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS;ETC,SEEAACHITECNRAL ORAWINGS SHML BE5/8'THICK WHENSUPPORTS ANESPACED AT 16-CFNRRS NRN'CENTERS,SHEANING9WL w 1-75 NOMl TARS CONCRMSL 48 BE5/8'THICK,ANDSHALL RF TONGUEAND GRWVEORAWWD WTMMRAL HNPS BEI.EN UfffK ^ fOUNMTIONS WALL SHMTHING SHALL BE I/2'THKK �/1 Z14KEYWAY 7. ALL WOOD HAVING DIRECT(ONTACF WITH CONCRETE OR AIASONKr,,AND WHEREVER WOOD 6 WITHIN El' t. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC OF FINISHED GRADE ORPART OF OPEN DECK CONSTRUCTION,SHALL BE PRESSURE TREATED.BEAMENOSIN UNDISTURBED SOIL ORCONTROLUDSTRUCTURAL RACKHLLASREQUIRED BY THEAR(NITER.ALL CONCRETE BEAM POCKETS SHALL BE WRAPPED INA SELF-ADHERING RUBBER MEMBRANE. CONTINUOUS NOTING, EXCAVATIONS SIWLBFMY BEFORE PLACING ANY CONCRETE 8. JOISTANDU MHANGERSSMUOEBYSIMPSONSTKONG-HECORP.THE CONTRACTOR SWILL STRICTLY 6 2. EXTERIOR FOOTINGS SHALL BE PLACED ONAPPROVNSOILATA MINIMUM DEPTHOF/FEET,ORAS ADHERE TO MANUFACTURERS FASTENING REQUIREMENTS MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST ADJACENT GROUND MICISED TO FREEZING 9. UNLESS DETAILED OR SPECIFIED OTHERMf.PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OFIXI2, O ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THEAPPROVAL OF THE LYL,AND PARAUAM HEADERSAND BEAMS WHEREPOSTSARE CALLED OUTASMULHPLEMSU01AS t7 t A�ITCCT• 2-ZX6,3-2X6,1-2X6,ETC,ONEUSNALLBE POSITIONEDASAMNGSTUDAUD THEISMANCESNALLBE LLL SO 7. SOIL BEARING CAPACITY.'FOOTINGS MUST of PLACED ON SOIL WITH MINIMUMBFARING CAPACITY OF JACKSTUDS Z 0O aY 1'-0' /000 POUNDS PFRSQUARE FOOT. I0. TOA WOOD JOIST SPANS UP TO H FEET,PROVIDEASINGLEROWOFNLL DEPTHOLOCMNGBETWFEN Q ! 17NGS AND LAR YUS ISTS AT MID SPAN.FOR SPANS EXCEEDING 14 FEET,PROVIDE TWO ROWS OF FULL BLOCKING FOOTING SECTION / BEFlNEDBYASTMDISWdLBtC pPASHA T096%BE DFWWHArOPIlAO6MNUlURk CURkRi,AS N II POROVIOFOf1UBIF106i UNDERPSOf THLEL PAATI ION WALL501t50008100:IMGP31'OCHBE7WEFN THE J IN6'UYfRS UVfASSNMIBECOMPAC1E0N96%D[NSI1YA70PIIMUM MU6IUNl LUNIkA1;AS BFIWEFN106iSAi NIflOWIN80f Nk'SDAN. - �Q 1 5. RACKFILUNGAGN16TWALLS OR PIERS MAVONEYOFDONEAFTER WALLS OR PIERS AREMACED 70 CLOSESTTWKIl06T5. w Wp .p-0• PREVENTMOVEMENT.FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION,NO 6ACKRUINGOfWAUS MAY 12. GAME-END WALL STUDS IN CATHEDRAL,PAR7IAL CATHEDRAL,OR HIGHCCLING SPACESSHAUSPAN p La! TAKE PUCE UNTIL THE FIRST FLOOR DECK HAS BEEN FMMEDANDSHEATHED,UNLESS WRITER UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RATER&THEY SHOULD NOT pJ APPROVAL 6 GRAN BY THE ARCHITECT OR ENGINEER. BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED OTHERWISE W THE DRAWINGS 6. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL 13. MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR ENGINEERED LUMBER,MULE ONLY61 < INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS SPLICED OVER SUPPORTS. N 7. PROVIDE METAL OR PWALEVES IN THE FOUNDATION WALLS FOR SEWER,GAS,ELECTRIC AND WATER 1/. PROVIDE SIMPSON HI OR H2.5 HURRICANE TIES BETWEEN EACH RATTER BOTTOM AND ITS BEARING POINT. ' ` LINES,AS REWIRED. 15. UNLESS ANOTHER CONNECTOR 6 CAL YD OUT,PROVIDE ONE SIMPSON A34 FUMING ANCHOR AT EACH V N Of " RAFTERIRI96E BEAM INTERSECTION,AND TWO WHEN RAFTERS ARE DOUBLED OR TRIPLED(ONE EACH �/ Q CONCRETE SIX m 1. ALL CONCRETE WORKSHALLBEPFRfORMFD IN CONFORMANCE WITH iNEUIFST FDNONOFACI-31& 16. CONTRACIOR SHALL WIENLLYCOORDINATE THE WORK OF ALL TRADES TOMINIMIXTHE NEED FOR CUTS 'BUILDING COOS ORKS ALL BE PERFOROR MED RN CONFORFFF. AND BORE HOLES IN FRAMING LUMBER.IN GIRDERS,BEAMS,OR1061S CUTS AND BORE HOLES SNALL NOT Of 2. CONCRETESMLLA(IfiRTAMINIMUMI8DAYOfSIGNSTBUHASNLLOWS: FWTINGS,WAUS, LOATEDFEARERPER TITHE THE MEMBER D Of THE DEPTHTHNT NOR NORET ES THE EMBER DEPTH NOWLHINTH IRTERIORSLAOS-ON-GRADE,ANDDTHERCONCRRENOTOTHERWISESPECIFIED-3W0P5L EXTERIOR CENTER THIRD OF THE SPAN NULSS REINOTHANV ACHTIM67HFMEMBTIONS.HNOflWRHINTHF SUBS EXPOSED TO WEATHER-IOMI PSI. (ENTER THIRSTS THE SPANUNLESSR FLOOR OEM PROVRCED ED SOLID LTSNESSCALCULATIONS 3. SLUMP AT THE POINT Of DISCHARGE FROM THE READY-MM TRUCKSHAll.BE3-5'. 17. ATWOOCH TO LINK LANDING ONER TWITH LOWERSUPPOR.RUci ICALWOODBE UPPERCKING WITHIN DECK y 1. REINFORCINGSTEEL TYPICAL-ASTM A615,GRADE60.RELDBENf-ASTMA615,GRUME40 SANDWICH REAMS THAT n ANFRuWR WITH DiASsioNIDOLOCMNGT TO MATCIELOWTH0 TOP5TP C 5. WELDED WIRE FAMK-ASMA185. 1B TO LLOWFOR THATFM SHRINKAGE WHERE BEARIGWLUM R POS75 LANDO fTOWTHEK INFILL A VL 6. NON-SHRINK GROUTSHMLs['EMBECOt53'BYMASTERRUUDERS,SONOGRourmSONNEsoRN TOALLOWfOR106TFORSOAGE.ARING. CARING WALLS OR POSISUND ONTHESEBFAMS,INRLLGAP BUILDING PRODUCTS,'IN STAR GROUT'BY US.GRO07 CORPORATION,OR EQUAL AS APPROVED BY THE W77N3/B'PlYW000 FOR SOLID BEARING. OWATH• DESIGN LOADS PER2009 INTERNATIONAL READFNTW.(OOE STRUCTURAL STEM Gp0UN0 SNOWLOAD(IBO CNfl 51.0 MAIER30136Jj 30 PSI t. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMFBKAX INSTITUTEOFSTEELCONSTRUCTION: IIVELM SPEcUR(ATION FOR STRUCTURAL STEEL FOR BUILDINGS',UTESTEOITION. ATTICS PATTHOUISTORAGE IOPSF STEEL BEAMS SHALL CONFORM TOASTM A992,WITH AMINIMUM HELD STRENGTH OF50 KS1, ATTICS WITH LIMITED STOP". 20 PSF 2. PLATES,ANGLES,CIUNNEIS,ANDMISCFAMICATEDHAMWARESWLLCONFORMTOASTMA36,MTHA HABILURFATTICT,ATTICSSERVED WITH FIXEOSTMRS MINIMUM HELD STRENGTH OF36 KSI.RECTANGULABSIEEL TUMNGSHAU.CONFORM TOASTMA500, ANDSLUPINGAREAT: 30 PSF GRADE B,WTTHA MINIMUM YIELDSTIUNGTHOF/61M. EXTERIOR BALCONIES AND DE03 /0 PSF 3. ALL STEEL TOSTEEL REED CONNECTIONS SHALL BE MADE BY HIGH STRENGTH BOLTING WITHASTUA125 ALLOTHERARUS /O PSI SOLIS OR WELDING WRHLIOXXELECTRODES.STEELTOCONCRETEANDSTEELTOWOODFIEID CONNECTIONS MAY BEMADE WIIHASTMA3018005. WIND LOAD(780 CURSED TAOLER3014411 ILO KPH,EXPOSUREC 1. STEEL SHALL Of SHOP-PAINTED WITH MODIFIEDALKYD PRIMER UNLESS OTHERWISE NOTED. 7. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER SWLBEGALVANNTD.SEEARCHITECTURAL DEAD LOAD WEIGHTS OF MATERIALS AND CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR PAINTING REQUIREMENTS. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED AND SUBURTED TO THE AIKNITERFOR APPROVAL THESEDRAWIN655HALL SHOW COMPLETEAND ACCURATE MEMBER LAYOUT,SIZES,GRADE, DIMENSIONS,CONNECTIONS,OPENINGS,ACCESSORIES,AND ALL OTHER INFORMATION NECESSARY FOR COMPUTE ANDACCURATE FABRICATION AND ASSEMBLY OF THE MEMBERS.PROVIDE TEMPLATES OR LOCATIONS DRAWINGS FOR INSTALLATION OFANCIORSOL7S A SUBMITTAL SHALL CONSIST Of TWO - COPIES OF EACH DRAWING;ONE COPY WILL Of RETURNED 9. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL OfPERMITTED WITH)UTTHE WRITTEN APPROVAL OF THE ENGINEER Owners: SUSAN AND BOB SCHECHTER 211 SCUDDER LANE BARNSTABLE,MA 02630 No. ReMsion Sete Issue: PERMIT SET Date: SEPTEMBER 23.2015 Projed No. DraWlnU Name:SECTIONS w U1 n Sheet Number. n S103/P••�� 01 Architect: HewcN TI m,P Som SNDIOB SB&_EkHv0 AVEN.E C.A18RID6E,MA 0 134 PH. 6I1-51a-2141 Ll II [r 11 II II II ❑ 7 _ .____ MATCH LINE A e MATCH LIKE A ® 1 ® EMIBPIOG', �, ' - {{ I IJ II t{ 11 11 �1 1 11 II I ------ -I--------- i rJ i SIBS: BSBhentS: shvmrel ATES Blpineer. STREET_____ NBrRON 2E 161 MA 03459 1 1 BEDROOM 1 !1 FL. a611-2-- Q 1 ®�, _I FAX 61"1-314-I"132 H O 1 I I H I I ®� ® II 1 � II II \�J II 1 II ❑ II 1 1 II ❑ 11 \ l� � � I i ❑ I I I � AIOJ Ala] I I AbJ II I \\\ � -----------+----------- ----------- \� I I I I I j II I II II I I I I I I III I I Wl I � i t I II III 1 1 1 II II I I 1 l i 1 i� 11 I I I I � n j ;� i' 1 O m ------------ 11 O Q Second Floor Plan - Barn Roof Plan - Barn \\�t\ COO >\ o o � o ` fr r7 ❑ SUSAN A 211 5 N AND BOB SGffGNTER 1 1 B NSTABL2 LANE 1 ,j1. BARH$TABLE.MA 02630 \ ❑ ❑ ❑ SCALE,V4••IW 1 a O 1 I 2 4 4 B _____ _______u 11 II No. Revbbn Dale l L JI ,r_ _ 11 1I II I __ __ I I Wux PEW+IIT SET �} ❑ �7 MATCH LINE A `.+EPf9'®ER D.3015 Orerire Nmre: MATCH LINE A - - w Roof Plan con A]Wl I Roof Plan 102 _ 1 - House AMI r-, A>o, a Architect: HENRICH iFIOMPSON S7UDI05 33 GlENW00D AVENUE CAMBRI s PH: 617 MA 02139 PH: 617-576-2191 MATOIUNEA MATCNUNEA (:ADSUit2niS: ;E{. c - Struchiral Engineer. SIEGELIEGEL ASSOCIATES / — 860 WALNUT STREET NEWTON CENTRE, MA 02459 3-h 0 J hl0 3-IY10 3-tg10 PH: 617-244-1612 FA%: 617-244-1732 Ic • ,?� / ?. / 1N10 10 ""Z 0 qC h @16'D.0 [ N1&22 2�2. ? 1 _2,I ,Iki 1-h10 C QO 71 Q . LLJ 3-9j LVL I .,:� I '1 2-h10rum E I-2110 Z Of �• 7�/ /i A i hlOs / 0-� A /\lam. 10� (�I hI0 6'0. o hf0 pi6'.L Q \,✓ LI —q ,ir q m C - I-7{'LVL W71 I I 1-9}'LVL q: T.- / l� - / , ..• `•,y�.`.lAt i' !OC I I I 1\/ 1 f -1: ( 1 "I r 1 fl 1 1 _ 1 I `L. I .Ip I0C . r I I' I I). 6pC OYEAENANE IF I [ 2xi0@I6'.0 l- II �{�-z Owners: SUSAN AND BOB SCHECHTER a 1 U R LAN BARNSTAB E,MA E02630 II No. ReNsinn Date AZI Al ao Issue: PERMIT SET Data: SEPTEMBER 23, 2015 t-h!0— ___ 1 No. i1 J Drewlrlg Nam:ROOF FRAMING PLAN 1 tj I lI I ROOFfRAMING PLAN '' " '' rW I —3-07C n% I I N Street Number. -------------- MATCNUNEA / \\ MATOIUNEA2-1 102 I Architect:HEW AVEN_ 1 t IbURJYbOD IE 105 Q. Ala3 A>Dt CANERID6E,NA 02159 A10] PN 611$16-2191 ® ® ® ® arr Taaemam�.rlln runlea�orel uoata Seumvel Ea91rea: SIESEL ASS=ATES m IE m �_�_ _�_®_�_ m m m B6O YNLNR STET . IIEi ON CENTRE,NA 02454 PN. 6611-2-1612 FAX. bIT-241612 O O I ® ® ® O -------------------------- - - max-• _ e.avo �-` , W Partial South Elevation 4 SCALE I/a =I'-0 m Z N A�ot a 1.awa eoNm �/ Q O ®rxvec�est:Tx �.I.L� �< Ins altree Q iI'I hn`6•6�'�T.fIK Fl�BT !i e1 ------------------------------- i___ _ __.------- .��- 7 m Od aao b filL�d agrvbv 2 Partia__l__North Eleion Screen Porch �. 3 South Elevation O Barn SCALE: I/4'=I'-0" t Aws /�� VNI1er$: SUSAN AND BOB SUECNTER -' ]II SCUOOBt LAZE BAWYiTA9LE MA 0 90 01 2 a 2 4 4 B fEFIa mmmmmmmmmm OO No. R.W. Oeb_-_ _-_-------------------------- Deb: 5EPTBMB2 23.2015 FIaY1e Na. ------------------------------ ------------ i O Drewllp Nate: _ lafiirt�[�p l-, H Exterior Elevations I � shWMnbw. ,� Partial North Elevation A 201 Architect: HENRICH THOMPSON STUDIOS 33 GLENWOOD AVENUE CAMBRIDGE, MA 02139 PH: 617-576-2191 MATCHUNEA - �, WTCN DNFA y \, Consultants: \ structural Engineer. SIEGEL 860 WALNUT ASSOCIATES L� NEWTON CENTRE,MA 02459 PH„ 44-112 K) aa ,."d/'/ 1 FAX: 6617� 4-6732 Y\ 11 LLJ r—, Uj r o DO DO hXj _Ua to N V N Z W Of ;?a ' ►�i DO U 1 O Owners: SUSAN AND \ 3 211 SCUDDER OLANECHECHTER `•\ f _ __—❑ BARNSTABLE,MA 02630 t J Is +\ \ Illll I I I I I I I F �S•, - -- - -- -- - \ - —_ No. Revision Date 11'A1520106Tf P 16'0.L �T,WI 6 Issue: PERMIT SET Date: SEPTEMBER 23, 2015 "ect No. DrawAng Name:2ND FLOOR 11'AISI JOIST{P16'.G FRAMING PLAN \\\ ff1 _ �2ND FLOOR FRAMING PLAN Scale:1/4'4-0' n Sheet Number: A149HUNIA NATCHUNEA S101 NATCN LLNfA NAiCN UNFA Architect: d HENRI H THOMPSON STUDIOS 33 GLEN WOOD AVENUE PH: 61DGE5 6A 2191021 39 �\ Consultants: dddi Structural Engineer. SIEGEL ASSOCIATES A 860 WALNUT STREET NEWTON CENTRE,MA 02459 PH: 617-244-1612 FAX: 617-244-1732 An 7E (� o 3 II'L `\ F/J• < O 4 l JJ/ w W J N II t' 201-DIST@i VO.0 n a Cl] L� 4c ♦l 2-111µ1' a{•yW. - C) J: i �J) Ii A161 1-101 @76'.L \ 1 � {D Owners: SUSAN AND BOB SCHECHTER 211 SCUDDER LANE BARNSTABLE, MA 02630 1.WCONCF[TE-W1AB 1.4 WWFJ •,/�,/� � WITH bib-WI.dW1AWWf No. Revisbn Date REA Nb TN \ .ININ6 TO N[NAIN Issue: PERMIT SET Data: SEPTEMBER 23.2015 Project No. Drawing Name:1ST FLOOR FRAMING PLAN 1ST FLOOR FRAMING PLAN [� Sde 1/4'=I'-a' cd n S' Sheet Number. n S100NATCHUNCA NATCHUNfA rT,Y Architect: HAW TIbMP sTUO1O5 33&LElWDOD AVETl.E LAM3mI ,MA 02139 " PX, 61�-516-2191 , EpCO+RCi.� d - ♦ Na.OB-a 1 C0.MApI0Ge. /'. CmWtents: SVumrel Eiglneer. sIESEL ASSOGIATCS B6O/VA CEN s1REET MEYtfON CENTRE.MA 02459 FN• 6617-211 -1 12 FAX, 61T-244-ITj2 3-19•LVL MA V L 15ff S1f01LDRAL�S)I NI V,•LVL M-. - (sm sTRntpALs O m Z� QO 2 yr Lu a t]ui F„L j 12 —N � r 1 �p � rylO 2-1 V4'LVL M n M ST"TDL151 U 2-2®WADER M2L ME STRxTwALJ 2 2-2&IEAVM M a (WE STING ') a I `J WADER"m s MIIL pp ('� TEGTDLIW - a � a + x a 4 4 D owners: 0EM o u 2�sCtD LMIE � 64RNSTA6LE.MA 02630 SCALE.VARIES FIN FIRST FLODR J - 2-II L3'LVL BEE M' 1. ii 1 a.ab SL' �STRWTLFWS) � . / ( I 3 I!2 DIA LALLY COL No. R"W Dale L______J sTING7LRAL>) a FIN Ld'ER LEVEL tl— PERMIT SET — — — — — — — EL. -22-2 Dale: 98nEF 23,2015 . I I - Flgetl Na. " ' , L_1— ---_._---__—__J 0 DieMry Hna: E-, Section£t Details a �eltim� TAffjljl Section throu h Livin Room Architect: N3d—THOU 5N 05 33 6LPJMOOD AVEM E (iAMBRIOUE,MA 02139 PH, 611-516-2191 �No.Baia L\i WIW8.955NGF, d� CDtISDh2tli5: Sb1tlu1•I Blglneer NE A5JOOIATES 660 MALNR 5TREET ' . NEMON OBITRE.MA 024 FH, 611-2-612 FM, 611-244_M2 'W v M W5 MODE SEW O 5ff S,NIOTLR" to W ry Q� i N JQ �5 WLa Q mW V4005 R1V6E BEAM Q (SEE SIWGTRAL`V O �a NQ (s S�TWAJIV m 29 f1'LVL (SEE 571E4nRAL) 12 2-26 WADER.MN IEAVK MIN 12 , (5m (5E SMCRAL) °B 3pO ` -II VB'LVL II b (SEE SIR ZTRAL51 FIX RID h T 1 -3/4•wVmMOOD FLOOR -3/4•FLTMOW 51EMOOR -11 T/6 A.15 W 1-Y T a VOL. ISM S�TLRALS) C -1CTN3E INSULATION5/4 E Q o I W r(PE-X T-X'IN5 SR' 4 \ - TY ORTY4LL op ~ m 9 0 Nam: I I � \ i m ra M•u 1 • \ / \ 211 NTBa AND BOB SOaEO Ro ___ 211 50UDOER LANE BARN5TAEILE,MA 02690 -4' __________9_____._____ Ta MR1 __________ • \ T.M41 \ • \ (4,0' �lPY T1P.SLAB LOM51NGT1011 \ fl.eM LOIG.5IAB iO.MNL (Ml !/ \\ -6 MRVAPORBVdeB2 B•av-r SGALE,VARIES -0 __ _____`y Jy___ __J -�Tag FARN — - _ _ _ — __ _ _ �•- � d 2rvr fl.Afd(SLAB h 1 t - _�•' No. R.W. tole LRLN _ __ leNc PERMIT SET I L �-�-2 Dab: S5IB'8Ha D,2019 _ _ D1aMnp Nana: E-4 Section Ft Details w� m SIeel Number Buildin Section Through Master Bedroom Buildin Section Throu h Barn/Gara e xALE, I/3 _I-0 2 9GALE I/2" -0' �. A 303 Architect; 1Bm1G11 T11oFFwN STU0105 33&aJWOOD AVEN.E GAHMO6E,M 02134 Hi. 611816-2141 €�c6 n•�•i�e. ' o L1 Ro.aa�a uwenlo,c, �' xes QS" C0dSD�(311L5: ' Smimlel Bgirex . 5106 L.A550GIATES 660 WALLA STREET � Genize,M o2454 PII, 611-2-6I2 FA%, 611-2441'fj2 ' V m N ZQ J Q li W f W l USU ED K202 RIDGE EEAN N F U N ZR' m NEE ST 11RALW 12 12 �41Q 4� 34 V1•LA 15EE STiLG11RAL�1 I I I � I To Qowner: - ❑ 5u5 ARo BOB SGffGHTER 211 50J ABL LANE I BARN5TABLE.MA 02630 /`. T $GALE,VARIES . V��%91 HN HX FLOORT QOR PORLH . •1J N1 TR'LK m ST LVL ifdGTLR .{ (see 61 TURALQ I � AL41 1 { � I Dam I I I I last LEYH FLOOR R - I mwx HBa11T SET '♦- -2 HN.LOIHt LEVEL Dam: SEPfB'BER 23,2(JIS rev Rgad No. dr' •. F k k L— --S——_—_k` k. __ } L 1'_ •_—dl' •—e :: D,awn9 wma: F Section It Details w� Buildin Section throu h Ban uette Kitchen It Iant A 302 I Architect: HENWCN TH011PSCN 5TUD105 33 6LBOV00D AVENIE _ CAMEMD6E,MA 02154 PR. 611-516-2191 CAAIBN NAie.' Sb.rL.rel Elpineer Sff 6 A55001ATES e60 HAUW STREET N ON CBRRE.%A.02454 FN. 611-244-1612 FAX. 611-2,4 M2 v� x W ry Q� 1< w W N202 RIOK SEAR TYP.RODE l415Tie1LTION `�. M STR.Gn RALSR -RID CEDAR ROOF SMIYLES 5'T.Tx N� b -• A BiffiSllBt' -ICECE AND INTER SHIELD90O -5W ER PAP m 3/B'FJRiEXT ENOR RAFIMK(R-D -ICTBE TER5 TION 0.6. MIL -2 x 5TRUCT 16.OL. �R (SEE STRIICTRAL,I r l OL -3/4'STR.WPINS v D � -314'PM.MODD FMSN i� 3.p 12 (5ff STWGTURAL`J 2-2W MW STR4ILRA451 2-16 NJ.OEt MN I 3-2x10 HEAVER Fill 5TbGTRA-51 III I I IL \ f$$1RGTURAW 2-2161EADEL M WE 5TRGTNAL'J -------- --- Ell 1 T .II _ III Q #o m [i] Ell1:0 Owners: Ell y Y a 211 AI>D BOB SGIEGfIER 2115N5T LANE BARNSTAELE,IM 02630 LI SCALE,VAR ES FHi FIRST FlLOR RN FIRST FLCOR _ IJ tea • Tw FL—._L MGTM NI-W LVL L Ir 1 Tn -3.4'NARPNXP FINK (Sa STIe.G11aALS1 1 B.N Se• _3/4•RADIIANT IEAT PANE i 3/4•PLT'GYA%6F OOR II IN AZ W I-JMT•b'OL. - -- - - - - - - - - 2.6 NORI2 eras TOP Am eOTrON m srRGTIw1Lsl - - - _ - -WALATION DAW PROOF FO.MATION- - - IO.' NAa1.BR OR Ea I W. wwwn Deb I I 7 10'CVWAW f FOLWATM NAIL 2•R&D 111"�LIA71ON TIP - - - I .n c�+6T1zL.nox _ FILTER FABRIC 01111 -4•GO/L',SLAB F4b/6 N.,M.4 Y f R$STRUWIIRAL31 PHR6E1H2 DRAIN TO OR'fYB1 _6 ML VAPDR 3AMM _6'6RAVELKLLATM LOYH,REVS FLOM _ __ _ De : P6U11T SET .-�_2 -616RACTM FiVtfH FIN La`Ht LEVE — — — — DeOe: S�23,MI5 Section&Details w� �R Buildin Section throw h Screen Porch Famil Room Ft A 301 Architect: NBIR THO'V50N SNOI05 }�6LEt6'0 0 0 AVBI.E PH. mi-51 214 03139 Al, bll-Sib-Z191 ecoAF No.BBi< ws ® ® O � J] m Consultants: sbumnl Engineer. ' SIE,.aEI A� R ET 00 NEWTON BGO Y/AL /I -I N6i 0.GR NL H8T 11000 _ � �A� qi, LBEN STREET 11RE,MA 034 61i-144-1613 54 611-244-M2 Partial East Elevation Ent 4 Partial West Elevation C� Entry �VM'P— -11tion @ Master Bathroom(6� SCALE /4 -1'-0° SCALE: 1/4" z uas w^ W_ LU IFT Z� _ N J m l Q m - o 0 ---------- — _ o TIM�P�, LA ation @ Barn West Elevation C� BarnSGALE� owners: ' SIf.�JW Alm BOB SGIffY.lfiCil ZII$LNDDER LANE BARr15TAHLE,MA OZ630 $GALE 1/4•-V-O' mm m. m O I ] 4 D E, No. Revleldl Deb G ID ---- ------ --- - - --- _ - --- - - ________ _______ _ ___-___ De: SEPTET SET-r ___ ______—__--__._—__- �Nb o- - I �®�M Deb: SBPIEMBB2 23.ZOIS I 1 i i '. i `. DreM Nm1re: 1 h 1 I 1 E-•1 Exterior Elevations s1bel Number. ,� East Elevation a A 202 41 I cn Barnstable Harbor BARNSTABLE HARBOR tocus O l0 MHW APPROX. o a (o oC' o 2 �T'o�7�000, T OF Op 6 qNk Top LOCUS MAP SCALE 1"=2000't BAN ASSESSORS MAP 259 PARCEL 008 DWELLING IS WITHIN FLOODZONE X ZONING SUMMARY DATUM: NAVD '88 LOT AREA EXISTING 5 BEDROOM SEPTIC SYSTEM ZONING DISTRICT: RC-2C DISTRICT 1 .45 ACf INSTALLED 2014 MIN. LOT SIZE 87,120 SF ° MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' (JA MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' SITE IS LOCATED WITHIN AQUIFER PROTECTION DISTRICT ASSESSORS MAP 259 PARCEL 8 17 DWELLING IS WITHIN FEMA FLOOD ZONE X ALL WORK TO OCCUR GREATER THAN 100' 18 TO ISOLATED WETLAND ON ABUTTING N 19 PROPERTY ` E I,STING 1500 GAL. POLY PUP CHAMBER RE-LOCATE 2" PRESSURE `�_ — —2() "_ FIST 0 GAL. PO LINE AS NECESSARY TO c, 9,'` SEPTI TA AVOID NEW CONSTRUCTION -- ------- NO LOW POINTS IN LINE S SL \ (SLOPE TO DRAIN BACK TO �� O O O �\24 PUMP CHAMBER) /-PROP. DECK \ 25 � I / G' 26 I N SILL ELEV. N � — I AT W/O = — EXISTING LOWER LEVEL AND M �/29 22.2' s 5 STRUCTURE OF FIRST FLOOR TO I s PROP. PORCH FLAGPO O C� REMAIN WEST OF DEMO LINE, ALL I NEW ABOVE EXISTING FIRST SHED I , I FLOOR STRUCTURE. `� \ o L1.J � N I Iz �30 N 41/ / I EXISTING DWELLING REMOVE PORTION cn OF DWELLING I (HATCHED LINES) NEW WALL I EXISTING LEACHING �� REPLACE WITH NEW (TYP.) I V) FACILITY / STRUCTURE THIS END / 4. ' ^ PROP. DRIVEWAY (1/ � ODIFICA ION li L.Jl�1_— / ' ,.JI r I a I 3 o C U I m / Q PROP. E ANCE PROP. I GF'0 GARAGE v EXIST. i , ^ PAVED J Y v�� FS L_ N EXIST. i J DRIVE PROP D PAVED "—L w - MOD IC ON kx. . DRIVE � I =3.2 \ M LEC. M �i W GRAVEL �-5 i 33 I ETE RE—ROUT WATER w PARKING PROP. AREA DRAIN L I / / PROP. ET. WAL 6'X6' WITH 2' 35 (DESI N BY STONE H-20 R M j 0 RS) 29 0 w ORGEOTHERMAL USE , 233'f ONLY ------------ ------- - - L--------- ------------ ------ EDGE OF GRAVEL DRIVE -- DRIVEWAY EASEMENT PROP. RE-GRADING (TYP)-__--_- ---- -- DB 1324 PG 153-. ------------ - - APRX. EDGE_OF GRAVEL DRIVE ________ -__ SITE PLAN OF 211 SCUDDER'S LANE BARNSTABLE \ZN OF MAS SqC �SNOFMgSS moo`' DANIEL DANIELA.9cy PREPARED FOR G I off 508-362-4541 o A. �� OJALA fax 508-362-9880 U No. faxCD o CIVIL downcape.com © N0. 46502 Cn ROBERT & SUSAN SCHECHTER down Cd1W engineering, inc. lgNO SURNE S ONAL civil engineers SEPTEMBER 21 , 2015 Ion d surveyors 939 Main Street ( Rte 6A) a h Scale: 1"= 20' YARMOUTHPORT MA 02675 14-357 DATE DANIEL A. OJALA, P.L.S. 0 10 20 30 40 50 FEET ' 777 _ TOP OF 1=01INt0;iTi ON L CON R c T E E ' r COVER CONCRETE E E COVERS a r .� 4 C Stf R ON ° 2 MAX. X.0R SCHEDULE �7nrf171►1T 12 MA X. PV.C. PIPE 4 SCHEDULE 40 PVC ONLY PITCH /4aPER.. PIPE MIN, . s+n s LEAC H / , PITCH 1 ,4«P ER.FT. PIT �. PRECAST T s IN _r V'E T •. �. r ti , ea rsELE... .R ..•5'7 , /.. d B ., r ... LEACHING d C N I N G .1NVERT S , PIT ORNVERT INVERT SEPTIC TANK _G.z. . DSTEL.� 8. . w EO1IV.OX 3S?z G L. INVERT r- � INVERT W0. 3/ T01 Wo 9 'J EL.... .2 r. . ... WASHED aL iNA ED .r e r, W r 0 � 3a - STO NE E ID D B C G O NC r e o .r 4 4 DIA PR OF ILE OF GR OUND ou ND WAT ER 7 f a13 LE s �. SEWAG E DISPOSAL OSA L SYS TEM M [C t N0 :SCALE , "Sr , l 1 .. SOIL , ,' LO G WITNESSED BY . , N �' �4 a V. /� /!. v n/' M �Nhi//r DATE . . . . . . TIME E. .. . . a . . . . . . . . : BOARD Of HEALTH �. E L L i �_ r TEST HOLE 1 HOLE T 2 TEST ' S .. EDhv _b E ,E' ENGINEER 4 p� ELEV. .30. �. . . ELEV. .. .. . . _ . . . woo F / r f e t s..8 r cf 3Z DESIGN A tz �rG: . D TA,. r t f EZ- o 9 5. ca NUMBER E OF BE DROOMS OOMS . . . • . . : . . , . . } 7 9.. 3 c "c TO TAL ESTIMATED M AT ED FLOW a GALLONS/DAY' BOTTOM LEACHING AREA 5 `/ . : SO.FT. /P IT C:P.D W �a SID E LEAC HING G AR EA A . . . SO.FT: / P1 T .39 5GP,D a , , _ � GARBAGE No•v o 8B E DISPOSAL . . . . �. :. �0 { /o AREA INCREASE) r - 3 a o � TOTAL LEACHING .8 ,AC I N G r AREA SOFT t s> ,q R TN ECOAT a P L f N r . 0 RATE 7W 8 . o... �s' 3 ZMIN/INCH / 1 0 8 4 " 1 9 1 ..�0 � i ��/ 1— t -► , rs LEACHING AREA PER PERCOLATI ON RATE " SO.FT. PDWATER E COU ERED r r r ; NUMB w /r �• F ER OF LEACHING o E" P Lvrr1,/G 'PITS . . . . i _ 1 1 b �'?7 0!` ,a ✓ can/ .� z I � APPROVED . . . BOARD OF HEALTH . . . . . . p t i DATE E . : A ENT OR INSPECTOR f l _ i I , I _ (F --- s �ra3 3 I _ 2 G 1ST 7�xr- r I rr L / L � E -o <Jc _ m pi o T j , s x I I t I a , 'Q S n A C A r 1 '9yv r a 3 0 4 >� � r r / Vl L Z° : 0 W Z+o I --__ \ \ ew ve r ' f a I { k I/ { 4 C CP CoNG: _ 1 F SG.q"R S i 1 N , .. p d O O 7 D 1 i f I W 1 r r ,A y , � 2 1 f * 1 1 I 1+ , / 1 2 n f 1 I 06 l t + I h 1 r 1 , t r \ -► 1 C y i i 1 r ,b 1 s-P v P E r� I _ r / 1 :r t L v / 9 � S r � 1 l "11K f 0 0 �O � t 0 o i , I t s l f t � r , s r r I i 2• 0 1 : 4 1 rrr•r 35 ,r t Nix- GIST :A E DSY e EL LE 10 0 N o. 26 O G t S S t7 0 A S �R A R L L A A,r� � I 1 z. ,. v I _ f t � IL s 4 7 ' I' C • 1 f t r W lf' N � y f` f r z c h _ i - � F Z C 6 a I DERTIFIED PLOT PLAN ti tMAT10N SCALE , Z, DATE .Dc.7: X !9`9 kAN REFIE ENCE . .. 7^ 0 F dlgS- /ll©TZF — B/i.tC i'y�NT f Go m�!? /-5 a Z � �l�Q V�r /�f�*�1k✓ y .r EDWARD �, ,,,E'X? G"&L E. .'. . . KELLEY 4 1 CtRTIFY THAT THE -� c t No. 26100 0 SHOWN ON THIS PUN 1�LACA EO ON THE Oft G/S1ER c AS SHOWN HEREON AND THAT IT CONFORMS TO L LA1��S� .. lETBACK REQUTAElw1ENT>3"OF THE TOWN OF {t�tS WHEN CONSTRM OATS Icn.y./.Via' ". A"ISTERCD LAW 9URVE