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HomeMy WebLinkAbout0015 CARL AVENUE III Tq j of �iyti BUILDING DEP I. _ - �p�' p Application Number... 4�u.....2 ...�.s....... FEB 10 2020 MASS; Permit Fee.:..... .. . ...... ................. er Fee....................... Total Fee Paid.....:........ ................. ...... c�ornrn , .~TOWN OF BARNSTABLE Permit Approval b on.1—. :-........0�1 PPy... . ................... - LDING PERMIT �j /� Map......v©..:'e.................Parcel...... ... ..................... APPLICATION Section 1 — Owner's Information,and Project Location Project _.:: ss Village dI a viers Name Owners Legal Address �� i'� C�� - city_ State Zi �✓C! P Owners Cell#_. 6 °j-g-°�a-' - E-mail Z ' Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure-under 35,000 cubic feet Single/Two Family Dwelling Section 3 —,Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify a Section 4 - Work Description 4 1 Last undated: 11/15/201 R j • 1 Application Number.................................................... Section 5-Detail Cost of Proposed Constructio d&;�O-CrO Square Footage of Project /cJ GO fy�%a Age of Structured Dig Safe Number # Of Bedrooms Existing _ Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage ` r Smoke Detectors M Plumbing en,,Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ` ❑ Add/relocate bedroom Water Supply 'Public Private Sewage Disposal Municipal ❑ On Site - - I Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: A GL� G��IfC I am using a crane ❑ YesfR,No r /? _ � Section 7—Flood Zone Flood Zone Designation 0 iq Within or adjacent to a wetland, coastal bank? Yes ❑ No( a • i Section 8—Zoning Information Zoning District / Proposed Use //Z Lot Area Sq. Ft. - Q Total Frontage f G'15 Percentage of Lot Coverage z�.S ee z of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard - Required_ Proposed ; Side Yard Required Proposed,` Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 11/15/2018 Town of Barnstable ��+yg Post This Ca"rd So That it is'.Visible From the Street £App"roved Plans;Must be Retained on Job and-this Card Must be Kept b Postecl Until Final Inspection Has Beenr Made � ` ' ze , Permit Forma `Where aCertificate o}f®ccupancy is RequiredsuchBld�g shall Not be�Occwpiedaunt aF nal Inspection hates bed n made Permit No. B-20-375 Applicant Name: LARRY D NICKULAS Approvals Date Issued: 06/01/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 12/01/2020 Foundation: Residential Map/Lot: 306-249 Zoning District: RB Sheathing: Location: 15 CARL AVENUE, HYANNIS £ M ry ry ntractor Narne � LARRY D NICKULAS Framing: 1 Co Owner on Record: HAMMOND,MARLISE D&JAMES W TRS Contractor1icense: CS-002265 2 Address: PO BOX 206i x Esf-V(oject Cost: $250,000.00 Chimney: WATERVILLE VALLEY, NH 03215 Permit Fee: $ 1,400.00 Description: Build a new 3 BR two bath home with an attached one car garage Insulation: Fee Paid $1,400.00 new 12x16 deck. Final: r Date 6/1/2020 Project Review Req: Zoning determined by Barnstable legal; 3 Plumbing/Gas , Rough Plumbing: Al u n Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed,by this permit is commenced within six months after.issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures,shall be in compliance with the local zoning by laws,and codes. This permit shall be displayed in a location clearly visible from access street or roadand shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Apn T. g, y, r Electrical The Certificate of Occupancy will not be issued until all applicable signaturesly the Bwldmg and Fire Officials arefprov�ded on this permit. Minimum of Five Call Inspections Required for All Construction Work Service: v t 1.Foundation or Footing � .. 2.Sheathing Inspection g .� r r� Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering.Structural Members(Frame Inspection) , Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Bowers, Edwin From: Florence, Brian Sent: Monday,June 01, 202010:28 AM To: Bowers, Edwin; Mckechnie, Robert Subject: FW: 15 Carl Avenue Hi Guys, Ed started working on this with me but it went into limbo between attorneys. 15 Carl is all set to go (see below). I am having issues with VP at home so if you can sign off on the zoning tab then this email authorizes you to do so.... If not I will take care of it after IT does a workaround for me or when I am in the office next. Thanks, -Brian From: Connolly, KathleenY� Sent: Friday, May 29, 2020 4:57 PM To: Florence, Brian; Nober, Karen Cc: 'Kathleen' Subject: RE: 15 Carl Avenue Hi, Brian, I talked to David Houghton today for some background on.this and he directed me to an email he wrote to forward to you.While I am not yet familiar with the facts of this property I am familiar with the law and agree with David's analysis assuming the facts he was provided are accurate. Jeff Johnson's client applied for a building permit for this vacant lot as a contingency of a pending PSA and sale. He gave Brian an opinion of buildability and Brian asked us to,review. I did and needed additional information so asked Jeff to provide further background on the ownership history, especially by trusts. Jeff did and I reviewed.. Based on both letters from Jeff, in my opinion, 15 Carl has remained in separate ownership throughout its ownership history and Brian would be justified in issuing a building permit as long as all other requirements are met: The key determinant, in my opinion, is that 15 Carl was owned by Marlise Hammond individually and the adjacent 14 Harbor Road (improved w/a single family dwelling)was owned by the 14 Harbor Road Nominee Trust,Jamie Fornos Trustee, Marlise Hammond beneficiary(72%and The Jamie Fornos Trust Agreement at the time of the 2000 zoning change would otherwise have made it nonconforming. Both trusts required unanimous consent of the beneficiaries for a trustee to take any action. That falls within the holdings in Kneer v Zoning Board of Appeals of Norfolk 93 Mass.App. Ct. 548 (2018) cited by Jeff in his second letter dated May 5, 2020 and the case of Distefano v Stoughton 36 Mass.App. Ct. 642 (1994) (the landmark"checkboarding" case) cited in Kneer that in order for merger to occur there has to be active and pervasive control to retain the ability to use land as desired by the same person. That is not present here in my opinion by reason of the diffusion of control through two trusts both of which require unanimous consent of the beneficiaries. Please let me know if you wish to discuss further. Kate Kath.leeri Connolly 1 Assistant Town.attorney Town.of Barnstable 367 Main Street Hyannis, TXLA, 02601 508-862.4620 (telephone) 508-8624724 (faxt) The information contained in this electronic transmission ("e-mail"),including any attachment (the "Information"), may be confidential.;..)r otherwise exempt from disclosure. It.is for the addressee only. This Information may be privileged and confidential attorney work-product or a privileged and confidential attorney-client communication. 'I:'he .In£orm.ation may also be deliberative and pre-decisional in nature—As such,it is for internal.use only. The Information may no be disclosed without the prior. written.consent of the Town Attor�-..ey's Office of the Town of Barnstable. If you.have received.this e-mail by mistake,please notify the sender and delete it from your system. Please do not copy or forward it. Thank you for your cooperation. From: Florence, Brian Sent: Thursday, May 28, 2020 2:01 PM To: Connolly, Kathleen; Nober, Karen Cc: 'Kathleen' Subject: RE: 15 Carl Avenue Nice to meet you Kate -Brian From: Connolly, Kathleen Sent: Thursday, May 28, 2020 12:31 PM To: Nober, Karen; Florence, Brian; Connolly, Kathleen Cc: 'Kathleen' Subject: RE: 15 Carl Avenue Karen I will call David to discuss and will get back to Brian. KATE Sent.from my Verizon, Sarrisuitg Galaxy smartphone -------- Original.message -------- From: "Nober; Karen" <Karen.Nober@town.barnstable.ma.us> Date: 5/28/20 12:12 PM (GMT-05:00) To: "Florence,Brian" <Brian.Florence@town.barnstable.ma.us> Cc: "Connolly, Kathleen" <Kathleen.Connolly@town.barnstable.ma.us>, 'Kathleen' <kate_connolly@hotmail.com> Subject: FW: 15 Carl Avenue Thanks, Brian. I think David was ok with this, but I also thought he was going to send you something, but probably just couldn't get to it. I am copying Kate Connolly, our new Asst.Town Atty,to see if she could follow up with David and then with you. Karen(.. .Nober Town.Attorney Town of Barnstable 367 Main Street I Iyannis, NLA, 02601 508-8624620 (telephone) .508-8624724 (fUx) The info.rination contained in this electronic transmission'("e-mail"),including any attachment (the "Information"), may be confidential.or otherwise exempt from disclosure. It is for th.e addressee oniv. This .Information may be privileged and confidential attorney work.-product or a privileged and confidential attorney-client communication. T'he .I.nform.ation.may also be deliberative And pre-decisional in nature. As such, it is for internal.use only. The Information may not be disclosed without the prior written consent of the Town Attorney's Office of the Town of Barnstable. If you have received this e mail by mistake,please notify the sender and delete it from your system. Please do not copy or forward it. "Thank you for}your cooperation. From: Florence, Brian Sent: Thursday, May 28, 2020 12:09 PM To: Nober, Karen Subject: FW: 15 Carl Avenue Hi Karen, Here it is..... scroll down for David's comments. Thanks, -Brian From: Jeffery Johnson [mailto:jeff@jefferyjohnsonesq.com] Sent: Thursday, May 28, 2020 11:26 AM To: Houghton, David Cc: Florence, Brian; Nober, Karen; McLaughlin,;Charles Subject:RE: 15 Carl Avenue David, Has Brian Florence received your"part"? Brian, Do you need anything further from,us? Let me know, please. Regards, Jeff Jeffery Johnson, Esquire 67 School Street P.O. Box 960 Hyannis, MA 02601 (508) 790 5776 facsimile (508)775 7526 3 Leff@iefferyiohnsonesg.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review, retransmission, dissemination or any other use of,or taking of any action in reliance upon this information by persons or entitles other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer. From: Houghton, David<David.Houghton @town.barnstable.ma.us> Sent: Monday, May 18, 2020 3:51 PM To:Jeffery Johnson <jeff@jefferyjohnsonesq.com> Cc: Florence, Brian<Brian.Flo rence@town.barnstable.ma.us>; Nober, Karen<Karen.Nober@town.barnstable.ma.us>; McLaughlin, Charles<Charles.McLaughlin@town.barnstable.ma.us> Subject: RE: 15 Carl Avenue I'm all set. I hope to complete my part tomorrow. I have looked preliminarily and looks like merger did not occur but hope to finalize.tomorrow. From: Jeffery Johnson [ma i Ito:'eff effe[y'ohnsones .com]. Sent: Monday, May 18, 2020 2:56 PM To: Florence, Brian Cc: Houghton, David Subject: RE: 15 Carl Avenue Gents, Do you need anything further from me? Jeff Jeffery Johnson, Esquire 67 School Street P.O. Box 960 Hyannis, MA 02601 (508)790 5776 facsimile (508)775 75.26 ieff@iefferyiohnsonesg.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission,dissemination or any other use of,or taking of any action in reliance upon this information by persons or entitles other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer. Please be advised that electronic mail is not secure and that neither the delivery nor timely delivery of electronic mail is guaranteed. Do not send sensitive or confidential information, such as account numbers, social security numbers, and/or personal identification numbers via electronic mail. PLEASE CALL US WITH, OR FAX TO US USING A CONVENTIONAL, NOT DIGITAL, FAX MACHINE, WHEN THIS INFORMATION IS NECESSARY ALWAYS CALL THIS OFFICE TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. . 4 From:Jeffery Johnson Sent:Tuesday, May 5, 2020 3:02 PM To: Florence, Brian<Brian.Florence@town.barnstable.ma.us> Cc:T. David Houghton<david.houghton@town.barnstable.ma.us> Subject: 15 Carl Avenue Originals in the mail today. Jeffery Johnson, Esquire 67 School Street P.O. Box 960 Hyannis, MA 02601 (508) 790 5776 facsimile (508)775 7526 Jeff@iefferyiohnsonesg.com The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any review, retransmission, dissemination or any other use of,or taking of any action in reliance upon.this information by persons or entitles other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer. Please be advised that electronic mail is not secure and that neither the delivery nor timely delivery of electronic mail is guaranteed. Do not send sensitive or confidential information, such as,account numbers, social security numbers, and/or personal identification numbers via electronic mail. PLEASE CALL US WITH, OR FAX TO US USING A CONVENTIONAL, NOT DIGITAL, FAX MACHINE, WHEN THIS INFORMATION IS NECESSARY ALWAYS CALL THIS OFFICE_ TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. CAUTION:This email originated from outside of the Town of Barnstable! Do not!cl ick links, open' attachments or reply, unless you recognize the sen.der's email address and know the content is safe!! CAUTIOWThis email originated from outside ofthe Town of BarnstableV Do not!click links, open attachments or reply, unless you recognize the sender's email address and know the content is.safe! 5 �x yC R ; U�e ore ( a)o= .� M Law Office of JEFFERY JOHNSON,ESQUIRE `67 School Street 1847 Isaac P. Fairfield House P.O. Box 960 Hyannis,MA 02601 (508) 790-5776 Telephone (508) 775-7526 Facsimile jeff@jefferyjohnsonesq.com May 5, 2020 Brian Florence, cc to: T. David Houghton, Esquire Building Commissioner I`Assistant Town Attorney Town of Barnstable Town of Barnstable Town Hall 200 Main Street 367 Main Street Hyannis, MA 02601 Hyannis, MA 02601 Via email and regular mail Re: Buildability of an"Undersized Lot' Locus: Street address: 15 Carl Avenue, Hyannis, MA The Tax Assessor shows it as Map 306 Parcel 249 Presently shown as Lot 4 on Plan Book 110 Page 19 Current Owner of Record: Marlise D. Hammond and James W. Hammond, Trustees of the Marlise D. Hammond Revocable Trust of 2001 Current Zoning District: ' RB Dear Commissioner Florence and Attorney Houghton, Please accept this as my updated written opinion,that for zoning purposes, the above-referenced lot is a so-celled. "pre-existing nonconforming" lot exempt from current minimum dimensional/lot size provisions of the Barnstable Zoning Ordinance/ Regulations. The title history of the above lot and the abutting properties were attached as exhibits to my earlier letter and those exhibits are supplemented by several attached hereto. As can be seen from the Exhibits, 25 Carl Avenue and 239 Gosnold Street have never been owned"commonly"with either 15 Carl Avenue or 14 Harbor Road on any pertinent date (any date which made the lots in the area"non-conforming"). The zoning changes as they relate to 15 Carl Avenue and 14 harbor Road are as follows: 15 Carl Avenue was created as lot 4 on a plan dated in 1952 and the lot has 10,000 square feet of area and 100 feet of frontage. Lot 4 plan book 110 page 19 continued to meet the dimensional requirements of the zoning changes in 1956 and 1973. Page 2. Florence and Houghton. Zoning changed ed to acre in 1985 and at the time of that change Marlise Hammond g owned 15 Carl Avenue. 14 Harbor Road (lot 3 on plan book 110 Page 19, improved with a single family home) was owned by Jaime and Lily Fornos as tenants by the entirety (See Book 3540 Page 267). Lily died in June of 1987. The next change in zoning occurred in November of 2000. At that time Marlise Hammond still owned 15 Carl Avenue individually. By a deed dated December 31, 1990 and recorded in Book 7399 Page 192 Jaime Fornos, as Trustee of the 14 Harbor Road Nominee Trust had become the owner of 14 Harbor Road. The beneficiaries of 14 Harbor Road Nominee Trust on the date of the 2000 zoning change were Marlise Hammond individually as to 71.428571330 % and Jaime Fornos and Marlise Hammond as Trustees of"The Jaime Fornos Trust Agreement dated August 16, 1999" as to the remaining 28.571438670%. The 14 Harbor Road Nominee Trust requires by its terms that all decisions be directed by the beneficiaries to the Trustee and that the directions be unanimous (not by the majority). The beneficiaries thus control the Trustee. In other words, Marlise Hammond could not control both properties on the date of this zoning change. The Jaime Fornos Trust had to agree. As requested, I have attached(a highlighted version of)the 14 Harbor Road Nominee Trust for your reference and consideration. The case law on"control" is clear that for lots to have merged there must be unanimity of control. The Jaime Fornos Trust Agreement of August 16, 1999 was for the sole benefit of Jaime Fornos, not Marlise Hammond (I believe you already have a copy of the same). During his lifetime, Jaime Fornos retained the power to amend and revoke the Jaime Fornos Trust. Thus, in essence Jaime Fornos essentially controlled whether 14 Harbor Road would be combined or not with 15 Carl Avenue and conversely Marlise Hammond controlled the separate nature of 15 Carl Avenue. As is discussed in Kneer v. The Zoning Board oLAppeals ofNorfolk, 93 Mass. App. Ct 548 (2018), Marlise Hammond had a fiduciary duty to Jaime Fornos in her capacity as Trustee of his Trust. See the highlighted sections of the 14 Harbor Road Nominee Trust. The parties have never intended to merge the parcels. Marlise Hammond has paid taxes on 15 Carl Avenue as a buildable lot since 1975. Marlise D. Hammond and James W. Hammond,Trustees of the Marlise D. Hammond Revocable Trust of 2001 recently for estate planning purposes became the owners of both 15 Carr Avenue;;and 1.4 Harbor Road. This was accomplished by two separate deeds, one recorded on August 3, 2012 in Book 26558, Pages 18 and on November 14, 2012 in Book 26853 Page 340. The title history for lot 4 on Plan Book 110 Page 19 and the abutters demonstrates that it has never been commonly owned with any abutting parcels "on the date of a zoning change that made it non-conforming". 15 Carl Avenue has remained a vacant lot and 14 Harbor Road (lot 3) has been an"improved lot" since at least 1953. The specific language of the single lot protections afforded by the Town of Barnstable Zoning Ordinance, i.e. § 240-91 A (1-4) attached)preserve the buildability of Lot 4. Courts have often recognized that a local bylaw may be more permissive than chapter 40A section 6. Clearly the language of our local "ordinance" is just such a case. The introductory section of our 240 clearly indicates that property owners' rights are to be preserved. Bobrowski in his Fourth Edition of the Handbook of Massachusetts Land fir Page 3. Florence and Houghton Use and Planning at section 5.03(A) quotes the case of Rourke v. Rothman, 448 Mass. 190 (2007): "the Supreme Judicial Court examined the underlying policy of Mass. Gen. L. ch. 40A, § 6,14, sentence one: "Section 6 is concerned with protecting a once valid lot from being rendered unbuildable for residential purposes, assuming the lot meets modest minimum area . . and frontage . . . requirements." . . . This statutory policy of keeping once-buildable lots buildable, grounded in principles of fairness to landowners, applies regardless [of certain changes]. Bart I. Gordon as an author of the 1992 Massachusetts Zoning Manual (at 7-36) in citing Carciofli v Board ofAppeal of Billerica, 22 Mass. App Ct. 926, 492 N.E.2d. 747 (1986) asserts that "the court held that, even if separate lots came into common ownership after a zoning amendment,they would remain buildable if they had been separately owned at the effective date of the zoning change. Accordingly, the Court was not sympathetic to the claim of the abutters that all nonconformities are disfavored: While elimination of nonconformity is a general goal of zoning, it is certainly not the goal of the first sentence of s. 6, fourth par.,the manifest purpose of which is to preserve the buildable status of certain nonconforming lots in perpetuity". The"manifest purpose" of our local ordinance is clearly stated in Article VIII section: "§ 240-90. Intent. It is the intent of this section to protect property rights of owners of preexisting legally created nonconforming lots, uses and buildings or structures and to provide regulation of changes or expansion of preexisting nonconforming structures, building and uses." 240-90 puts our by-law within the line of cases construing"more lenient" local by-laws/ordinances. The Town's merger clause specifically states: "F. Merged lots. Except as otherwise provided herein...". Thus, if the lot is protected, it has not merged. We have just such a situation here. 15 Carl Avenue conforms to each of the 4 criteria of 240-91, i.e. "§ 240-91.Nonconforming lot. A. Separate lot exemption. Any increase in area, frontage, width, yard or depth requirement of this chapter shall not apply to a lot for single-or two-family residential use which at the time of recording or endorsement: (1) Was not held in common ownership with any adjoining land; and (2) Had a minimum of 5,000 square feet of area and 50 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (3) Conformed to the existing zoning if any when legally created; and (4) Was separately owned at the time of every zoning change which made it nonconforming." As all the cases seem to indicate that a"buyer' is assumed to be aware of the zoning regulations. See Murr v Wisconsin 137 S. Ct. 1933, 198 L. Ed. 2d 497, 582 U.S (2017). In this case Ms. Hammond's believe the lots to be already protected by the local ordinance as having been Page 4. Florence and Houghton under separate control on the date of each zoning change. The argument could also be made that under the multiple lot exception to merger that 14 Harbor Road was forever protected, and as such conversely 15 Carl Avenue is protected. "B. Common lot protection. (1)Any increase in the area, frontage, width,yard or depth requirement of this chapter shall not apply for a period of five years from the effective date of the change, to a lot for single- or two-family residential use that: (a) Is held in common ownership with not more than two adjoining lots; and (b) Had a minimum of 7,500 square feet in area and 75 feet of frontage or the :minimum,frontage requirement for the zoning district in which it is located; and. (c) Was recorded or endorsed on a plan that conformed to zoning when legally created; and (d) Conformed to applicable zoning requirements as of January 1, 1976. C. The protection afforded by Subsection B shall become vested upon the sale or transfer of the lot so protected into ownership separate from that of adjoining lots or the building thereon of a residence." (emphasis added). 14 Harbor Road had a home,constructed thereon. Its protection became forever "vested"upon that building. To allow something to merge with it would be to make 14 Harbor Road suddenly unprotected. The overall intent of our local ordinance is to protect the property rights of owners (§ 240-90). To interpret the ordinance otherwise runs afoul of the clear language of Carcio i. I trust that you will agree that under either of the aforesaid arguments 15 Carl Avenue remains a separately buildable lot as it has been since Marlise Hammond purchased it in 1975. Very truly yours Jeff Jo LARRY NICKULAS P.O.BOX 507 WEST BARNSTABLE,MA 02668 �G DMA Noy T ® 12 2�2� FeAR��T qBte Town of Barnstable Building Inspector Brian Florence 11/8/20 Mr. Florence, I am requesting an extension of Building Permit NO.B-20-375, 15 Carl Avenue,Hyannis Ma. The permit was issued 6/1/20 forthe construction of a new 3-bedroom Home. The cause of the delays in starting construction were due to Covid 19 financial effects. Attached you will find my check for$50. Please let me know if you need any further information. Sincerely, Larry Nickulas 508-280-6400 Nrick@comcast.net CAa�- AV&-tlluE L"s N AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..:...-:.............:............_.......:-.....,...,..... .. . ✓� . .. ...................... .............. 110 mph Wind Exposure Category....................:.......................:....:........... B _1C .1.2 APPLICABILITY Number of Stories(a roof which.exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ........... .......................:......................................(Fig 2) .......:........... .. . (� <_ 12:12 ......................... :... .. Mean Roof Height ..............................................................-(Fig 2)....................:..--....:-..-.....:..................................12 ft <_33' .� BuildingWidth,W.....................................................-..........(Fig 3)..........................-.........::........... ft 5 80' BuildingLength, L ..............................................................(Fig 3)......-..........................................4 ft 5 80, .� Building Aspect Ratio(L/W) ......................................... ....(Fig 4)...................-..: ...... hR� 5 3:1 Nominal Height of Tallest Opening2 ..... ..............................(Fig 4).......................... ..... .......... ``<_6'8" .� 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).............:...................... •� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................... ConcreteMasonry........ ..........::........................................ ............: • .............. .................. __ram 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing—general....:............................ ........(fable 4).............................................:. C in. Bolt Spacing from endfJoint of plate ............................(Fig 5)..._.:.......... .. `( in.s 6"—12" Bolt Embedment—concrete (Fig 5):................................................ in.>_7° Bolt Embedment—masonry.........:...............................(Fig 5)....................:....................... O in.>_15" . PlateWasher..............::.................. ............................(Fig 5)...............................................>3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked .................:..............(per 780 CMR Chapter 55)..................................... Maximum Floor Opening Dimension.. ...............................(Fig 6)..:...-..........::................:..:...:.......I Zft<_12' 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)................................................:...8 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft 5 d FloorBracing at Endwalls.....................................................(Fig 9)........................................................-.-......... Floor Sheathing Type ...........................................:....(per 780 CMR Chapter 55) Floor Sheathing Thickness ... ..........:.........:.............(per 780)CMgChapter 55) .••••edge field Floor Sheathing Fastening..... able 2)... 6 d nails at_ in ed e/ t 4.1 WALLS Wall Height Loadbearing walls..:........ ........(Fig 10 and Table 5)......................... ft _<10, c/ Non-Loadbearing walls... ........(Fig.10 and Table 5)..........:......... ft <29 _ ........ ......... <..-........ ...(Fig 10 and Table 5).................:._l6in. <_24"o.c. Wall Stud Spacing WallStory Offsets .........:.........,......................:............(Figs 7&8)....:-....:.:.::..::.....................:.Q ft <d. 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........... ................................(Table 5).: ........ ........:..2x 6 -�ft�in. . Non-Loadbearingwalls.................................................(Table 5)..............................2x.0 - ft I_in. t/ Gable End Wall Bracing' Full Height Endwall Studs............ ...........................(Fig 10)............................................................... :.. ✓ WSPAttic Floor Length..............................:.................(Fig 11)......:...:..................................:. p ft?W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)::..........................................7M ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c... (Fig 11).............................. ............................... ✓' or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays=,.,e, Double Top Plate Splice Length . . .:. .............,.........:....:...........:(F b e36a) ........ ... and Table 6) . ' ........................ Splice Connection (no.of 16d common nails)............ •...•:--- ................. � T 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 Z Lateral(no.of 16d common nails) ...........(Tables 7)......................:............................... Non-Loadbearing Wall Connections Z . Lateral(no.of 16d common nails)...............................(Table 8)..•--.-••••••••••••-••.................................. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) -(Table 9).......-...........:.:............ ft a in._11' HeaderSpans .....................:................................: H .......................... ....... 4 ft - in.<_11' ✓° Sill Plate Spans ..:.................................................: (Table 9} Full Height Studs (no.of studs).............:........:............(Table 9). ............................-......................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to.Table 9) ..... (fable 9).-................................3 ft 6 in.<_12' Header Spans...........:. .................... ............. ......... ......:. able 9).................................. 3 ft d in.<_12" •� Sill Plate Spans......................................... . . R Z .� Full Height Studs(no.of studs)....- ..............(fable 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W k �� 6'8" Nominal Height of Tallest Opening2 ... ....................... ..................................................._ SheathingType.... ........................................(note 4)-.......-•••---......................-................(; S P _ram Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................._3 in. Field Nail Spacing......................................... (Table 10)..............................I.................... i 2in.. _cam Shear Connection(no.of 16d common nails)(Table 10)..........:.....:.................:.....-.......—�' Percent Full-Height Sheathing.......................(Table 10).............................................3 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening z ••••••••••... �`<_6'8" .......................... Sheathing Type..........:..........:...................:...(note 4.........................-.... . 3 in. � Edge Nail Spacing .........(Table 11 or note 4 if less)........................ able 11 12�. f Field Nail Spacing .:... ................... (T )...................:.........................,... ' Shear Connection(no.of 16d common nails)(Table 11)............................,......:....-..... . ........ ..... able 11 ........................ . . . .. .�. _% Percent Full-Height Sheathing.................:.... .R ) - -� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................ Wall Cladding ...... Rated for Wind Speed? •-•-........................ •"" 5.1 ROOFS For Rafters use AWC Span Tool,see BBRS Website) Roof framing member spans checked.,... Roof Overhang .....(Figure 19).............eft s smaller of 2'or U3 / Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors If . able 12) ........ ............ .Uplift... (T ........U- - Lateral;............:...............................(fable 12)............ ...................-........ L- ff Shear..... .(Table 12)............ .....................S= p 7 Of Ridge Strap Connections,if collar ties not used per page 21... (Table 13)............................... Q Gable Rake Outlooker:...........:.:..................-..... .(Figure 20).............. ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors U_*71b. 1� Uplift................................................(Table 14)......................................... 4 ., Lateral(no.of 16d common nails)...(fable 14)......... •.•••••••••••• b ✓� Roof Sheathing Type:... (per 780 CMR Chapters 58 and 59) ......... Roof Sheathing Thickness . n >_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 t in its entirety then the following metal straps and hold downs a 780 CMR 5301.2.1.1 Item 1. If the checklist is metre 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. Comer Stud.Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height 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-C�� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' 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 .71WETI THIS EDW RE^.,TS OM . FRAh MG EW8d MAILS ATfib.G �. w 1 11 1 all it 11 ,1 r 1 11 1'1 I" +•1 � 2 a " +1U9 1 I� Q 41 U 11 + - If , 11 !1~ - - 11 11 1 11 ��.. 1 - 11 1 1 MAILSPACWG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment' 0VE� AWC Guide to Wood Construction in High Wind Areas:110 rnph Wind Zone Massachusetts Checklist for Compliance �780 cMR 5301 2.1.1)1 aQ 04 FRAMING MEMBERS i EDGE RGERMEDIATE ---��_t�------- -- -- STAGED 3"MMJ NML PATTERN PANEL PAW—EDGE DoumENAILsxES7pADPIG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment 91. ° ° ° ° ° ° Effective Date: January loth, 2020 If 71 7. WeAern Surety Com any° n F. LICENSE AND PERMIT BOND ° KNOW�ALL PERSONS BY THESE PRESENTS: Bond No. 64929142 n ° That we, Larry D Nickulas n ° of West Barnstable State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in"the State of ° _Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand and 00/100 DOLLARS ($1,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Excavation Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation' to be void, otherwise to remain in .full force and effect until January loth 2021 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirty fiWe 0days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shall`"`thee"eupon be;xvelieved from any liability for any acts or omissions of the Principal subsequent to said datew Readless o-f-the number of years this bond shall continue in force, the number of claims made agalnst�this bond.ancahe number of premiums which shall be payable or paid, the Surety's total limit of liability shall not�be cumulative from year to year or period to period, and in no event shall the Surety's total habrlty foralai'rs«exceed the amount set forth above. Any revision of the bond amount shall not be ° cumulative. ° P mm ° Dated this 9th day of January 2020 ° ° 71 ° v r Principal ° ° CORPORgTF a Principal 71 ' SEAL WEST SURET COMPANY ° ° gy Paul T.Br flat,Vice President r Form 532-11-2019 ° ° ° ° ° ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA I On this 9th day of January 2020 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. t5hhh5y55�,yyhyy5�,h�y5555h} - s L. Bauder g sSEAL NOTARY PUBLIC SOUTH DAKOTAQSLx Notary Public—South Dakota +�,y�,yhy5hyy5e�,y5hhhh5hhh t My Commission Expires January 29, 2022 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day.of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing.instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public H U o w zz � i aoi W Z 7 ~ w L) a 0 o w a v CZ 0 � f _ k Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois,. Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia; Washington, West Virginia, Wisconsin; Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Excavation Town of Barnstable bond with bond number 64929142 for Larry D Nickulas - as Principal in the penalty amount not to exceed: $ 1,000.00 Western Surety Company further certifies that the following is a.true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 9th day of January 2020 ATTEST WESTE N URET COMPANY CDT &14_z� By / L.Nelson,Assistant Secretary Paul T ruflat,Vice President Z. STATE OF SOUTH DAKOTA 1 ss � COUNTY OF MINNEHAHAd `� On this 9th day of January 1 2020 before me, a Notary Public; personally appeared Paul T. Bruflat and L. •Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTER_N_SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +5yhy�,ayh�,h�,yhhhh�5y5y5hh+ s J. MOHR s s NOTARY PUBLIC � s sbSOUTH DAKOTAss Notary Public +yyyyyyyyyyyy�y�yyyyyyyy+. My Commission Expires June 23, 2021 ry To validate bond authenticity,go to www.enasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 4p Affidavit of Substantial Financial Interest �.ndof on oath 1 depos6 a state a�fo ows: 1. 1 am an applicant for a building permit for the property located at Map-30, , Parcel . The address of the property is 2. 1 have 60 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following Individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Al0 opt t 4. Within the last twelve months, from today's date, which is , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted C building permit applications for property in which I have a 1%-or greater legal or equitable interest. 6. Within the last ten days, I have submitted �_ building permit applications. for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,thisljday of e c , 200_. 2001-0050/affin 1 (]/LOTTERY/AFFIDAVIT Bowers, Edwin From: Bowers, Edwin Sent: Tuesday, March 17, 2020 2:16 PM To: 'nrick@comcast.net' Subject: Permit/Application:TB-20-375 at 15 CARL AVENUE,~HYANNIS for Building - New Construction - 1 or 2 family Residential This letter is in response to application number B-20-375. Your application is denied as submitted for the following reasons: 1) Incomplete construction documents as required by Chapter 1 Section R105.3.1 of the MA amendments to the 2015 IRC (9th edition 780CMR) . Property does not comply with Zoning And, if aggrieved by this notice; to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Edwin E Bowers Local Inspector Edwin.bowers@town.barnstable.m a.us (508) 862-4025 I i The Commonwealth of Massachusetts Department of IndustrialAccidenis. Office of Investigations 600 Washington Street Boston,MA 02111 wwM.mass govIt a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgmization/Individual): Address: City/State/Zip: aceo,91 Phone#: Are you an employer?Check the appropri.to box: Type of project(required): 1.❑ I am a employer with" 4. am a general contractor and I employees(full and/or part-time).* "e hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition worldng for me in a aY capacity.acin'. employees and have workers' 9. ❑Building addition [No workers'comp.insurance Comp.incnranceJ required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumb' repairs or additions 3.❑ I am a homeowner doing all work ❑ � eP myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance 1equired,]t C. 152,§1(4),andwe have no employees.[No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their.workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: " Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a.fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under aims aiApenahles of perjury that the information provided above72, ,and correct Si store: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person iri the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the petmittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fiuture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877 MA.SSAM Revised 4-24-07 Fax#617-727-7749 www.maw.gov/dia Larry Nis u as _ CJ - oe 70 00, r P 4 J. t '.�. � � ... ..... ... .. . . Jr ,. .. .' zl - oll Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConstruttiSpe,rvisor CS-002265 E4pires:01118/2022 r LARRY D NIC,KULAS PO BOX 607 ': r W BARNSTABLE MA 02668 Commissioner AJU � t, w Application Number............................................. Section 9- Construction Supervisor Name Telephone Number �Z2Cj r� Address 44�'d ZZZ;V�b e Zip License Number Z 2&JLicense.Type Expiration Date / � � Contractors-Email ������Cell# � � �J r I understand my responsibilities under the`rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 78 MR and the wn of Barnstable.Attach a copy of your license. Signature Date / 04:�:) Z—P .Section',10-Home Improvement Contractor Name Telephone Number Address City State Zip " —Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code.-I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. ` f Signature - Date APPLICANT SIGNAT N =' r Signature i� 2 - � l Date d _.202U -- -- _ Print Name Telephone Number6 E-mail permit to: /b / aza/cc �'LL6rn� � �""' Last undated�l 1/15/201 R r Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ - 1 • s a Conservation ❑ ~'. _ For commercial`work,please take your plans directly to the fire department for approval" Section 13 — Owner's Authorization i as Owner of the subject property hereby authorize �/ /r C� .f, ' to act on my behalf, in all , matters relative to work authorized by this bulling permit applicati for: (Address of job) 20 Z40 �� 1�fG�✓n/Y12.�/12c/� ,/ Signature of Owner ) date Print Name Last updated: 11/15/2018 46'-0•, NOTES: ' s-o' 1so 1a'o" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS F B &DIMENSIONS IN THE FIELD i A8 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, • DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 DECK AZEK OR TIMBERTECH 5.) 110 MPH EXPOSURE B -- RAILINGS&DECKING 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING / 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 13-0" T-s' 6-0" 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS A 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION C. OF ALL SIMPSON COMPONENTS A7 A8 ANDERSEN ). ANDERSEN ANDERSEN - 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,,FOOTINGS&SLABS r FWG6068L C135 TW2432 TO BE 3000 PSI AT 28 DAYS 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON"THE SITE O +— SINK DURING FRAMING CONSTRUCTION o L DWI 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. RANGE I BATH/ SHWR. 13.)PROVIDE UTILITY.INSTALLATIONS FROM STREET TO NEW HOUSE ` KITCHEN I VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES ININ L DRY. (VERIFY I N s•-3•• LAYOUrw/owN 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY AvouER) REF EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 1'6"g x 6'8'T-0" I LIN. INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE ————— 15.)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,1J PANTRY so"x6'8" 16.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION BIFOLD MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301,2.1.1 go ANDERSEN .. FIRE RATED .3•-0" 2'_11 3'-5" 0 3' o OOR TW2442 GARAGE 1 BUILT I "X68-_ __—__ DN. cABINE g 1ECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS LINE OFS.F. CLIMATE ZONE 5,(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ABOVE _ "® - - _ -TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) O - FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMEN L'.VALL BASEMENT SLAB CRAWL SPACE WALL 19- U-FACTOR U-FACTOR "R-VALUE R-VALUE ft-VALUE R.VALUF. R-VALUE, R-VALUE - LIVING C.0 MASS.D005 49 2113 30 . EAMMEN P) 15f 9 6'0 x 68" - (VAULTED CEILING) I BIFOLO NOTES: 1:R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - • 3'-6• 10-10 '-8" 2•�4" 11'-8" Z 15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ANDERSEN OF THE HOME OR R=19.INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL _ r ' • ; I C OS.m B E ROOM#1 A281 2 3.REFER TO IECC 2615 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 2'8"x 6'8" I VSM06" . I Z 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR O I - &R13 CAVITY INSULATION - SKYLIGHT 19 I, ABOVE I O 9'0"x TO"O.H.DOOR W/ NSON ABOVE L———J UP SMO DETECTORS REVIEWED 2z CLOLS. _ CONCRETE APRON + d,. •l/1� ICKV BARNSTABLE BUILDING DEPT. DATE ANDERSEN ANDERSEN I ANDERSEN ANDERSEN /// • A TW2446 TW2446_ - TW2446 .. (r - TW2446 - A7 Aa A8 FIRE ARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 2'-9" 9'-0" 2•-3•� 3.�,. 7.0•. ".2�_0�. 5'6„ 3.6.. '. Barnstable Bldg. Dept. FIRST FLOOR PLAN OSMOKEDETECTOR Approved by: ©CARBON MONOXIDE DETECTOR Permit #: HEAT DETECTOR NEW HOUSE FOR THE DESIGNERSCALE THESE DRAWINGS JONS TO FOUND COTUIT BAY DESIGN LLC DRAWING NO CONST0.UCTION,THE BUILDING CONTRACTOR 43 BREWSTER ROAD - ML BE RESPONSIBLE FOR THE CONTENT 1/4" N THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 HAMMOND RESIDENCE IN WITH OUT RS_ORINGTHE p 66 _ I OHESIE D OF ANYAWINGS ERRORS OR FORTES. DATE : PH: (5O8)274-11 VV THESE ORA ER NOTED ANY HER THE USE FAX (508) 539-9402 THESE THE OAWNGS REQUIRE OTHER ITT N 15 CARL AVENUE HEBEDRAWrvGSREDUIREG THE WRITTEN H YA N N I S, MA CONSENT OF THE DESIGNER UNDER THE 1121/2020 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 46 0" - 14'0" 32'O• A B C A7 A8 A8 ANDERSEN ANDERSEN ANDERSEN TW2446-2 TW2432 TW2446 � 5'TUB/ SHWR. I I I BATH a - I 4 ACCESS LOFT PANEL c L N. ANDERSEN - 'ATTIC - 12'-0" 2 4 O3 2 3 4 TW2442 - I ACCESS I - n © L—�' 2,6.E x 6.8„ O 2,6"x 6R"' 01 - ANDERSEN HALF WALL W/WOOD CAP TW2446 ON. ED :o T •BEDROOM#2 '. UNFINISHED, Y STORAGE c os. m x E. -------- LIVING ACCESS BELOW CLOS. N �CLOS. • PANEL _ ... ------_—_— -----< 4 VELUX ACCESS SKYLIGHT . 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HEADER TO HEADER(FACE NAILED) - 16d 16d 16"D.C.ALONG EDGES' . - FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8tl 7 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED)" 2-8d 2-10d EACH END - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH.BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-i6tl EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST - - BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d -3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - - RAFTERS OR TRUSSES SPACED UP.TO 16"D.C. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d - 10tl 4"EDGE/4"FIELD y GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d tad 6"EDGE/6"FIELD ` - GABLE END WALL RAKE OR RAKE TRUSS 8d tad 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS .. ` GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d ladXGEI,44"FIELD , CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS - 10"FIELDWALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD)STUDS SPACED UP TO 24"D.C. 8d 10012"FIELD1/2"8 25/32"FIBERBOARD PANELS 8d --- "FIELD1/2"GYPSUM WALLBOARD - 5d COOLERS - 10"FIELDFLOOR SHEATHINGWOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d2"FIELDGREATER THAN 1"THICKNESS 10d i6tl "FIELD ��/// H :THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE COTUI_T BAY DESIGN LLC NEW Y ■ ■OUSE FOR: t ERRORDRAWINSS PRIOR FOUND ON DRAWING NO.THESE DRAWINGS PRIOR TO START OF WILL BE RESPONSIBLE FOR BUILDING(E CONTENT OR 1/411 43 BREWSTER ROAD iIN THESE DRAWINGS IF CONSTRUCTION G H A M M O N D RESIDENCE DESIGNER S WITHOUT NOTIFYING THE MASHP EE MA. 02649 THESE DR OF AWINGS ERRORS OR FOR HES. DATE : :THESE DRAWINGS ARE SOLELY FOR USE USE PH. (508 274-1166 THESE THE NOTED.ANY OTHER USE OF THESE DRAW THE REQUIRES THE WRITTEN FAX (50$) 539-9402 15 CARL AVENUE HYANNIS MA CRCHITETURAL DESIGNER UNDER CPYRIGTPROTCTI 1/21/2020 A2 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. -COR-.A-VENT RIDGE VENT W/BAFFLES i TYP.CERTAINTEED " ASPHALT ROOF SHINGLES TOP QE P F co m y AZEK 1 x 8 FASCIA 8 - FRIEZE BOARDS _ SECOND FLOG _ SUBFLOOR - - TOP OF PLAT t 8013CROWN 4 1 ❑ ❑ 4 IRE) LOUVERED SHUTTERSE]E]El� VERIFY COLOR 8 MFR LAPBOARD SIDING ED • _ - 1 E 0 L� I Q..+-TO WEATHER - L6 ooaa 1 i (�� aE] � TY SILL 1 z 4 TRIM W/SILL FIRST FLOOR SUBFLO(R 0 oa t VERIFY O.H.DOOR MFR.,STYLE, ATW 8 1/2"FLAT _ &DETAILS W/OWNERS - 1 x 8 WATERTABLE ENTRY DOOR TRIM - W/CAP W/HEAD PIECE AZEK 1 x 8 RAKE.BOARDS - FRONT ELEVATION W/Tx3 DRIP BOARD . ^ 12 . - - TOP OF PLA If 72 FALSE RAKE BOARDS w m Ijull Hill till 11 ?D SECOND FLOOR ^ SUBFLOOR - . - j TOP OF PIIH A II IT 11 IT IT II U II till Ili]11 H[111 HIT[] IIITII till lift fill IIIII W C.SHINGLE SIDING TO WEATHER - \ \ 11114 H T-AZEK1 x511 x6 CQRNERBOARDS AZEK OR TIMBER7ECH - I RAILINGS m N FIRST FLOOR SUBFLOOR RIGHT ELEVATION 1ERRORSIOR OMISSIONSLL NOTIFIED ARE FOUND ONY SCALE : :DRAWING NO.: COTUIT BAY DESIGN LLC NEW HOUSE FOR. 1 ERRORS ORON.THE NSADING CONK _ u i THESE DRAWINGS PRIOR TO STARTOf NTE ,1 0 /� o p i CONSTRUCTION.THE BUILDING CONTRACTOR 1/411 43 BRE WSTER R IN WIL ESE DRA, INGSI FONSTRUOR THE TION ROAD IN THESE DRAWINGS UT H A M M O N D RESIDENCE ;COMMENCES W TNOERR ORSOR UT NOTIFYING ITHE M1 MuAS H PoE E 7M1 A1.1�02649 j DESIGNER E DRAW OS RE SOLELY FOOR HE USE DATE PH. (508) 27 -1 66 i OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50$) 539-9402 15 CARL AVENUE HYANNIS, MA `ACONSENTOCURAEDESIGIGHTPRERTHE 1/21/2020.ARCHITECTURAL COPYRIGHT UNDER OPION COR-A-VENT RIDGE VENT 'W/BAFFLES - TYP.CERTAINTEED r ASPHALT ROOF SHINGLES AZEK 1 x 8 FASCIA& 1 x 6 FRIEZE BOARD J_QP_QF PLATE .. . III o ro TYP.AZEK 1 x 4 TRIM - W/SILL AZEK 1 x B FASCIA& - FRIEZE BOARD SECONDFLOOR " SUBFLOOR - OP9 ATE 111 111111 111111 1111 11 Will IIIIII IIIIII 111 11 111111 IILIII IIIIIIIIIIIIIHIIIIIIII W.C.SHINGLE SIDING p 5"+-TO WEATHER AZEK 1 x 511.6 - CORNERBOARDS 19m , FIRST FLOOR SUBFLOCR - - REAR ELEVATION • - - AZEK 1 x 8 RAKE BOARDS . -- - W/1 x 3 DRIP BOARD' 12 - 5.5F_l ' o ® - m N - 12 ._ 12 SECOND FLOOR - - SUBFLOOR J-QP-QEPL6TE IIIIIIIIII if H m y ? AZEK OR TIMBERTECH RAILINGS Ill fill 11111�Tll IIHTII HIT FIRSTFLOOR a SUBFIOOR LEFT ELEVATION ERRORS SHALL BENOTIFIED ON SCALE DRAWING NO+- I H 'ERRORS OR OMISSIONS ARE IFIE F N COTUIT BAY DESIGN. LLC NEW •®U S E FOR• CONSTRUCT ON. BUILDING DI START OF - e CONSTRUCTION.THE BUILDING CONTRACTOR 1\\ a CONSTRUCTION.THE BUILDING CONTRACTOR I I WILL Be RESPONSIBLE FOR THE CONTENT 1/4" 43 BREWSTER ROAD s IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE MAS H PoE E MA. 02649 HA M M O N D RESIDENCE ,DESIGNER OF GS ARE ERRORS SOLELY FOR DATEPI 1. (508 274-1166 THERE FA WINGS SOLELYFER THE USE �] THESE THE OWNER NOTED.ANY OTHER USE EN FAX (508) 539-9402 1CONTOFT EDESIGNERUN$REQUIRES ERTHEN 1/21/2020 15 CARL AVENUE HYANNIS, �Y�A ACTOFN99FTHE DESIGNER UNDER THE j ARCHITECTURAL COPYRIGHT PROTECTION 46•0" 16'-0" 14'-0' INSTALL 5/8"ANCHOR BOLTS AT 24"o.c.MAX. - FROM7 END W/SIMPSON BPS 5/8-3 BEARING PLATES OF PLATE PLACE BOLTS WITHIN 6"-15"OF EACH ; 8'-0" 8'-0" 5'-4" g�-O,� CORNER AND TO A 8"MINIMUM DEPTH MOUNT P.T.6 x 6 POSTS TO . OP-75 DIAMOND PIER FOOTINGS 1I--II • W/SIM PSON ASU66 POST BASE B FASTEN JOISTS TO F_ y_____ &5/8"BOLT AS BEAM IN/SIMPSON I ----- - H2.5 TIES , o q w� -P.T.2.10's N p a LL OLL P.T.2 z 10 LEDGER BOARD LEDGE LOK TO SOLID BLOCKING W/(2)JOISTS HANGERS SCREWS I , 16"o.c.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES fl JOIST(10)CATIONS EACH END FROM HOUSE TO DECK P.T.2 x 10'1 @ 16"o.c.W/MID-SPAN BLOCKING I BILCO"C" - I BULKHEAD I - W/18" I. EXTENSION I ' A I I C I A7 I I A8 P.T.2 z 6 SILL W/SEALER 1 ---- — —----- ' ---- DOUBLE - I —__-------'1 I n • I I I I - I I b GARAGE ANCHOR BOLT DETAIL I I I I I BASEMENT s 1/2'I-JOISTS@16"o.c. j WINDOW SCALE: 1/2"= 1'-01, I I I Q FULL > TYP.10"CONCRETE FOUNDATION I I BASEMENT I• I WALLS W/10"X 24"CONCRETE - FOOTINGS TO 4'0"BELOW GRADE I I (4"CONCRETE SLAB - - I W/(2)#4 HORIZONTAL BARS AT I I. W/10 MIL POLY UNDE TOP 8 MIDDLE OF WALL _ TYP. I 7•{y T-5" T 0" 5'0" 5'-7" I , BEA PKTM 6-12" INSTALL 5/8':ANCHOR BOLTS AT 36"o.c.MAX. I I_ FIR O PEND I W/SIMPSON BPS 518-3 BEARING EARING PLATE S O WITHINPLACE BOLTS OF EACH F CORNER AND TO A8"MINMUM DEPTH ZD GARAGE GIRT � P.(q^CONC.SLAB I PITCH2 BEAM L J J PKT. W/6x6WEMBEDDED --------WF 810 MIL POLY UNDER) , ---- ' A __ I TYPICAL 3 1/2"DIA I - . — STEEL.LALLY COLUMN I r I -- TYPICAL 30"x 30"x 12" CONCRETE FOOTING I I ¢LLO 6 5D III P OF FOUND. ATOOOR I I .S I I WINDOW BASEMENT - _ I DROP TOP OF FOUND. I I - L---- AT O.H.DOOR— I -- __-- CONC. — — — — —— — — —— — — — I P.T.2 x 6 SILL W/SEALER APRON I ——— ————— —— —————————————————— ———— . BASEMENT - A - TYP.10"CONCRETE FOUNDATION WINDOW A] B WALLS W/10"X 24"CONCRETE C _ A8 FOOTINGS W/(2)#4.HORIZONTAL A - BARS AT TOP&MIDDLE OF WALL - 4•-0, HOUSE ANCHOR BOLT DETAIL 32'-0" SCALE: 112"=1'-0" FOUNDATION/FRAMING PLAN :ERRORS RO SSIONS REN.FOUND ANY SCALE DRAWING^'O COTUIT BAY DESIGN LLC NEW HOUSE FOR. ''ERRORS OR OMISSIONS THE B ARE CON RA SCALE f[ VV 1V IV lu\ I THESE DRAWINGS PRIOR TO START OF �] 'CONSTRUCTION.THE BUILDING CONTRACTOR I I 4J B R E WSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 (l/�- IN THESE DRAWINGS IF CONSTRUCTION HAM /'O N® RESIDENCE COMMENCES ANY ERR NOTIFYING THE MAS PEE MA. 02649 �lY/' !TH BE RAWF GY ERRORS OR OMISSIONS. PH. 0 Q �]'7 GC :THESEDINNER OTEDAYOTHES ARE SOLELY RUSEOF DATE PH. 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(508))274-1166 IOF THE DRAWINGS SREQUIRE OTHER USE OFA6 FAX (50$) 539-9402 A/A' )CONSENT OFTEDEIGNERTHEWRITTEN 1/21/2020 15 CA R L AVENUE H YA N N I S, M A ARCHITECT OF CTU THE DESIGNER UROTECTE i ARCHITECTURAL COPYRIGHT PROTECTION 14'-0••. 32'-0" (SHED DORMER) A B C 0 ^ POST FROM RIDGEBEAM DOWN TO FOUNDATION - 2 x 12 RIDGE BOARDFD - - 2-1 3/4"x 16"LVL RIDGEBEAM t 3-1 3/4"x 9 1/2"LVL — — — — HEADER W/3-2 x6 ao KING STUDS UNDER EACH END - - - POST FROM RIDGETO - BASEMENT TYP. ROOF CONST. 2 x 12 ROOF RAFTERS @ 16"o.c. ' - -5/8"PLYWOOD ROOF SHEATHING - `2 x 12 RIDGE BOARDASPHALT ROOF SHINGLES , -15LB.FELT PAPER IL R49 INSULATION -2 x.12 RIDGE BOARD -SIMPSON.H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM TO'OF ROOF -PROP-A VENT BETWEEN RAFTERS 12 '- - -WIND WASH BARRIER BETWEEN RAFTERS 12 ALUMINUM DRIP EDGE o A A7 2 x 101's @ 16'D.C.. TOP OF PLATE " . I•.• .. - - .VERIFY ROUGH'OPENING B - W/MF SOLID 2 x 8 BLOCKING IN THE OUTSIDE OF R TWO RAFTER&CEILING JOIST BAYS - @ 48"D.C.,ALLOW SPACE FOR AIR HUNDERSIDEF_RO F -FLOW ON THE O ROOF UNFINISHED 32'-U' STORAGE - 3/4"T&G PLYWOOD - - SUBFLOOR-GLUED&NAILED - 1. _ - . - SECOND FLOOR r - � � SUBFLOOR - ROOF FRAMING PLAN 9,2"I-JOISTS 16"oc NOTES: 3-1 3/4"x 9 1/2" 9"BATT INSULATION(R30) -LVLHEADER w •1.) ALL ROOF RAFTERS TO BE 2 x 12's 5/8"FIRECODE GYP.Bo. . - UNLESS OTHERWISE NOTED - TRANSOM WINDOWS ON i x3 STRAPPING@ 16" AT ALL RAFTERS ENDS o.C.IN GARAGE . TYP.WALL CONST. _ 3.)VERIFY GUTTER TYPEILAYOUT 1.2 x 6 STUDS 16"o.c: W/OWNERS 2.1/2"PLYWOOD SHEATHING GARAGE 2. USE SIMPSON H2.5A HURRICANE CLIPS 3.1/2"GYP BAIT.INSULATION 4.1/2"GYPSUM BOARD 5.W.C.SHINGLE SIDING -ram' (4"CONC.SLAB . PI7CH 2"TO O.H.DOOR - - 6.TYVEK VAPOR BARRIER - W..614 VF EMBEDDED - - 8 10 MiL POLY UNDER] SURFF-LOOR FLOOR : TOP OF FOUND. TYP.10"CONCRETE FOUNDATION ��, /'1 /L /� a WALLS FOOTINGS T x 24"CONCRETE A S CT I o N. I1111 p .�/'1 RHG E - W1(2)# TO 4'0"BELOW GRADE S 1 1 V `W v W/(2)#4 HORIZONTAL BARS AT , TOP&MIDDLE OF WALLTHE A7 ERRORSIGNEORO SHALL OMISSIONS RE 10 11 IF ANY SCALE : DRAWING NO. : COTUIT BAY DESIGN, LLC NEW HOUSE FOR: ERRORS TION. HEBUILDING CONTRACTOR ':THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WLLCON BE RESPNSIBLE FOR CONTRACTOR N "'MIL RE RESPONSIBLE FOR THE CONTENT 1/4 /I �+A(� 1 IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENCSIGNER OF WITHOUT ROMIYING HE OMISSIONS C o �/�1 Gc H A M M O N D RESIDENCE I DESIGNER OF ANY ERRORS SOLELY OMISSIONS DATE,: ' PH. (JOO) 274-11 UU THESEOWNER NOTED, SOLELVFER THE USF. p`{A' OF THE OWNER NOTED.ANY OTHER USE OF FAX (50$) 539-9402 15 CA R L AVENUE H YA N N I S, I Y,A THESE DRAWINGS REQUIRES THE WRITTEN 1/21/2020 `CONSENT OF THE DESIGNER UNDER THE 1 AT ARCHITECTURAL COPYRIGHT PROTECTION -'ACT OF 1990. CONT.RIDGE VENT - i 12 (5)11 Od NAILS EACH END TYP. ROOF CONST. ^ -2 x 12 ROOF RAFTERS @ 16"o.c. 12 12 - 11 -5/8'PLYWOOD ROOF SHEATHING �5.5 -ASPHALT ROOF SHINGLES -15LB.FELT PAPER -R49 INSULATION ' -2-1 3/4"x 16"LVL RIDGEBEAM » -SIMPSON H 2.5A HURRICANE CLIPS 2 x 10 CEILING JOISTS 16"o.c. TOP OF PLATE AT ALL RAFTER ENDS @ -ICE/WATER SHIELD AT BOTTOM TO"OF ROOF `\ -PROP-A VENT BETWEEN RAFTERS TYP.1/2"GYP,BD.ON `—CONT.SOFFIT VENTS L+ -WIND WASH BARRIER BETWEEN RAFTERS ALUMINUM DRIP EDGE 1 x 3 STRAPPING @ 16"o.c. TYP.WA!",LL CON VT. ' - - � � 1.2x6 STUDS @16"o.c. Nin LOFT 2.1/2"PLYWOOD SHEATHING •, _ 3.6"(R=20)BATT,INSULATION °J m 4.1/2"GYPSUM BOARD - 5.W.C.SHINGLE SIDING 4 6.TYVEK VAPOR BARRIER r SECOND FLOOR. SUBFLOOR - 9 1/2"ENGINEERED JOISTS @ 16"o.c. TOP OF PLATE 2-1 3/4"x 16"LVL BEAM - P,T.2 x 10 LEDGER BOARD SCREWED TO i (FLUSH FRAMED) SOLID BLOCKING W/(2)LEDGERLOK SCREWS y " 16.o.C.W/ZMAX LU210 JOISTS HANGERS o INSTALL SIMPSON DTTiZ TENSION TIES I- - LIVING DINING AT(4)LOCATIONS FROM HOUSE TO DECK mN JOIST(1)EACH END 22 h. ROOM ROOM FASTEN JOISTS TO _ REAM W/SIMPSON - TYP.3/4"T&G PLYWOOD H2.5 TIES - .. - "SUBFLOOR=GLUED&NAILED FIRST FLOOR - 12 - - - SUBFLOOR r _ 12� 9 1/2"ENGINEERED JOISTS @ 16"o.c. -" 12 P.T.2 x 10's @ 16"o.c 5 S TYP. 9"BATT. 3-2 x 12 GIRT 3-P.T.2 x 10's INSULATION(R=30) - TYP.10"CONCRETE FOUNDATION \ • WALLS W/10 X 24'CONCRETE `—P.T.2 x 6 SILL FOOTINGS W/(2)#4 HORIZONTAL W/SEALER FULL 2 x 10 CEILING JOISTS @ 16"D.C. TOP OF PLATE BARS AT TOP B MIDDLE OF WALL. BASEMENT TYPICAL 1/2"DIA. , - TYP.DAM PPROOFING - STEEL LALLY COLUMN -ON FOUND.WALLS MOUNT P.T.6 x 6 POSTS TO - (4"..CONCRETE SLAB I)P-75 DIAMOND PIER FOOTINGS f • W/10 MIL POLY UNDER) W/SIMPSON ABU66 POST BASE - BEDROOM#2 O . "5/6"BOLT T N L__}--TYPICAL 30"x 30"x 12" - CONCRETE FOOTING -rir�BUILDING SECTION LIVING/DINING SECONDFLOOR SUBFLOOR' A8 9 1/2"ENGINEERED JOISTS @ 19 D.C. TOP OF PLATE TYP.14'GYP.BD.ON •-- - 1 x 3 STRAPPING @ 16"o.c. BATH/ m BEDROOM#1 LAUNDRY .. .. r•TYP. T 8 G PLYWOOD SUBFLOOR-GLUED&NAILED FIRST FLOOR - - - - 1 SUBFLOOR 9 1/2"ENGINEERED JOISTS @ 16"c.c. • - - - - TYP. 9"BATT. 3-2 x 12,GIRT - • - INSULATION(R=30) P.T.2 x 6 SILL _ - 1N/SEALER .. FULL TYPICAL31/2"DIA. Q BASEMENT STEEL LALLY COLUMN _ — YA 0 " CONCRETE FOOTING c BUILDING SECTION@ BEDROOM/BATH A8 '� /�/�\�� THE DESIGNER SHALL BE NOTIFIETS Y SCALE COTU IT BAY DESIGN. LLC N E �/ �/ ®U S FOR: 'ERRORS OR OMISSIONS ARE FOU Df\/1WING NO.. IL-�\ THESE DRAWINGS PRIOR TO SCALE - STAR .CONSTRUCTION.THE BUILDING CCTOR I 43 BREWSTER ROAD _WILL BE RESPONSIBLE FOR THECT 1/4' = 1'-O" IN THESE DRAWINGS IF CONSTRU MAS H PE E MA. 02649 HA M M®N D RESIDENCE COMMENCES WITHOUT NOTIFYING C '7 Cc DESIGNER OF ANY ERROR$OR ONS. PH. (508 274-11.66 HESEDRAWNGSARE$OLELYFOUSE PATE yl(\1 OF THE OWNER NOTED.ANY OTHE OFFAX (50V) 539-9402 THESE DRAWINGS REQUIRES THE EN 1/21/2020 15 CA R L AVENUE H YANN I S, MA ;CONSENT OF CHITECTURAL DESIGNER UNDER ROARCHITECTURAL COPYRIGHT PRON ACT Of 1890. i /YYN1& } PRaxcr LOCA CARL Lrw PARCEL >80 o ✓offAr G. SOWERS, M. r ff"TZ19B r. Pr'RRY, TR. f At LOCUS MAP QCIO 17.3 STOCKADE FENCE PP NOT TO SCALE 17..8 17.9 I 19.1 s79.29 00"W �00.00' IP-! N � � FOUND LEGEND 18.4' 18.4 BUILDING SETBACK-JIVE 20' SfIiED /'' � / ----18 ---- EXISTING 2' CONTOUR 18.3 x 18.5 EXISTING SPOT ELEVATION > SMH a EXISTING SEWER MANHOLE / r> 17.4 m PP EXISTING U77U7Y POLE 10. au 21.3' a IP C IRON PIPE Z $ FOUND LOTS a oEar H EN Y g w a =IOffN K. cE/�IGIRIIS�' 1� g �/ BENCHMARK E GENERA L NO TES.• j _ / 17.s rnv 117.5 T CN IL ffA.ir�lOND, TRS. 8,21 / G PACE'/: P� EL. 17.48' 1. HOUSE NUMBER.. S 18.2 � '. j vwrFwAY o 2. ASSESSOR'S INFORMA710N. MAP 306, PARCEL 249, LOT 4 i EwsTINc a LOT 4J. FLOOD ZONE- X (FEMA PANEL 250001 0568 J, DATED XL 16, 2014) HOUSE 4. ZONING DISTRICTRB >O,000 S.F ti 5. LOT COVFRAGE BY 8;3 I1 b ' --rt ._ ��. _ ��___J__1s___,, A. EXISTING STRUCTURE 68 S.F./ f0,000 S.F. = 0.7X 1s.s 1s.3 , /� o HUB/rA 17.1 G17.4 B. EXISTING & PROPOSED STRUCTURES 1,520 S.F./ 10,000 SF. 15.2X H DG 17.8 FOUND : . SMH - N7-'2 00 E 10 0.00 18.3 1 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY IP TACK 19.0 SHRUBS 7. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. FOUND 1 8. SITE IS Wl THIN AQUIFER PR07EC77ON DISTRICT 4 18.4 1 . 70 18.4 ` 9. THIS PROPERTY IS ON TOWN SEWER EXISTING 10. ZONING SETBACKS ARE 20 FOOT FRONT & 10 FOOT SIDESAEAR PROPERTY LINE. HOUSE { 1 I > z SITE PLAN .LOT S C FOR f LOT s rn JAMES & MARLISE HAMMOND BORIS & RARINA N/f' L0.1YSffIN, TBS. .�G1RJY d� ANN .ARIA' D'BRI�'N #15 CARL A VENUE H YANNIS, MA Scale 1 "=20' Date: JANUARY 17, 2020 `s10 JYarwick dPc associates Inc. 4 GARY S,tASR1t NO.40039 �' 63 County Road Bow' 801 DRAWN BY- L.M., R.J.W. DA7� f/1T/20 _ 20 0 10 20 40 S Fay t� � S North Falmouth, Mass 0,255E CHECKED BY GSL SYEET 1 OF f 1 6=wm44l (508) 563 - 7777 P.• jLand Projects 2004�SS200021 dwg�SS20002SP..dwg SCALE, > /NCH = 20 FEET I I s 3