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HomeMy WebLinkAbout0191 FIFTH AVENUE (HYANNIS);�� � - .. `� i l '� Town of Barnstable Building . --� •� �'' �.''...,s"kx a .'.���. .`,"'�..{'w .wax. .g!.w.. •. ,-�,. ,,t�w�+ �\ x .i�z..:..._c ���`�rox..�re..� �w-x s+.�.r ,;.' "�:+,»��\: <<-,.. �s* �ua�v�� ^^ ..:� ,At.>� n�nwxrweu Post Th s GardSoThat,t sVis,ble From the Street Approved Plans;Must beRetamed on Job andths Card,Must be Kept Th M!"� P os ted Until�Final Inspection Has Been Made " za3 ��� �' � k� P m� 67P �a �, z .u. ` Permit r Whera Certaof Occupancy:is Required„suchBldmg shall Not,be Occup,e� d�untila",F,inalln.spect,on;has beenmade Permit NO. B-18-406 Applicant Name: EVERS,STACI A& LINDBERG,CHARLES A Approvals Date Issued: 03/21/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/21/2018 Foundation: Location: 191 FIFTH AVENUE(HYANNIS), HYANNIS Map/Lot: 245-106 Zoning District: RB Sheathing: Owner on Record: EVERS,STACI A&LINDBERG,CHARLES A Contractor Name: Framing: 1 Address: 6 CURVE STREET Contractor License ';. 2 HOLLISTON, MA 01746 '"� Est Protect Cost: $300,000.00 Chimney: Description: DEMO ATTACHED GARAGE& BREEZEWAY,LIFT HOUSE,POUR Permit Fee: $ 1,680.00 FOUNDATION REBUILD GARAGE ADD 2ND FLOOR T6CREATE A fem Insulation: �. � e Pa,d � S 1,680.00 REC ROOM AND MASTER BEDROOM OVER MAIN PART,OFrHOUSE 3/21/2018 Final: UPGRADE SMOKES Date f !� Project Review Req: �,. ��f,_ Plumbing/Gas Rough Plumbing: Building Official rt � Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorizedsbythis permit is commenced within six months aftertssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresishall bye in compliance with the local zonirig by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or"road"and shall be maintained open for public mspectio for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby the Building and fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work.# r 1.Foundation or Footingdd Roug h: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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 Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 100.p0' o a O O O -fl 01 OO x � Z O C>J � O pO Z 33.7' 28.T 100.p0' APR 2 7 2010 CA w. AS BUILT FOUNDATION PLAN DCE #17-452 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 191 FIFTH AVENUE PREPARED FOR: WEST HYANNISPORT, MASS. STACI EVERS SCALE : 1" = 20' DATE : APRIL 23, 2018 REFERENCE ASSESS. MAP 245 PCL. 106 �ZN OF MqS HEREBY CERTIFY THAT THE STRUCTURE Sic DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE A. GROUND AS SHOWN HEREON, O ALA off 508-362-4541 4 No.40980v fox 508 382-9880 I down cape engineering, inc. .t7,_ No URA`' r Cl WL ENGINEERS I LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR I' Town of Barnstable Building PostThis�Card So That rt is Uis�ble;From the Street Approved.Plans Must be Retam'ed dn,lob and:.this Card Must be Kept W�7lNSIALLt, �. • M" Posted Unt1lFlnal Inspection Has,:Been Made ." r i63 S 1w # s zJr r ya ;Where a Cert�ficate;:of Occupancy is Required;such Building shall Not be Occupied until avFinal`Inspect�o has been made _ er it . . ....m §r w�q ..� ...... ..rc ....._.r, �. .h i,ldin s'a. Permit No. B-18-406 Applicant Name: EVERS,STACI A& LINDBERG,CHARLES A Approvals Date Issued: 03/21/2018 Current Use: Structure !(� Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/21/2018 F o u n d a t i o �/� y �00 Location: 191 FIFTH AVENUE(HYANNIS), HYANNIS Map/Lot: 245-106 Zoning District: RB Sheathing:77 s 7 Owner on Record: EVERS,STACI A&LINDBERG,CHARLES A Contractor Name: Framing: 1 0 Address: 6 CURVE STREET i Contractor,License 2 HOLLISTON,MA 01746 Est Project Cost: $300,000.00 „ Chimney: Description: DEMO ATTACHED GARAGE& BREEZEWAY, LIFT HOUSE, POUR PermitFee: $1,580.00 Insulation FOUNDATION REBUILD GARAGE,ADD 2ND FLOOR-TO CREATE .Fee Paid:y $1,580.00 REC ROOM AND MASTER BEDROOM OVER MAIN PART OF HOUSES Date 3/21/2018 Final: UPGRADE SMOKES Project Review Req: ` ` see Plumbing/Gas 4 W Rough Plumbing: Building Official 'N. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'--approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shalt be incompliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or:;'road and shall be maintained open for publ c inspection for the entire duration of the work until the completion of the same. r Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the�Building a"rid Fire Officials are provided on this permit. Service: Minimum of five Call Inspections Required for All Construction Work: 1.Foundation or Footing � N ^_ µz y� Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: 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 M G L c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f 1Oo p0' N _ O a 39 6 O O O VIM O OO X 00 Ij 0 33 9, O W — O O .00 33.7' 2$7, -jUILDING DEPT- 10° APR 27 2018 W AS BUILT FOUNDATION PLAN DCE #17-452 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 191 FIFTH AVENUE PREPARED FOR: WEST HYANNISPORT, MASS. STACI EVERS SCALE : 1" = 20' DATE : APRIL 23, 2018 REFERENCE ASSESS. MAP 245 PCL. 106 � H OF M,gSSgC I HEREBY CERTIFY THAT THE STRUCTURE o�' DANIEL yGs SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. o A U OJALA offfax soe_508 W2_au, �No.40980P down cape engineering, Inc. -•1-�J ND UR Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR i CFTHE r, •, �/ Z�/� .y . . ' U........../.4 6 APPGat1 AT4 mber........ * RARNSTABLE, yMASS. Permit Fee......... . . (../............Other Fee........................ 1639. DJUT-TV$�_ +, TotalFee Paid..........................................:.................... ...... J TOWN OF BARNSTABLE Permit Approval by.../ ...................on. lo.iI.S'...... BUILDING PERMIT M {�........... ......... J � .............Parcel........../... .......................... ap... ..V . APPLICATION Section I — Owner's Information and Project Location Project Address �r7�'f V Village Wf 5T It�Offll.)P'G 2j Owners Name 'S T 19 Z Owners Legal Address 19 ( . r-i au-. ;by r sox cac& City' �� � t1s'l i -1 State r'l Zip Owners Cell# 0 g ?�0� �`�l E-mail ��/ (�S l��G01f15 l�cxpq l, (Qy11 Section 2— Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit [ New Construction ❑ Move%Relocate ❑ Accessory Structure ❑ Change of use [Demo/(fie structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation. ❑ Pool. ❑`''.Insulation Spe cify eci p fY . Section 4 - Work Description `�iri 10 (of tr� t YAE . f d LIE t` 401)Y V((�1� .I Aid' "D aO Last updated: 12/28/2017 Application Number.................................................... F— Section 5—Detail Cost of Proposed Construction 36�o e� Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing r�. Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design j I ' Section 6— Project Specifics j Wiring ❑ Oil Tank Storage © Smoke Detectors ® Plumbing [ Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ® Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �?Eoft tJ Ueolf I am using a crane ❑ Yes ❑ No Se ction 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ® No ❑ Section 8— Zoning Information i Zoning District Proposed Use Lot Area Sq. Ft. a Total Frontage Percentage of Lot Coverage # 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: 12/28/2017 Application Number................................�... .z........ ". Section 9— Construction Supervisor r. Name Telephone Number Address City State Zip License Number License Type' Expiration Date Contractors Email Cell# 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 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date E Section 10—Home Improvement Contractor j k " 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 R. 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 understa d the construction inspection procedures,specific inspections and documentation required by 780 CMR and a wn of B rnstable. Signature Date 2,171 1 - APPLI ANT SIGNATURE Signature k. Date Print Name Telephone Number. 5b(� 3 D� 0 Z 02 E-mail permit to: S�'V�_L CF CC115_D� '1 CLW— C0M �t Last updated: 12/28/2017 Section 12 -Department Sign-Offs Health Department ❑ Zoning Board(if required) El Historic District Site Plan Review(if required) ❑ Fire Department ❑ 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 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) bv �_h // i Signature of Owner date S TAa F/E e,�) Print Name f ., --- Last updated: 12/28/2017 � ����e � 1�A���I ��emi �, ��I � h1 �j�b`f I I i bal f 1-- Town of Barnstable .� Zoning Board of Appeals Decision and Notice Special Permit No. 2018-005 — Evers/Lindberg § 240-92(B) — Nonconforming structures used as single- or two-family residences To allow the demolition of the garage and breezeway and construction of new garage and breezeway and to raise the entire structure to comply with FEMA Regs Summary: Granted with Conditions Applicant: Staci A. Evers and Charles A. Lindberg Property Address: 191 Fifth Avenue, Hyannis (Hyannisport), MA Assessor's Map/Parcel: 245/106 Zoning: Residence B District Hearing Date: January 10, 2018 Recording Information: Deed: Book 27957 Page 92 Background Staci A. Evers and Charles A. Lindberg applied for a Special Permit pursuant to Section 240-92.13 — Nonconforming Buildings or Structures Used as Single and Two-Family Residences. This section of the Zoning Ordinance allows the expansion of a preexisting nonconforming single family dwelling by Special Permit providing the expansion will not be substantially more detrimental to the neighborhood. The property is located at 191 Fifth Avenue, Hyannis, MA as shown on Assessor's Map 245 as Parcel 106. It is located in the Residence B (RB) Zoning District. The Applicants propose to demolish an existing garage and breezeway and construct a new garage with living space above. The existing property is located in the flood zone and the new construction will bring it into compliance with flood zone regulations. According to the site plan submitted, the subject lot is 10,000 square feet and is located within FEMA Flood Zone AE (EL 12). The lot is nonconforming in that it contains 10,000 square feet where 43,560 square feet is required and the existing dwelling is nonconforming in that it has a 3.9 foot side setback where 10 feet is required in the RB Zoning District. All other bulk regulations are conforming. According to the Assessors records, the lot contains a principal one bedroom dwelling of 1,960 gross square feet (1,176 square feet of living area) with an attached one car garage, and was constructed in 1947. The lot overlooks marsh and an inlet waterway which drains into Nantucket Sound. Procedural & Hearing Summary Special Permit Application No. 2018-005 to demolish an existing garage and breezeway and construct a new garage with living space above was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on December 18, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on January 10, 2018 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were . Alex Rodolakis, Jacob Dewey, Paul Pinard, David Hirsch and Herbert Bodensiek. Attorney Paul Tardif represented the Applicants before the Board. Attorney Tardif described the project and stated the homeowners must lift the dwelling 18 inches to comply with FEMA regulations. The project includes demolishing the existing garage and breezeway and constructing a new garage with living space above, and breezeway. I • / f f Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-005-Evers/Lindberg The Board Chair requested public comment. Attorney Tardiff provided the Board with an email from an abutter, Thomas Sousa, in support of the application. Findings of Fact At the hearing on January 10, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-005, a request to demolish an existing garage and breezeway and construct a new garage with living space above: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-92 allows for the expansion or alteration of a preexisting nonconforming structure used as a single-family residence with a Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The Board found that the alterations would have very little impact to the public good or to the neighborhood. 3. The proposed expansion of the dwelling will not be substantially more detrimental to the neighborhood than the existing building or structure. The vote to accept the findings was: AYE: Alex Rodolakis, Jacob Dewey, Paul Pinard, David Hirsch and Herbert Bodensiek NAY: None Decision 1. Special Permit No. 2018-005 is granted to Staci A Evers and Charles A. Lindberg, to allow for the demolition of the existing garage and breezeway and construction of a new garage and breezeway and to raise the structure to comply with FEMA regulations. The property is located at 191 Fifth Avenue, Hyannis (Hyannisport), MA. 2. The proposed alterations will be in substantial conformance with the plan entitled "Site Plan of #191 Fifth Avenue West Hyannisport" prepared for Staci Evers dated December 15, 2017 drawn and stamped by Down Cape Engineering Inc. and architectural drawings by Peter McDonald Architects LLC. 3. The existing shed shall be removed. 4. This construction shall represent full build-out of the lot. No additional increase in building_ coverage or gross square footage shall be permitted without prior approval of this Board. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies filed with the Zoning Board of Appeals and Building Division. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Alex Rodolakis, Jacob Dewey, Paul Pinard, David Hirsch and Herbert Bodensiek NAY: None Ordered Special Permit No. 2018-005 to allow for the demolition of the existing garage and breezeway and construction of a new garage and breezeway and to raise the structure to comply with FEMA regulations at 191 Fifth Avenue, Hyannis (Hyannisport) has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-005-Evers/Lindberg be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of klis decision, a copy of which must be filed in the office of the Barnst ble Town Clerk. Alex K odolakis, Chair Date Sign d I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this /3 day of & / under the pains and penaltieq,gf.. � perjury. ,`�,�OF• .,.�.6��,�r �H 04 .q Ann Quirk, Town Clerk z "~ '°° e = o , V • r 3 f �F1HE rp,, Town of Barnstable BARNSTABLE, * Assessing Division 9 MASS, 3. ,��� 367 Main Street,Hyannis MA 02601 a www.town.barnstable.ma.us Office: 508-862-4022 Edward F O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION 9 December 26, 2017 RE: Adjacent Abutters List For Parcel: 245406 191 Fifth Avenue Hyannis, MA 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. -J. Board of Assessors Town of Barnstable 12/1g/2017 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for flap & Parcel(s): `245106' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 32 r 1 close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CiLystatezip 245041 FELDMAN,ROBERT N 56 TOWER AVENUE NEEDHAM,MA 24687/267 02494 WEST 245042 BRADLEY,PATRICIA E PO BOX 248 HYANNISPORT,MA 20598/272 02672 245043 KLAMAN,BARBARA C/O CENTERCORP ATTN:GAIL D 600 LORING SALEM,MA 01970 12281/64 TR-BELL/WESTTR BRENNAN . AVENUE 245072 GOULET,WAYNE& JACQUELINE 70 COLLINS DRIVE MARLBOROUGH, 28499/112 PETER&TOLAN, MA 01752 245073 ONEIL,OWEN E& 10 OLMSTED DR HINGHAM,MA 11611/86 LESLIE M 02043 TOPPA,JOSEPH A& WEST 245074 CONSTANCE TRS TOPPA FAMILY TRUST P 0 BOX 668 HYANNISPORT,MA 18212/172 02672 WEST 245078 RYAN,ARLENE M PO BOX 517 186 7TH AVENUE HYANNISPORT,MA 25019/160 02672 i GREENE,LILLIAN E& GREENE FAMILY REALTY NEWTON CENTER, 245079 MILLYARD,MARJORIE TRUST 87 CLIFTON ROAD MA 02459-3111 25578/81 G 245080 LEMBO,PHILIP J& 1087 FRANKLIN MELROSE,MA 26326/168 SUSAN P STREET 02176 245081 GILLIS,ANDREW,J, %GILLIS,ANDREW J, RACHEL E 19 ZUNI ROAD CARBONDALE,CO 29402/249 CHRISTOPER T& CHRISTOPHER T& 81623-8720 245082 HEAPS,ROBERT J& 66 COLONEL DANIELS BEDFORD,NH 26931/187 ELISABETH M DRIVE 03110-5010 245083 EISENTHAL,SHERMAN SHERMAN EISENTHAL 16 MAPLE AVENUE SHARON,MA 30127/113 TR 2013 TRUST 02067 WEST 2450B4 &DEBORAH ONER,ROBERT PO BOX 425 HYANNISPORT,MA 8966/286 &DEB 02672 245097 ESPENHAIN,CRAIG R PRISCILLA A ESPENHAIN 4 SHEPARD WAY CANTON,MA 25920/34 TR IRREV TRUST 02021 WELCH MIKUS, LARCHMON7 NY 245098002 BARBARA& MIKUS,EDWARD]R 6 VIRGINIA PL 10538 21414/135 245098003 WELCH,MARY LOUISE 8 VIRGINIA PLACE LARCHMONT,NY 9952/321 ET AL 10538 ABRAHAMSON,MARK 278 WOOD HOUSE FAIRFIELD CT 245100 &MAUREEN ROAD 06824 30056/332 245101 MCAULIFFE,THOMAS 10 SHAWMUT AVENUE HUDSON,MA 25823/87 M 01749 245102 DAVIN,ANGELA A C/O DAVIN THOMAS D 2201 MEETING ST MINNETONKA,MN 9724/224 ESTATE OF 55391 WEST 245103 VILLA,PHYLLIS A P 0 BOX 301 HYANNISPORT,MA 5407/286 02672 245104 HERRINGTON,JAMES 25 BATCHELDER ST MELROSE,MA 11338/308 &ELLEN 02176 VILLA,CHARLES V JR WEST 245105 &PHYLLIS A P.O.BOX 301 HYANNISPORT,MA 15633/295 02672 EVERS,STACI A& HOLLISTON,MA 245106 LINDBERG,CHARLES 6 CURVE STREET 01746 27957/92 A http://maps.townofbarnstable.uslarcims/appgeoapplAbutterReport.aspx?type=ZBA 1/3 I 12/19/2017 1 AbutterReport 245107 SOUZA,THOMAS G& 88 NICHOLS STREET NORWOOD,MA 8957/107 SYLVIE G 02062 245114 WELCH,M L&J F&G 8 VIRGINIA PLACE LARCHMONT,NY 26400/101 R&MIKUS,B W 10538 245115 LAFRANCE,ANN J C/O SQUIRE PATTON 2550 M STREET,NW WASHINGTON,DC 8703/58 BOGGS(US)LLP 20037 245116 MCDONALD,JOSEPH 95 MAIN ST MARSHFIELD,MA 1371/359 D&MADELEINE 02050 1 I f I ( i f hitp://maps.townofbarnstable.uslarcims/appgeoapp/AbutterReporLaspx?type=ZBA 213 I 12/19/?017 AbutterReport 24512E MCDONALD,JOSEPH 95 MAIN ST MARSHFIELD,MA 6768/140 D&MADELEINE 02050 245129. MCDONALD,JOSEPH 95 MAIN ST MARSHFIELD,MA 1371/361 D&MADELEINE 02050 11 245132 QUINLA D L WEST PO BOX 536 HYA NISPORT,MA 12452/209 &MORGAN,JANE]ANE B 02672 245133 QUINLAN,RAYMOND L WEST &MORGAN,JANE B PO BOX 536 HYANNISPORT,MA 8021/57 02672 245134 QUINLAN,RAYMOND L n/oGADBOIS,KAREN M 4 ANDREWS WAY SOUTHBOROUGH, 16032/193 TR MA 01772 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters,If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1 211 9/2 0 1 7. 6 fI I i i I I 4 i i http://maps.townofbamstable,us/arcims/appgeoapp/AtuUerReport.aspx?type=ZBA 3/3 Town of Barnstable Geographic Information System December 19,2017 _ 24451313 #130 #129 FOR��5r 245113 2#137 45144 2#1357 #138 266012^2660 23 245099 245121 y #140* #139 #142 #136 �2A5126'• ? DR 266021 #140' 245117 i�-iq3 n pAK #21 245068� t#114`1' y Y245077 #141 114 9266009 #142 X . 245122 a 268Q D {#15 245096 %' ' #146 ,25 ►t1 9148 245051 #145 245076 C :'. : : := :"i .� #,151 266008& 245069 #149 m ='- 245114: :;::::: •;z-ti: p #i12 -4160 ` .;r.158?._:: :t:'rc;:_;::;r;f `. 266007 '�'^ 245098001 ^" visa 6'0 0 i:•.is�:!:/>.F%l%y /y%•:. : ; 24611 a ¢161 14 of- 2660060 01 1624S075 2124 #115 245052 245050 QG #1 2570 # #D 55 245123 #158% was - 245049 ?A5074:':: % i/� Yfi.r,' r r^�i %/ iff�45a,15•r ., #I 3JA 245071 :•#.a165ri,�/./ :�%i y f•%. 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Enlargements beyond a scale of Abutter List Type-Parties Of interest are those directly opposite subject lot on 1'=100'may not meet established map accuracy standards.The parcel Imes on this reap are only graphic representations of Assessor's tax parcels.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. /•'. such as building locations. Buffer �![/,• i r - s Town of Barnstable *° - cc.i utm i r.var i o `ToI ng Board of Appeals` Notice of Public Hearings under the Zoning Ordinance Town of Barnstable t r�;,;;�hJanuaryjl0 2018 W ,f Zoning Board of Appeals To alf persons .I terested m or affected by lhe-actions of the Zoning Notice of Public Hearings under the.Zoning Ordinance Bdard,of Appeats;.you are hereby notified,pursuant to Section 11.;of January 10,2018 Chapter 40A pf the.General;Laws pf the Commonwealth.bf.Massa- To all persons interested in n?affected by the actions of the Zoning chusetts,and all amendments thereto,.that,a public.hearing on the Board of Appeals,you are:hereby notified'pursuant to Section 1.161 following appeals wJl.be held on.Wednesday,January 10,2018 at Chapter.40A of the:General,Laws df.the.Commonwealth of'Massa- the time indicated:...,, chusetts,and all amendments thereto;that a.public hearing on the following appealsrwlll be held on Wednesday Janua 7 10 2618,at Toning Board of Appeals 7 00 PM the time mdicatedi; ti . 7 00 PM Appeal Nd 2018-003 „'Julia Hotel;.LLC Zoning Board of Appeals 7:g0 PM Julla;Hotel LLC .has applied for',a Condilmnal Use Special Permit pursuant to Section 240 25(c)CoddihonaLUse in the-Highway Bust-. 7:00 PM Appeal No.2018-003 Julia Hotel LLO ness (HB) portion:.of the property and. Sechon''j240-03(B) Julia Hotel LLC..has applied for a Conditional Use Special Permit AlteratioNExpansion;of Nonconforming;Buildings or yStructures:INot pursuant to Section 240=25(c)Conditional Use1n the Highway Busi- Used as'Single or Two-family Dwellings rn,the Business(B)_portion. ness (HBJ;portion of _the property and :Section:,240=93(B). The-Applicant prpposes to construct a fifty(50)roam two(2);story Alteration/Expansion of Nonconforming Buift ings.or:Structures.Not additlon 6 the;existing.Courtyard:Marriott-In adddiori':&sile ilm- Used as Single or Two-family Dwellings In the Business(B)portion. provements including'accestlegress changes, new and redesigned The Applicant:proposes:to construct a;fifty(50)room,*6(2j story parking storm water and landscape-improvements 'The sublect addition to the existing'Courtyard Marriott in addition'to.site im- property1s Iocated'gt7D71yannpugh Road,;,(Route 132),,Hyannis,_ prove m arts including.access/egress;changes,new and redesigned MAas;shownonAssessorsMap?311asParcel610 lt1s1ocated'in parking stormwater and.landscape.,Improvemems. The'subJect theVjghway BusmeSs(HB)and Business(B)Zepmg Districts property is located at 707 lyannoughj Road,,(Route 132) Hyannis, bau LIsrL�xii xti >t y MA as shown on Assessor's.:Map 311 as Parcel 010.::It is located in 7,01 PM Appeal No 2018 004 MacGregor Trustee of Island Sun the Highway.Business(HB)and Business(B)Zoning Districts Nominee Tryst S sM}a.,, a 9:: f t 4 - ,r '„r. a J Bruce MacGregor Trustee of the Island Sun Nominee Trust has. Trot PM Appeal Ne 2018-004 MacGregor Trustee of Island Sun' applied fora Conditional Use Special Permit pursuant to Section 240- No Trust.;... 25(c)..... tonal Useln,,the Highway Business-(HB)zoning district, d.Bruce MacGregor Trustee of the Island Suri Nomin6e Trust.has Sectlori'240 93(B)AI[erahoNFxparisien of Nonconforming Buildings, applied for a Conditional Use Special Permit pursuant-to Section 240_. orStructures<not used as singleTor`.twa family dwellings and Section. 25(c).Conditional Use.,ln the Highway-Business(HB).zoning district, 240=35(G)(4)'Groundwater_Pi6'tection'Overlay sDssticts"The Appli Section 240-93(B)Alteration/Expansion.of Nonconforming Buildings cant is:proposmg to'redevelap!the property;by constructing two(2) or Structures not used as single or two-family dwellings,and Section: oryice Buildings consisting of;ap"prowmately+20618 square feet and 240-35(G)(4)`Groundwater,Protection Overlay.Districts.: The Appli 4 900 square lee t'tagelher wlth,numerous site.improvements Tfte. cant.is proposing to redevelop"the property,by constructing two,(2), proposed_office uses include 4pProxlmately10.000 square feet of, 4ffice.bulldings cgnsisting'of approximately 20018 square feet:and medical office The sublect property Is located at 10 Attucks Lane 4,900 square feet,together with numerous site improvements :The Hyannis MA as shown on Assessors Map 254 as Parcel 015 If is. proposed office uses include approximately 10,000 square feet of located TgRhe Highway Business(HB)and Well Plotection Oveay me rldical office..:The,suhject property is Iodated at 10 Attucks Lane; Zonili9 Districts ei ;w�con " � ue r, '' Hyannis,MA as shown on Assessors Map 254 as Parcel 015 .It.ls l }� al;uu]Y3 ttsX iA�a ,xh y; ( located m the Highway Business(HB)and.Well Protectlon Overlay. a7 02 PM Appeal No;2018 008,} �;';Evers/Lin.erg t"t .; Zoning Districts �Staci A Evers and Charles A*Lindberg have applied'for.'.a Special: Permit pursuant`to-Sechon 24092 8 s Nonconforming Buildings or 7 02 PM Appeal No.2018-065 Everskindberg' Structures Used as`Single and°Two Family Residences The Appti„ >;Staci A.Evers and Charles A:Lindberg have applied:for,a Special cants are proposing,to demoltsti an exisbng'garage and.'breezeway Permit pursuant to Section 240 92 B:-No nconfdrming Bwlduigs fir and construct anew garage with_living space,above The existing: 'Structures.Used'as Single and.Two Family Residences... The Appli-,. propetty..is located,In the flood ioneland the new constr-uction will': cants are proposing to demollsh an existing garage and breezeway bong it Into compliance with flood zone regulations Thelproperty Is. and.construct;a new garage:with Imng space above.,:., a existing : locatediat 1.9 Fifth Avenue Hyannis MA as shown on Assessor's, property Is`.tocated In the floodzone'and;the new construction will Map 245 as Parcel 1A6 Ihslocated{n the Residence B(RB)Zoning. biing'tt into compliance with.flood zone regulations The property 7s Z. located at, 1 Filth Avenue.Hyannis MA as shown'on Assessor's '�u1Map;245 as Parcel 106 It is located in the Residence B(RB)Zon ng r,;q;This-public hearing will be held at the Barnstable TownHall 367: District Mani Street Hyannis^MA Selectman s Conference Rgom;located on the 2nA;Fioor Wednesday"January 10 2018?Plans and applications; This public hearing will be held at the Barnstable Town Hall 367,. may be:revlewed at the Zonigg Board of Appeals Office,Planning and MainSireet,.Hyannis,MA,-Selectman's Conference Room located on Development Department Town Offices 200 Maln Street;Hyannis ,the.2nd Floor;Wednesday,January'10,2018 Plans and applications', MA r r� y tin i3a ct 'may be reviewed.at the Zoning Board of Appeals Office,Planning and; Development Department 'Town Offices,.'200 Maln Street ni Hyans Barnstable Patriot;, t t " Alex Radolakis;IChair MA ._ December 22&'December 29:2017 Zomn,a Board of Aooeals ' Barnstable Patriot Alex Radolakis Chair r December 22 8 December 29 2017 Zoning Board' Aogeals d BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 3/15/2018 Endurance International Group Mail-Fwd:Evers Date: March 7, 2018 at 2:32:03 PM EST To: Mark<MARK@CAPECODARCH.COM> Begin forwarded message: From: Mark Mckenzie <markm@mckengineers.com> Subject: Re: Evers Date: March 7, 2018 at 8:28:07 AM EST To: Peter McDonald <pmarch@capecod.net> As long as they do real solid blocking with proper connections to the floor joists (ie they should use hangers on the blocking where the posts from the window headers above hit the blocking)then there is not further reinforcement of the floor system necessary. The window headers below should be fine if they are at least double 2x8..so those will need to be verified on site On Mon, Mar 5, 2018 at 1:13 PM, Peter McDonald <pmarch@capecod.net> wrote: - Hi Mark, Can you take a look at this-especially S2 and S3 to make sure the dormer is suppported and we don't need any extra header above front door/windows. See Mark C's fixed up drawing attached below. Call me with any questions. Thanks Peter Begin forwarded message: From: Mark C <mark.cotino@gmail.com> Subject: Evers Date: March 5, 2018 at 9:43:52 AM EST To: Peter McDonald <pmarch@capecod.net> Peter McDonald Architect 508-240-0843 www.capecodarch.com i Looking for clarification on the following: 1 Existing 1st. FI.Joists are 2x8- Should be ok for existing.-or double up under kitchen?? 2 There is a concrete slab under a portion of fl. near garage (no joists)Will just have builder add new 2 x 8 framing this area? 3 There are 2 Beams under 1st.fl.joists in some areas Assume we add posts and footings under these existing beams?We never got under the existing house. Do we need to locate these on plans or go look at existing floor framing when they pick up the house? 4 Existing collar ties are 2x6 twenty plus inches on center/Need 2nd fl. framing plan for main house. Main house roof staying as is-do we need to add anything to these in the existing attic space? Probably will need to add ties under existing ridge board as needed.... 5 1st.fl.walls are 2x4 with HGT, of T-Y. Need to bring R-Value to code? They will be foamed to get r-value hftps:Hmail.google.com/mail/u/0/?ui=2&ik=fbd6df2ecl&jsver=kBTDgkPpgMA.en.&view=pt&search=inbox&th=1622612baca3335a&siml=1622612baca... 2/4 f 3/15/2018 Endurance International Group Mail-Fwd:Evers 6 1st.fl.wall stud layout is random and will differ from new 2nd.fl. wall and fl. layout (could have an exterior strap issue) Is this an issue? Should we add studs into existing 1 st floor:walls to line up with above 7 Header size for over front door to carry dbl.2x10 fl.joist- Lets talk about this and support for dormer above. Mark C will be sending you a more clear drawing 8 Garage valley rafters change to 2x12 on flat? YES-at over frame 9 Low roof plan-front gable-change valley to 2x12 on flat(split)?YES- at over frame 10 H2A ties for garage and back dormer rafter to stud connections good? Good, right? 11 1[-"A6 section P shows 1-17/8-TJ1'S%"3=A6_,shows•9.1-/2=AJS`--20-s'eries_?� We fixed this---going-with-the-bigger,joists L1__M east elevatioa-garage roof pitch 6.2bZ12—west elevationTS/12?-> We/ fixedTthis- t'I_A5-north elevation-dormer-rcof-9/12=south elevation 3/12-?'Wei fixedmthis 12 CConfim_2nd,_fh_ceiling HG_TZLW6_are_going to confirm-ands 13 LMaSter bdr-dormer wall H.GI.?VVe are_going_to_confirm and_-fl x-- 14 E3=AUmil fl_over garage w____all'HG_T_7@_T=1"�2=A6T2nd-fl-walhHGT/. @ 7--6n__Fixing Is the differnce because of roof pitches coming together @ the valley? 15 2-A6- New 91/2" LVL beam is shown dropped/S2 shows same beam as flush, and also confirm beam is 22' long and not 44' +/-22'and should be flush 16 Vent ni g/soffit-ridgg-_or louvers?See,3/A6.andY6lA6.tRidge.and-soffit� vents:-WIIFinakeahis-more_clea_r---='Z� Mark A. McKenzie, P.E. Pres., McKenzie Engineering Consultants, Inc. 1279 Millstone Road Brewster, MA 02631 (774)353-2144 mckengineers.com Peter McDonald Architect 508-240-0843 www.capecodarch.com 3 attachments image001.jpg https://mail.google.com/mail/u/0/?ui=2&ik=fbd6df2ecl&jsver=kBTDgkPpgMA.en.&view=pt&search=inbox&th=1622612baca3335a&siml=1622612baca... 3/4 aR Department of Public Works 47 Old Yarmouth Rd. Water Supply Division P.O.Sox 328Hyannis,MA. w sARNMEA 02801.0328 MAW TEL:305-77'.-0063 b � ' Hyannis Water System Operations FAX-SM7MIS13 February 28,2018 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 Ir RE: 191 Fifth Avenue—Acct# 606065 Dear Sir: The owner has advised us of their plans to raise the building and install a new foundation The water ILI service at this property has been shutoff and meter removed. The customer's plumber,Jay Devlin,has cut the service back 3' out from the foundation. If you have any questions,please call#508-775-0063 extension#3515. Thank you. Sincerely, J jeSrk Hyannis Water System IIUILDIIVC C? �? MAR 012018 To�N OF BARNS7gBL, L i EVERS9URCEWestwood,Maassachusetts` StaStationss TOWN OF BARNSTABLE ENERGY 7018F 2 3 PM 2 0 6 February 22, 2018 nIVISION Staci Evers PO Box 606 W Hyannisport, Ma 02672 RE: 191 Fifth Ave W. Hyannisport, Ma 02672 Dear Ms. Evers: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of February 22, 2018, the electric service to 191 Fifth Ave W. Hyannisport, Ma 02672, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Michelle S. Electric Services Support Center } I f national r d 40 Sylvan Road Waltham, MA 02451 BUILDING [KEPT March 1, 2018 MAR 02 20io TOWN OF BARNSTABLF Attn: Staci Evers Re: 191 Fifth Ave, Hyannis MA This letter is to notify you that the gas service located at 191 Fifth Ave, Hyannis MA was cut and capped on property for demolition on March 1, 2018. Please be sure to call Dig Safe before demolition. If you have any questions, please feel free to contact me at (617) 801-9538. Thank you, Bob Fontana Gas Connections Rep. nationalgrid robert.fontana@nationalgrid.com (617) 801-9538 r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): Address: I t'I F-O ,Wt' r City/State/Zip: W SST �A ti-Or1n 0PCO Phone#: 50 v 0`h �)-1 3 Are you an employer?Check the appropriate bog: Type of project(required): 1.El am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. [New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, [g"Demolition workingfor me in an capacity. employees and have workers' y p t3r• � 9. ❑Building addition [No workers'comp.insurance comp.insurance. required..] 5. ❑ We are a corporation and its 10.❑.Electrical repairs or additions officers have exercised their ,, doing all work 11. Plumbing repairs or additions 3.IJ I am a homeowner g w ❑ g p myself[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] 'fury applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state vyhether 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 isproviding workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(shouting the policy number and expiration date). Failure to secure coverage as required under Section 25 of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisomner 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 advis d that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance c erage ve cation. I do hereby certify under the p ' and enalties f p 'ury that the information provided above is epnd correct Signature: Date: /l Phone#: SO V6 l y� 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#: I i �oo.00 D 39.6 O I 0' o I i Zg.T 100•p0 w I w, AS BUILT FOUNDATION PLAN DCE #17-452 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 191'FIFTH AVENUE PREPARED FOR: WEST HYANNISPORT, MASS. SCALE : 1 = 20' DATE : APRIL 23, 2018 STACI EVERS REFERENCE ; ASSESS.MAP 245 I'M 106. 'Al OF tqq . I HEREBY CERTIFY THAT THE STRUCTURE DAN SHOWN ON THIS PLAN IS LOCATED ON THE �• IEL. n GROUND AS SHOWN ;HEREON. off:M-N2-+541 o N.o 40980 4 im1i 508 382-9880 Pad cyv �t down cope engineering, Inc. rL C/V/L ENGINEERS Y LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR �O EVERS RESIDENCE J L 191 FIFTH AVENUE z W. HYANNISPORT * MA . ad _ ® _ =— —_- — 3 E \ oE � 1 �N LIST OF DRAWINGS w GENERAL NOTES: w 3 ARCHITECT: ARCHITECTURAL: I. THE GENERAL CONTRACTOR IS RESPONNIIILE FOR ALL REQUIREMENTS PETER MCDONALD A-I Foundation Plan OUILINEDINMASNACHUSET''SBUR,DINGcot)x'ritEDn'ION,201SIEC (INTERNATIONAL ENERGY CONSERVATION CODE)AND ASHIRAE 90.1-2013 P.O.BOX 8.88, A-2 First Floor Plan and ANDALL MIINICIPAI.CODF.SANDORDINANCES,A I)ALI.STRUCTIJRAL, - - ELECTRICAL AND MECHANICAL WORK SHALL COMPLY WITH GOVERNING NORTH EA STHAM,MA 02651 Door/Window Schedules CODES AS ADMINISTERED BY MUNICIPAL BUILDING OFFICIALS AND SHALL, TEL:508-240-0843 A-3 .Second Floor Plan BE CONSIDERED AS PART OF THESE CONSTRUCTION DRAWINGS. A4 East&West Elevations 2. THEGENERAL CONTRACTOR SHALL INVESTIGATE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. STRUCTURAL ENGINEER: - A-5 NOrth.Bc South Elevations - 3. ALI.CONTRACTORS AND SUB-CONTRACTORS SHALL CARRY INSURANCE AS MCKENZIE ENGINEERING CONSULTANTS A-6 Cross Sections WILT.PROTECT THE OWNER FROM CLAIMS FOR DAMAGES AND PERSONAL 1279 MILLSTONE ROAD, INJURIES WHICH MAY ARISE IN CONNECTION WITH THIS PROJECT. -4. CONTRACTOR SHALL PROVIDE ALL F.QUII'MEN'I'.LABOR AND MATERIAL caS a 'BREW STER,MA 02631 STRUCTURAL: NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK TEL:774-353-2144 IN ACCORDANCE WITH THESE PLANS. G-1.0 Sheerwall Cover Sheet " 5. DRAWINGS ARE NOTTO BE SCALED.NOTIFY THIS OFFICE OF ANY SITE WORK: G-1:1 Structural Details I DIMENSIONAL DISCREPANCIES. G. 1) WINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARIiD BY THE COSTAL ENGINEERING CO. G-1.2 Structural Details 2 ARCHITECT FOR THIS PROJECT ARE FOR USE SOLELY WITH RFSPECTTO 26O CRANBERRY HWY S-I Not]nUse EAUTHOROF THEDOCUMNTS AND SHALL RETAIN AL'I' I COMMONIAW,STATUTORYAND ORLEANS,MA 02653 - S-2 -First Floor&Second Framing Plans OTH17R RESERVED RIGHTS.INCLUDING COPYRIGHT.THE ARCH ITECTS S-3 HI hand Low RoofFramin Plans DRAWINGS,SPECIFI CATIONS AND OTIIERDOCUMNTS SHALL NOT BEUSED TEL:508-255-6700 S g BY 7'III,OWNER OR OTHERS ON OTHER PROJECTS. 7. THE ARCHITECT AND ARCHITECTS CONSULTANTS SHALL HAVE NO p e RESPONSIBILITY FOR THE DISCOVERY,PRESENCE,HANDLING,REMOVAL OR DISPOSAL OF OR EXPOSURE.OF PERSONS TO TOXIC OR HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. - 8. ANY SUBSTITUTION OF MATERIALS OR METHODS SIIALL.BE APPROVED BY [AO] THE ARCHITECT. 000 DMOTORS REVIEWED _ = 3/u i y I D! r.' RE DEPAR7Yv1ENI TE I1. `��OTIl4$fG�J'A�fiEIR�S"%7'lfE fF�f?Ul�b`�d12���RMf17T/fJ6 I . 19d1SIUb g �0 0,01 NOTE STRMlf rR I.N 2C iD u -iYIE CONIKACi'OR SFW-I._VEF.IFY ALL GRADES LEVELS. -BIERS-2 x 10¢+Ib"O.C. Z� AND DIMENSIONS AS 5N01NN ON rFE DRAWINGS.AND -ALL P05r5-9 x 6 C UNLE55 OIHERW%NOTED) 5NALL RENORI"ANV ERROR5 OR INCONSIS fENCIE5IN -ALL 1 VADER5-C 5)2 x 6 C MLE55 OtHr;w`-E NOTED) 11-CM f0 TW ARCHI1ECf 6EFORE COMMENCING WORC, ,o -AM51,-ADOVE MEAN SEA LEVEL(AM%) nvenr.evxa z= T O O © J s LAM F�CroR � —_.. '- E%5nuC iG4R FOLK e%ISnn�Yt7��LOLR � �� F�aoo e�c�. a Z v � g I ABM- ono W_ r ELw TION r 5z Houx ® O ® (3 OO - W - rvXoovwv:eoie —————— ——— — oEoaoon7Fwax - — o (Dv� �Fo�eEV — z P-- L————————————————— ------- _. _ A4 . NOfe SfRIJC'fI.KAL NOfE -i71E CONTRK fOR 511N-L VERIFY ALL GRMES LEVEL5. -kAPTER5-2 x 10¢16"O.C, p AWL'P'MEN51ON5 A5 SNOWN ON THE I2RAWING5.AN"? -ALL P05i5- 1.6(IJNLC55 01-gk M%NOfEDJ 9-A.L MPORT'ANY eMOR50R INCON515TENC1E5 IN -ALL FEADERS 2.6 C lNLE55011-rK'W15e NOIEO> 1I r-M f0'fLE ARCNIfCCl'PFFOM COMMENCING WORK. o -AM51.-A13OVE MOAN 5eA LEVEL(AM'iL) z� ' s • a� 4 ® ®FILY.P. ——O——i--"—O——— ICI W P u�i 3 ----- eIFr = _ - - rvoov u.ev. v000 env.' - -—_Iv_ P oxiMnreroa cr I In. Fouonnm.i wn�.s � � ��NORM ELEVATION 501I(N CLEVMION 0 Z - AS • o- NOTE 5Tj�UCTUr_lAL NOTE vw -9'NE CON112AC-rOV?51-TALL VEI'.IFY ALL GRADE5 LEVEL5, -IWMIT '5- 2 x 10 Cd 16"O.C. p'� AND VIMEN51ON5 A5 SHOWN ON THE PP-AWIN65.AN12 -ALL P05T5- 4 x 6.(UNLE55 OTHI I WI5E NOTED) U SHALL WW'ORT ANY rKWOk5 OF,INCON515TENCIF5 IN -ALL NEAMI?5-C' ).2 x 6 C UNLE55 OTHEI:WI5E NOTED) d 'MEm 1-o TME'APGNITEC76EFOM COMMENCING W01'K. .. -AM5L-ABOVE MEAN 5EA LEVEL C AM5L>' z 0 O U CONC�fE J•R �Ny,SM CAP.f11 '. CONPGE`,I.PIl _ _ Q 1 PIT�GYO M¢ FFoor I —.— __.. 10 Ciw) I m -. ]yy w a wA - SikLLTIXPl NOTE 1 U . 6G,15-le 0WTH5 KYy�� W. C t` 1 0� rcx w.i.� m ftiAiE WArVERS a 72 OL. 1 • 1 '.' G2AWLSPPLE. } :if - ', - {V{��J .�. O (✓air ACCE55PANEL 1 r._1 a_ r-1 r-1 r-1. IO - = _ L J 'L J L sLAr a ArRON. lo_' 9' . - - � �� 1��. L c � __ J -. 19 I�/4 lNM1T�B,'•411GFI� � � '. • �•� •�� � -—— —— WMNJ SMARNENf CUM:I-B��-441-B36B 1 - COLOR f0 DE OETERMINEIJ PV OWNER NEW R''MW fJ.Ni OVER Q TCVSEEP nOV.'N FROM 10-MIL.ViPOR DPoAIER (. .. TOI'OF FGIiNOATION _ a . y .. �- -. -,.. I'1'-11�• ... _ 31r-42�i. �. t12.�i�. � �J9'-i� - •ti . . - ..r f'I?OFOSEt7 FOUM7A110N PLAN \ - p N - � - - - R20.ECf NORM' .. -TM-GONMACTOR 54AU CONFIRM HOUR FOUNDATION CONFORMS - TO.EX15T1NG/LIFTED.NOOSE. NOTE - 5Tp.UC'ru Al-NOTE ALARM LEGEND LEGEND - N -THE CONTRACTOf.'SNA1=L VERIFY ALL G ES LEVELS, -rAF1Ef:5-.2 z 10 c�16"O.C. ( -« •.�. r-1-EwsrING Wa 1,5 z , AND DIMEN51ON5 A5 5HOWN ON THE PFAWIN65,AND -ALL p05r5- -i x Fi<IJNLE55 o,n-e"5E,NOTFD) O::o - xo. =rn ®-PROPOSED wALLs U SHALL rEpok-r ANY rfWOp.5 OF,INCON515TENCIE5 IN -ALL HEADEP5- C 3> 2 x b<UNLESS.OTHEF-WI5E NOTED) 2r e%IERIOK WA L5 T-NEM r0 THE AP.CHITEGT PFFOM COMMENCING W01?K: 20 INn:RIOR wN.Ls -AM5L-ABOVE MEAN SEALEVEL:CAM5L> LEVEL(NipvEJ . I I• NOTE: t<� I I �2 LIF"ROGfLET" EXISnNG CLLKNEPD .. ¢' E$$ ° UTILITIES TO E WALL .�� _ TO DE P.EMoVED nEW.aurnoaz 5HOweR TO - § 012 CEILINGH NG !F};`�' r.Ew wlNnoJJS I�PLxEEZIsnNG.MnrEma.s '�c - '•p �� 0 I KITCHEN AT 5INK T.D.P,VY PATER cC ADOVE FLO 17-ZONE j I OeNGN C Eli o TIP F N CoRAcz -- -- °J[j 5TOPA6e/ P nEw araeN.l _ n 0 LOW CLO e'er I•EW 5-O'.'WIDE W � .(] CA-.eV OPENING L, � •� _. -- —1•- - — — — � �'JJ _—.— r Q > as 12' m WINING 1 O r ReMOVE 3 F - DOOR NEWwLS AION _ - p ..IN NEW LOCATION . CONCEALED ILLUMINATION - PO5i. T\\ FOR GPPJGE DOORS - ti�N `RAFTER HeP R I . OVe"AD IN 50PFIt. - LINE OF OVEKhVNIC - .-SLIwGE z1F0 ANn 50PPIT.PDOVFL em'. LL IRST FL0012 PLAN / a iL -=====J� ego,CT NOON O 0 WINDOW SCHEPULE w POOP, G �,I {�7 I. C -M. MANIS.. STYLE TYPE ...ROXZi O ENIK16 REMPR:S VOOf\.l�f.I�VI�IIrL' .OA ANDER'SEN TILT-WASH TW24g2 2'+55/B'xg'-9'7/H". 5YM. MANUP, 5TrLe - TYPE INWT5Re .WUI'H OPNENIW, RFMARK5 - L+ 900 5eRIE5 PO a-HuNfw .. ANPERSEN 'TILT-WASH TW2642 .2'-7 5/B".n 4'-9.7/B" I - 0 4005EN. PATOC WOGV NINGEP PWN516B 0 900`FRIES PATlO DOGR-INSV.ANG 400 SERIES nOUDLe-HUNG - .. O PNDERSEN 'fll-T-WASH TVJ24410 �.2'-5 5/B"i 5'=0�/B" �2 OVERHEAD Ghl'NnE n001? 400`_FRIES nOI1VLE-NIAJ(w ,9 LITe.2-PANEL ANIJER`.EN TILT-WASH 'rW50R10 -g''I 5/B ::5'-O.�/B". 0 GNZACE POOR. ® 4005ERIE5 POWLE HUNG, INTOCR CL05ET POOR 2'-9".6'-5" 5EE.2-m PGK PETALS . TW2942 2'-5 /H"x4'-4'7/B' CUSTOM POOR (CRC555eCLION"V"J ® 900 SE r5 POLf;!-E N NG - ANPERSEN TIL1-WASH T 042' 5'-15/B x9'-9.�/H EGRESS' O INFERIOR POOR 2''_B"icG-B" MATCH E%ISTING . © 400 seme5 PC -e-MJNG.' NO1F5: +• PLElv`E REVIEW WINDOW XHEPILE WITH PATER VEPORe ORDERING. . IIJn:R10K.nOOR 2'-6:'xb'-B" MACH EXISnNG Ri:view WINPOw 5CFEPILE&Ew5nNG IMNPOVJ OPENINGS W1TN wINnPW REP;.VEPO�ORDERING INTERIOR POf-KEi DOPZ -2'-2"xb'-H" MATCH EXI511W w . CONTRPGiOR TO VERIFY OILVJT VY OY HVRTIWAM TV.P.VY OWNER INSECT SCREENS:M/re4 WITH AL - NOTe5: CONTRACTOR r0 VERIFY OUPNUTY '� GLAY OPTION:LOW'e4 VvITHI ARGON PLL INTERIOR POOR 5Re5 TO ve m ERMINED ON 5ITV VEFORF orem!"ING: WINDOW FIN15HI(INIERIOK):-WHITE .. '. +�. GLVING POCK:HW�WARE;EXTERIOR KEYEV LOCK-ALVANY/NMITE. ✓ w WINDOW FINISH AWWAM: :WFIItE CONVENTIONAL 6LIPING INSECT 5CM5N + DOIPfLpiYINa FIAkiTNPl�:5fA1JPARD N411TE aa. . NOTE STRUCTUPAL'NOTE ALAlW LEGEND LEGEND ry -THE CONTRACTOI'-5HALI-VEt?IFYA"GP,'M5 LEVELS, -.I'4,rMR5- 2 x 10 c 16".O.C.' Q.., ..., 0-E%I5nNaWA L5 OZ ANI7 DIMENSIONS A5 SHOWN ON THE 17.1'AWING5 ANP -.ALL P05T5-4 x 6<UNLE55 OTHEI°WI5E NOMP) Quo 17�-mor�v WALL5 - U SHALL� Tarr ANY FPPCI'5 OR INCONSISTENCIES IN � -ALL'HEAMW5- C 3> 2 x 6 C UNLE55 OMFw5E NOTED' �,,, - ,amp,... 2. eXIT00e WN 1_5 a a THEM TO THE ARCHITECT 6EFOI:E COMMENCING WOI'K. 201N 002 WALL5 -AM5L - ABOVE.MEAN 5EALEVEL CAM5L> c 0 LIFE of CIRAL, - Y - WPLL BELOW •.� I'- — — ¢ Ev$ o -- a ----.- b o - ELI 511 _Q - •NYW LOFT �/ Q` LJ o h _ fiENCN i. 1 j W ',d I 0 56%'12.510WER e%ISTINGA 955 rAr\EL I�' W C lP`I / O 6 NEW DAM I .p..IFIOWN Q 7 TO A-C 10 N ATTIC 11 N VWWl Q' WALK-IN Y > coo. I . N I - G�ROZIM I N W V pccEss rAixL TO Arnc. I . :. - _ a.osercanll . !' DA LUNI;or avAc.E : . —rL1 �T—, ' '.WALL f1_0w, 9�_ ��.. -IL _ --J.A .. EO. E, 3. Q W-CJ" 1 SECOND FLOOR MAN \.-/ u� f, NOTE 5TRUCTUP.AL NOTE -THE CONTRACTOR SHALL VERIFY N L G S LEVELS. -RAF1EP5- 2 x 10'a I6"O.C. ANP PIMEN51ON5 As SHOWN ON THE 17RAWING5,ANI7 -ALL 110575`-.4 x 6(UNLE55 OTHERWISE NOTEI9) - U SHALL REPORT ANY ERRORS OR INCON5151ENCIE5 IN -ALL NEAAR5-(3O 2 x 6('UNLE55 OTHF", 5E NOTEP) THEM TO THE ARCHITECT I3EFOM COMMENCING WORK. d -AM5L -'A30VE MEAN 5EA LEVEI-('AM5L) '- .. • -. .. - ., .. .NEW GEAMS O� b - 12 (pEYONDJ 12ig mm -- - o Im �1 CRo55 5S ECTION"A" - � WALL PLATE HEICdii' _ WPLL PLATE a 110115E NEW .rn,e _• LANDING • _ ? = n N oEnRoonnFLorm � h�JFI$4Y FK'r+<�'rF�e1�4� P.r. • x. a �1CP0555ECT10N"n'<FRON719ohMEl:> a. - Jti �xw r, a r Ij m Mc �Q.vro'cv ex tea.�W' 1 LLEN r 4 cww.cnK K.,+r eenee4 . TYPICAL DECK I�EtAL cd HOUSE N��TWICA,5OFFITPF-rAIL` 'O Hou5p fle FIRST FLOOR ELEV. 12'FLOOD ELEV,_ _ _ —J.I—.�- - CR wL51 PL _ .. .. �. GARAGE NEW u - V/ r 5 -C=SECTION C' _ w V E-1 W EVERS ADDITION . 191 5TH AVE W. HYANNISPORT, MA w o GENERAL STRUCTURAL: NOTES GENERAL STRUCTURAL NOTES SHEARWALL,SCHEDULE SHEARWALL HOLDOWN SCHEDULE 0 Q L ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STRAP HOLDOWNS MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY. WALL FRAMING CONNECTIONS WALL TYPE SCHEDULE. Ma�/ DWE lZWS,NINETH EDITION(/80 CMR),AND ALL AMENDMENTS,WHICH - (1)-CS 16 COIL STRAP W/(26)IOd(0.148-x 3'LONG)NAILS WHEN STRAP a RL I5 BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF .O I.APPLIED OVER PLYWOOD SHEATHING.SAME NUMBER OF Bd(0.131 x 2 W PLYWOOD BLOCKED) 1$'LONG)NAILS MAY BE USED WHEN APPLIED DIRECTLY TO2 FRAMING. WITH(1)TSP CONNECTOR AT 3Z'O.C.PROVIDE(9)-10d x 1)4 NAILS TO THE 1Q Bd COMMON OR GALVANIZED BOX NAILS @ 6'O.C.EDGES 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE APPLY HALF THE NUMBER OF NAILS(13)TO EACH END OF STRAP•. WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),-WOOD FRAME STUD AND(6)-IOd NAILS TO THE DOUBLE TOP PLATE.CONNECTOR TO BE .AND 12'O.L.FIELD. W CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM)," "APPLIED DIRECTLY TO 2X FRAMING. _ (2)-CS 16 COIL STRAPS W/(26)IOd(O.I48'x 3'LONG)NAILS WHEN NOTE:NOT REQUIRED WHEN USING NIA CONNECTOR PER NOTE ON �%'*PLYWOOD-(EDGES BLOCKED) _ O STRAP IS APPLIED OVER PLYWOOD SHEATHING.SAME NUMBER OF 8d AND THE'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER' 2 Bd COMMON OR GALVANIZED BOX NAILS @ 3•O.C.EDGES (0.13t x 2!6'LONG)NA1L5 MAY BE USED WHEN aPN_TFD DIRECTLY TO 2X STRUCTURES(ASCE7-10)."THE BASIC WIND SPEED FOR THE DE5I6NOF THIS AND 12'O.C.FIELD. STRUCTURE IS 140 MILES PER HOUR(ULTIMATE)WITH EXPOSURE CATEGORY 2.EXTERIOR WALL STUDS Of UPPER FLOORS TO BE ATTACHED TO STUDS ON - - FRAMING.APPLV HALF THE NUMBER OF NAILS(13)TO EACH END OF a E-4 ,C, THE FLOOR BELOW ACROSS THE RIM RnARn W/(1)C516 COIL-STRAP W/(14) h:'PLYWOOD-(EDGES BLOCKED) STRAPS.APPLY EACH STRAP TO INDIVIDUAL STUD(UNLESS STRAPS ARE W - 10d NAILS(]NAILS AT EACH END OF STRAP)WITH A.STRAP CUT LENGTH OF Bd COMMON OR GALVANIZED BOX NAILS @ 2'O.C.EDGES - APPLIED TO 4x OR LARGER MST)`. 3.THE CONTRACTOR I5 RESPONSIBLE FOR CONTACTING THE LOCAL 18'.THE CLEAR SPAN ACROSS RIM BOARD.STRAPS TO BE SPACED AT 32"O.C. AND 12"O.L.FIELD.FRAMING AT ADJOINING PANEL EWES - (� BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECITOMS).IF (EVERY OTHER STUD).STRAP IS NOT REQUIRED AT SHEARWALLHOLDDOWN SHALL BE 3'NOMINAL OR WIDER AND NAILS SHALL BE - LOCATIONS.CS 16 COIL STRAPS TO BE APPLIED OYER PLYWOOD SHEATHING STA66ERED. ..vv��- IF SAP I5 POSITIONED OVER A BEAM OR JOIST,ENSURE BEAM/ W O THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(5)Be 7h TR 3�B��3 COMPLETED BY THE ENGINEER OF RECORD,THE COMRAROR SHALL -3:EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING NOTE:FOR PLYWOOD SHEAR WALL TYPES 1,2,AND 3 LISTED JOIST IS THICK ENOUGH FOR NAILS AND PAD OUT AS REQUIRED: 1�1 CON THE ENGINEER OF RECORD R HOURS PRIOR TO THE TIME WHEN APPLY(13)NAILS AS REQUIRED,WRAPPING STRAP AROUND THE BEAM THE INSPECTION(5)I5 TO BE PERFORMED.THE CONTRACTOR SHALL'INSURE SHALL BE ATTACHED TO THE BEAM WITH(1)LT512 TWIST STRAP AT l6'O.C... ABOVE,Bd COMMON OR GALVANIZED BOX NAILS a(0.131 x 2Yi').. OR JOIST AS NECESSARY.IF STRAP LANDS BETWEEN JOISTS,THEN V•. THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR ".(CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP)..STRAP I5 APPLIED GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE INSTALL BLOCKING WITH APPROPRIATELY SUED HANGERS FOR BLOCK INSPECTION.IF DURING THE INSPECTION,ANY PORTION OF THE DIRECTLY TO 2X FRAMING. USED AS A SUBSTITUTE. TO EITHER SIDE OF JOISTS.WHERE STRAPS ENCOUNTER HEADERS INO.1 REVISION/ISSUE DATE STRUCTURE I5 DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR I .BELOW,EXTEND STRAPS DOWN TO HEADER(DO NOT COUNT NABS INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE -4:ATTACH LOWER LEVEL STUDS FOUNDATION SILL PLATE WITH SSP CLIP APPLIED TO CRIPPLE STUDS AS PART OF REQUIRED NAILING)." GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR"S -ATIb'O.C.ANDPROVIDE(4)IOdNAILSTOSTVDAND(2)10dNAIL5TOS1LL 'SOLE'PLATE CONNECTION SCHEDULE . EXPENSE. AND SOLE PLATE((1)10d EACH PLATE 1 CONNECTION TO FLOOR RIM BOARD 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE 5.CONNECTIONS FOR WALL OPENHNG ELEMENTS (REFER TO DETAIL e) CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE WALLTYPE SOLE PLATE CONNECTION TO RIM BOARD- FOUNDATION. HOEDOWNS PROJECT ADDRESS: WITH CATALOG C-2014.IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S Lf 1'-0"TO 4'-0' (1)LSTA 9 (1)SP4• Q (3)-16d COMMON WIRE NAILS PER 16- SPECIFICATIONS. - L-4'-l'TO 6'-0'' (2)L5TA 9 - (2)SP4• HDUB-SD52.5 W/SST82B ANCHORBOCT PLACED BEFORE POUR ATTACH 5.ALL ENGINEERED LUMBER PRODUCTS TO BE I=LEVEL TRUS JOIST(OR L=6'1°TO B'-0" (2)LSTA 12 - (2)SP4• p (4)-16d COMMON WIRE NAILS PER 16• TO FOUNDATION W/APPLICABLE ANCHORMATE.IF REQUIRED USE 191 5TH AVE. EQUAL)INSTALLED IN ACCORDANCE WITH MANUFACTURER'S L-8'-1'.TO 10'- (2)LSTA 15 (2)SPH6• - - O CNW�"COUPLER NUT BETWEEN ANCHOR BOLT AND I'THREADED ROD W.HYANNISPORT,MA SPECIFICATIONS. - Q (3)-SIMPSON S0525312 A"—3Y�') TOCONNER TO HOE DOWN .ROOF FRAMING CONNECTIONS WOOD SCREWS PER 16' CAN`ALTERNATE:THE CONNECTOR SHOWN CONNECTOR JACK STUD O SOLE PLATE .STUD TSUBSTITUTED WITH ACHCONNECTOR WITH HALF SHOWN FOR WE , STHDI4 NOLDOWN STRAP••FOR APA PORTAL WALLS.SEE TT-LODE FROM L ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE. .: STUD TO HEADER.ATTACH CONNECTOR WITH HALF OF THE REQUIRED. CONNECTION TO CONCRETE FOUNDATION ICI'THE ENGINEERED WOOD ASSOCIATION.ATTACH TO FOUNDATION WITH(1)LSTA 18 TENSION STRAP AT 16'O.C.STRAP TO BE INSTALLED OVER NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE fORMWORK WITH APPLICABLE ANCHORMATE PRIOR TO CONCRETE POUR ROOF SHEATHING INTO RAFTERS W/IOd COMMON NAILS TO RAFTERS.. FOUNDATION RIMBOARD.CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FOUNDATION SILL PLATE CONNECTION TO CONCRETE '-FRAMING AND RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE 2.ATTACH THE END OF EACHRAFTER/TRUSS TO THE DOUBLE TOP PLATE OF- 15 ATTACHED DIRECTLY TO FOUNDATION STEM'WALL OR CONCRETE SLAB.. 5�g"dl¢'ANCHOR BOLTS AT 32"o.c. THE EXTERIOR WALL WITH(I).H2.5A CONNECTOR CONNECTOR TO BE "NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE,`5/ DIAMETER A307 APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDEFACE OF WALL. NOTE': Bf ALTE"D DM USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW.TSP STEEL ANCHOR BOLTS WITH 3'x 3'x%°PLATEWASHER WITH]° CONNECTOR PER NOTE '1'"WALL FRAMING UPLIFT CONNECTIONS"IS NOT. L HEADERS 4'-1'AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE. MINIMUM EMBEDMENT INTO CONCRETE - P y°•,''L/C 7^C REQUIRED WHEN USING(1)HZA AT EVERY RAFTER:. HEADER(EXCEPT HERE NOTED). ALTERNATE:TITEN HD BOLTS WITH 3.13.1 Y4'PLATEWASHER .y - M c -�E 'Z�I. 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE 2.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE - - _ ENGINEERING EXTERIOR WALL AT TH TH E.ROOF WITH ROOF SHEATHING NAILED TO E -WALL,WITH (3)IOd NAILS TO DOUBLE TOP PLATE AND(4)-10d NAILS TO KING' SHEARWALL CONSTRUCTION BLOCKINGATWO.C.PROVIDE'V'NOTCHMBLOCKEWTOPROVIDE STUD.FOR SECOND FLOOR HEADERS,PROVIDE(1)CS 16 FROM EACHION6 - CONSULTANTS. ADEQUATEVENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED STUD ACR055 THE RIM BOARD TO A STUD IN THE FIRST FLOOR WALL DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(I)ABC BELOW. FOR C516 STRAP SIZE REFER TO NOTE'2'ABOVE.FOR FIRST FLOOR 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE ZX STUDS AT CONNECTOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO THE FIRST FLOOR RIM EACH END OF THE WALL BOARD.FOR CS 16$MAP SIZE REFER TO NOTE'4'ABOVE. 1279 MILLSTONE ROAD T�],� 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16'O.C.USE(12)-,16d BREWSTERT.14A 02631 FLOOR FRAMING CONNECTIONS 3.KrN*STUD TO UMBOARO CONNECTION SPECIFIED M NE OTD'AND NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES.SPLICE LENGTH TO BE 774353-2144. - ABOVE 15 NOT REQUIRED WHERE A SHEARWALL HOEDOWN IS ADJACENT TO -A MINIMUM OF 4'-0'LONG. THE OPEMNG: 1.PROVIDEOT E'WIDE RAMUNDERECTIOq SHEARWALLS WHEN 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND 'PARALLEL TO THE FLOOR FRAMING DIRECTION IF COIL STRAPS ARE - - .BELOW ALL OPENINGS IN SHEARWALL, _ SPECIFIED AS HOLDDOWNIS AT THE END OF THE SHEARWALL,WRAP THE - STRAP(5)AROUND THE(2)1%WIDE LVLS AS SPECIFIED,WRAPPING THE _ 4,ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL LEGEND, STRAPS AROUND THE LVLS.IF HOLOOWN AT END OF SHEARWALL IS A HDU _ ENDS WITH(2)16d NAILS AT 6"O.C.FOR ATTIC/SECOND FLOOR TYPE,SUBSTITUTE(2)1%"WIDE LVLS WITH 3)S WIDE PARALLAM(MIN).SEE - SHEARWALLS AND(2)16d NAILS AT 4'O.C.STAGGERED FOR FIRST FLOOR DETAILe I I SHEARWALLS SHEARWALL TYPE 2.PROVGLINDE'WIDEPAR SHEARWALLS WHEN (2)1 BELOW RE - 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS'ATSHEARWALL ENDS:. BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO SHEARWALL.PAD WEB OF TJI JOISTS AS NECESSARY. _ � - O.SHEARWALL 6RIDLINE u�a 3.-ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE- O SHEARWALL HOLDDOWN TYPE RIM BOARD OF WE FLOOR ABOVE WITH(1)LTP5 CONNECTOR AT 24'O.C.OR: W/(2)10d TOE NAILS PER12". .. - "�' SHEARWALL NOLDDOWN • SHEARWALL F OPRFORATE SHEARWALL CONTINUE P WOOD ABOVE AND ENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. JOB$: 18-030 SHEET �- - DATE o02-OS-2018 )�)(-)0 OF KING AND JACK STUDS AT OPENINGS G 1.O SCALE: NONE JACK 51UD5 KING 57'UD5 MODEL4 1 DIA. MIN.EMBED. MIN.REBAR LENGTH DUILTUPGORNCR 57 5 MODEL DIA. MIN.EMBED. MIN.REBAR LENGTH (w PCRPLAN) (MIN OF w PCR PLAIN/G5N OR Q) SSTB16 5/e- 12/e" - 50" (MIN OF PCR PLNJ/G5NOR ') SSTB76 Sla 12/" 50' OPENlN6 I J SS1820 s a 16 i^ 1 sa ssrezo —s/e 1s se^ 66° I SSTB24 5/8 20/" 66" 7 L 55PAYi6"O:G SSTB28 718 24 a" 74" SSTB28 718 —4/e" 74". S5T834 1 7/8 28 e" 82" 11DUtiOLDOWN SSTB34 7/8 28/' 82" V{ SB1x30 1 24" 96" (PER PLAN) SBlx30 1 24" 96' - l HOEDOWN - - 1�1 (PCR PLNJ) NOTE:fDREBAR OMFTOBE CENTERED FOUNDATION HOEDOWN AND LOCATED NOTE iDO FROBECENT RED ONFOUNDATION HOLDOION—U.AND LOCATED _ I I l'TO B-DOWNANUF TOP OF MANUFACTURER'S SPECTIONWALL PER SIMPSON 3^TOSDOWNANUF TOP OF MANUFACTURERS SPECIFICATIONS. PER SIMPSON MANUFACTURER'S SPEGFICATIONS. - MANUFACTURER55PECIFICATONS. -. •. - " .G O0 OLDON N10P F455PArl6"O Z 45" 4RCO'+ PLAGC 55rB APROW ON TOP f- tix .". F OFMIG/fORD�NAI IN TT w4R PAP c A Q MlNw4 REBAR 3"Y05"�.L O GORNCRM ° 55T6 HOEDOWN ANG>OR z d'e ReDAR° P05IOON IN WALL PCR CDGe DlSrANGC - d..a _ Q ANCHOR 90LT c 5/MP50N MANUFAGTURCR'S L75"FOR ZX4WALL 5/LL PLArC d. ' - (1'°eRGSN) c Q - SPCGFK.ArION5 2,75"FOR ZX6WAL -M1GnOR OOLT j5rb llOLDOINN ANGl70•P d. - 17.5"FO 2r4WALL ° 5576 rX1({JOV✓IJ NJGttOR (PCR GSW MIN.REBARcc ° MIN.REBAR LENGTH 2.75"FOR ZN6WALL W 5"MIN. SECTION VIEW PLAN VIEW SECTION VIEW PLAN VIEW Lu H Ho HOLD DOWN' AT WINDOW OR DOOR OPENING Hn HOLD DOWN AT EXTERIOR BUILDING CORNER- OUILTUPCORNCRSTU 5 MODEL C. DIA. .MIN.EMBED. MIN.REBAR LENGTH f'7 (MIN OF PCR PI W/G5N OR�) - D(/ILTUP SY(�5 _ _ xe SSTB76 5/8 12/". 50" � ��� (MINOFa PEP PLAN/GSNDR`J) L57A57RN'Ar I6"oc. SST820 5/8 - 16/" 58 SSTB24. .518 20, 68" _- ., (PCR GSNJ V J P4 f1DU I10LDGWN SSTB28 718 24:/` 74" - ROOF SfICATfllNG - PLANJ SSTB34 718 28 82" CPCR SB1x30 1.. 24" 96" �" I NO. REVISION/ISSUE DATE NOTE:"REBAR TO BE CENTERED ON HOLDOWN AND LOCATED, nDU nOLDOWN. WTOTO S DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON (PER,PLNJ) (7)10d NAILS MANUFACTURER'S SPECIFICATIONS. '(CAGn CND) 55P AT 161O.G.- - -_ MIN.REBAR. _ _ __ _________ +++++++ PROJECT ADDRESS: 3"TO5 eDGC DISYANGe m ( PLAN)kLAM TnRCMCD.ROD SCC AL7-,C- e� a 175"FOR 2X4 WALL � ROOF RAFrCR5 PEP PLAN 191 5TH AVE. a ° w4 REBAR*' ..,a. d 2.75"FOR 2X6 WALL :' _ y'.�",>/e'PL.rtrCWA5nCRW.HYANNISPORT,MA 55T0 HOI- O N ANGl10R - ALTERNATE 5/1-1-PLATE ° Pi-Ace 55To ARROW ON rOP - - ATTACH OPPOSING RAFTERS BELOW, AIJGdOR DOLT 55rHnOLDa&ANGnOR OF ANCHOR DIAGONAL W. NOTE RIDGE BEAM/BOARD WITH 2 x4 (PERGSN) GORNCPAPPLCArION - DRILL HOLE FOR THREADED ROD COLLAR TIEAS SHOWN.RIDGE THROUGH PARALLAM ANDATTACH WI STRAPS NOT REQUIRED WHEN SECTION:VIEW. PLAN VIEW NUT AND 3"x 3"x I"PLATE WASHER USING A COLLAR TIE. 1.3 1.4 INTERIOR HOLD DOWN 'INTO. 1.5 HOLD_ DOWN AT INTERIOR . BUILDING CORNER RzncE RAFTER CONNECTIONS HD HD BE IN FLOOR FRAMING RF r ` M c�K E N'-ZI'E 2x bLacKING DCTWeeN RAFTERS ROOF SneArHING (N07G11 FORVCNrlLA7ION IF ReOUIRCD) ,POOP SneArnlNG 2 X 4 WALL � - - -2 X 6 .WALL ENGINEERING (ReFeR TO APGn(rLGrURAL - CONSULTANTS eDGC NAILING PLNJ5 FOP 110RC DCTNIL) (NOr SHOWN FORGLARfrY) " ROOF RAFrre PCR PLAN. - W O.C. 4'O.CS 6'O.C. 4"O.C: - � 1279 MILLSTONE ROADREWSTER, MA.02631 EDGE NNUNG B + (774) 353-2144 + . nOLD DOWN ++ HOLD DOWN ROOF RAYTeR PCR PLAN IRCFERTO DOUOLC ZX TOP PLATE -(PeR PLAN) (PCR PLANT APGnIrCGTURAL PLANS FOR RAFreP PLAN VIEW ELEVATION VIEW: PLAN-VIEW ELEVATION VIEW xaax Of IEN51ON5 ANO CAVE DC'rAIUNG) acme DOUOLC 2X TOP PLATE Y5PllN57ALL PRIORTO - -NOTES NOTES PLYWOOD SIfCArn1NG), 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS OCA7/ OR HfADCR ZX 57UD5 NOTE:NOT REQUIRED IF H2A�.. OF 16d(0:162"x 3.5")NAILS AT 6"O.C.:FOR 2ND STORY SHEARWALLS. OF,'16121(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY,SHEARWALLS. llF 5nOWN ON PLANS) .IS USED AT EVERY RAFTER HtZfM 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER-WITH(2)ROWS" 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS (INSTALL PRIOR T00LOCKING OF 16d(0.162'k,3.5")NAILS AT4"O.C.STAGGERED FOR MST STORY,. OFA6d(0.162°x 3.5'7 NAILS AT 4^O.C.STAGGERED FOR 1ST STORY SECTION VIEW ANOPLYVOOD5i1,fArtlwo) ELEVATION VIEW SHEARWALLS. SHEARWALLS. ALTERNATE:H2A .. .. aoBx: le-,, SSHEET 1' RAFTER TO TOP PLATE 1`� BUILT—UP CORNER AT' END OF SHEARWALL DATE°°2`DS_2D1B cl.i Rff WF scALe: NONE NSTRUCTION NOTES: N 1)WEL ASE PLATES TO VERTICAL RIMBOARD TUBE STE POSTS. POSTS TO BE ^DaraeroPRnE FIMI30AW ATTACHED TO ONCRETE (2)2,12tEADEPOR cpev ( FOUNDATION WI THREADED ROD LaL (14PICPL,REFER TO PLAN FLX EPEL AGER�ouP�NENrS> - ANCHOR BOLTS(AS RPLANS). MOMENT FRAME HEADER AS SPECIFIED(SEE S) H srn24sxnP(iNSICEFA Eo w L%A2451RN 2)COLUMNS TO BE SPLIT EAM PPowocPLArenN Z IEPllER r0(2>Z,b'. (IN5IGE FAa OF WA I) - WA1/ERro(2)-2•b LOCATIONS ANDS/4"PLATEST E l'lolleNrGONNec N _0 P DP Pro FA51EN IVP.RATE TO.FEAMMill � - USED TO CONNECT COLUMNS TO PPa� cDrra� W I— vRowsLPleasnxeRNAlsar3^o.c. BEAM TO PROVIDE MOMENT Q p • 'FA51EN`AEAIHNGIOttAPERbYIM6d COMMON - CONNECTION.(IF FLITCH PLATE MOMENTF HEADER AS SPECIFIED(SEE PLANS) Q 0R6 Vr�vLVXM5INY'C �PArreRNA5 HEADERS ARE USED,KNIFE CUT Q 9CMJ MID 5"O.C.IN AU FP.AM%(snns.LIMI 6 iV sus)1w. n5s vosr a- COLUMNS 50/50 BETWEEN n55PeuFleo � COLUMNS AND FULL DEPTH AT W 2,6 FRAMIN/. _ FLK A PANEL 5FLICE(IF t UMP), - /i55PECIFGcf, PANEL Enr�s9i LICEwoa.Eo. CONNECTIONS) .n 1>2'5TRIrnRPi PANEL AND OCCP WITHIN 24"LE AMP-, E-1 W 54fATHN6 &16"or WH.L.PLOCK1% vu It � � 3)CONTRACTOR TO VERIFY ALL „ wuEVMmH' DIMENSIONS PRIOR TO U (S)Ibd SPKERS MJN.2 d.',V-R-A1E - 51FGI4FIO.UOWN CONSTRUCTION. . WA9EP. 51FITk Ha-DOv1M' H a s/e"b(A ANCHOR DOH - • ;,1. � _ , .. (1"MIN.EMUEdMENT). - • - NO. REVISION/ISSUE DATE SIDE ELEVATION �� 1 z.i APA PORTAL WALL Z• STEEL MOMENT F E EXTERIOR WALL PROJECT ADDRESS: AP - (NOT TO SCALE,'FOR EXAMPLE ONLYI) (SUBSERVIENT TO HOST RECENT TT-100 BY THE APA) (NOT TO SCALE FOR EXAMPLE ONLY[) 191 5TH AVE. OPTION #1 • - W.HYANNISPORT,MA -.0 .C _ .. HEADER SIZE �B.'' C E A5[PLATC NJO/JJGItOR NJGItOR BOLT A5 PCR PLNJ ESP I1)LSTA9 I71 SPA () ` U5C1.5'COGCOref, [PR 0 RKN LT5 A5 PEP PLNJS PE KING'- 'ST PLYWOOD AL T N WJD- 5/D[50PPLA C5(nl L=4'-VTOT' (2)LSTA9 (2)SP4 (1)SSP PLYWOOD - 'SHEATHINGTO :229'FROfi[OO[OPCONGR irNr PER KING(1)CS,6-(6)Ba NAILS MATCH ELSWHERE. © CfIB[OTO 1'J'(nINI CM CVnLNT (2)LETA 12 (2)SP4.. (I)ESP EACH END OF.STRAP HAIL DOUBLE ROW HEADER(PER PLaN) U5[SCT GONSTR lON[PONY 'PER KING PER EACH KING STUD OF W RAILS TOP'- v '(1)SSP' (SEE NOMW) ANDBOTTOM OF L=8'-1'TO 10'lY (2)LETA 15 (2)SPHB PERKING - - PANEL INTO DOUBLE TOP PLATEANO `(2)ST2122 (2)5PH6 (,)SSP HEADER AT3b.c. McK�ENZ'eE PERKING - - O® ENGINEERING` OPTION #2 CONSULTANTS HEADER SIZE ® ®- ' © QD (s .WINDOwADDOR �,. OPENING 1279 MILLSTONE ROAD 11wcss (1)SSP - - BREWSTER, MA 02631 L=1'-0'T04':P (RM PER ICING ewcH 6NR- STRUCTURAL 4 \PLAN (774.) 353-2144 Izl-cs tE (1)SEP PLYWOOD .�w".. PERKING SHEATHING TO(1)CS16-(6)6dNAILS MATCH ELSWHEREIz)`ss� SEENOTE (1)SSP EACH ENDOF STRAP NAIL DOUBLE ROWL=E-1'TO S-o' w/ )mPER KING PER EACH KING STUD OF SG NAILS TOP m-'.,e1, I (SEE NOTE V') AND BOTTOM OF m., (1)SSP PANEL INTO DOUBLEEACH END PERKING TOPPLAtEAND (1)SSPHEADERAT3'a.cPER KINGLL NOTES:. - - wl1.HEADERS4'-1'ANDLARGERREQUIRE(2)JACKSTUDSATEACHENDOFTHEHEADER. ' T� S TION.VIEW 2.'CONNECTORS SPECIFIEDABOVE SHALL BE ATTACHED DIRECTLY TO U FRAMING MEMBERS. 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2Y16D NAILS PER a O.C.(JACK STUDIO SOLE PLATE UNA,NOT REQUIRED) 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN ISADJACENTTO OPENING. 5.DETAIL FOR WINDOWAND DOOR FRAMING ONLY OTHER STRAPS AND TIES NOT SHOWN FOR CLARNY. 1�/I�.'L /'II JOB#1 18-030 � SHEET 2:3 FRAMI.NG AT WINDOW AND DOOR . OPENINGS Z F MOPLJSNJ (N T TD BDAL ER EBAsNE PLAT SCALE02 NONE v�•L .F r • NOTE N N -THE CONTI2AC'f01.'SHALL VERIFY ALL 6 ADE5 LEVEL5, O AND DIMEN51ON5 A5 SHOWN ON THE Dt?AWING5,AND U'i 51-t^ALL REp ,A OpfNY ER-0125 OI?-INCONSISTENCIES IN NOTF. '- THEMTOTliEA1RCHITECT6EFOm.COMMENCING.wow, —6�P.r.Pozrvrtml2'•ms�rni+�e Ex15flWHOtr TO OE.Pni P la".CONTRACfOR Ke 51MP6YN Pose CYWEGroR' TO VERIFY 5M ANY CONOMON of Ex1511w,FLOOR -AMSL-A60VE'fv1EAN SEA LEVEL_(AMSL) aRwrRavRYEarva.¢Nr. .. JO151'5.NFiR ANY REM6J 15 f5 2 E .NOT A5 RCHIi Cf - CONFIRM EXISTING JOISTS 2 r10.NOTIFY PRCNITECr C 2.9 W.T. r a 5'I O,c.mm ANY/OR ENGINEER IP i y/ME NOT. O Q 5TRUCTUP.AL NOTE - RAMIN,n xNR LNmINu ' .-rlM.TEI?5- 2x10cl16" O.C. ` -ALL p05T5- 4 x-6 C:UNLE55OTHEtZIW15r�NOTED' .. _ -ALL HEAmr,,5- <3) 2 x-6<UNLE55 01'HFRW15E NOTED) 0 ' GAWiE CONCRETE`a'AD CRAW 5eA e CONCI�TE 51-AU C NE W> .. - (NEW)___5CE (5M FOUNYATION PLAN) . - FOUNPAT10N PLAN is CS� S {da 3 y E. � ES$ L—.J L L J L_J L_J Las . W�w33i 1 i•.vK'Lv�rxnM oRaPPeo - .. . FROPO�b s0.30.12 PlJYI1Nw w1M�k" 1� �� - NE W C S)I%"x9 yy -RI 1 FIt-ST FLOOp FRAMING t'LAN ` �6•or REcx ¢ePRO..ECT NORTH. FRNMING of SrNR INJYINGP.i,M"i_ _ _ Ed�li MD Kfl 651MPSONPOSr CONW- Ll 7 d . GR PPPRP2�¢O�LVN-ENT bR N'PROVEO¢gHVPLEM' l'1 Q 2 . WW( 2r6PT.0 AN MOPPeP MW(2)2.B . - BENMORYRfiR « T • :. � - 6.6 Pi, O rNAm 2"p SON?rt[iE � �F�/ ^ rTi i .._ + MIPK MPSGYJ POSTCONWCTOR - � « . oR N�PRav¢oew vxENr - - ,. � 3 �. Q - � . a on w� o o 11 f El : C W Vv Erm OR WSx40 FLU'ai F ol • �' nNG JY St52 0—t-C C. Q O O wsTo WMNN(COWIRM) _ V, N N ' (2>2J2 CL1A£R i�l .��SECONDFLOOR Fp.Alv11NG PLAN_ .a.iR rxocrclNu -.PROJECT NORTH - 1 YE Lnw zooP �' „`L PRnMING 4 NOE vse vN -THE CON1I2ALTOI2 5HALL'VERIFY ALL GFADE5 LEVEL5, O ANP VIMEN51ON5 A5 MOWN ON THE 171'.AWIN65.ANP - u 5HALL MPOI?r ANYEWOI?5 OF INCON515TENCIE5 IN 7 THEM TO THE ARCHITECT 13EFOI°.E-COMMENCING WOM, , -AM51L-ABOVE.MEAN 5EA LEVEL C AM5L> a ZO o 5MUCTURAL NOTE. � a -RAFTE125- 2 z 10 cd.l6"O.C: (2)1.B u � -ALL FO5T5- A x 6 C UNLE55-OTHERWISE;NOTE9> - -ALL HEAPMI15- <3> Z x 6(UNLE55 OTHERWI5E NOTEP) ® `_ ' FRAMING ON NIGH � � WOF FP.PMNC P AN Q•, 212 2.120N ilE fl:Af PY FLJAi l � a � • -oeaaoz<ii s.io - LOW ROOF FRAMING PLAN w 3 .. PRO.ECT NORM a, o � xE voRMER'Rocf vwwilNG De�ow RICNr �" e CIS see yaw RoaF FRAMING i� 4-4 PANS FOR iFESE ROOF , . w AREAS DELOW , - 0 NIGN I:OOF Ff?AMING FLAN \\.IN PRO.EGi NORIN C3 0 170FME1'ROOF.FF.AMING ,, _ W� EVERS RESIDENCE 191 FIFTH AVENUE W. HYANNISPORT '* MA . -mot a8 a LIST OF DRAWINGS GENERAL NOTES: ^ 3 ARCHITECT: ARCHITECTURAL: 1. THE GENERAL CONTRACTORIS RESPONSIBLE FOR ALL REQUIREMENTS PETER MCDONALD A-1 Foundation Plan OUTLINED IN MASSACHUSETTS BUILDING CODE STH EDITION,2015 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)AND ASHRAE 90.1.2013 P.O.BOX 888, A-2 First Floor Plan and - AND ALL MUNICIPAL CODES AND ORDINANCES.AND ALL STRUCTURAL, NORTH EASTHAM,MA 02651 Door/Window Schedules ELECTRICAL,AND MECHANICAL WORK SHALL COMPLY WITH GOVERNING CODES AS ADMINISTERED BY MUNICIPAL BUILDING OFFICIALS AND SHALL TEL:508-240-0843 A-3 Second Floor Plan BE CONSIDERED AS PART OF THESE CONSTRUCTION DRAWINGS. A-4 East&West Elevations 2. THE GENERAL CONTRACTOR SHALL INVESTIGATE AND VERIFY ALL STRUCTURAL ENGINEER: A-5 North&South Elevations DIMENSIONS AND EXISTING CONDITIONS. 3. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CARRY INSURANCE AS McKENZIE ENGINEERING CONSULTANTS A-6 Cross Sections WILL PROTECT THE OWNER FROM CLAIMS FOR DAMAGES AND PERSONAL N 1279 MILLSTONE ROAD, INJURIES WHICH MAY ARISE IN CONNECTION WITH THIS PROJECT, bA BRE W STER MA 02631 4. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT.LABOR,AND MATERIALS a STRUCTURAL: NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK 'I-EL:']']4-353-214.4 IN ACCORDANCE WITH THESE PLANS. G-1,0 Sheerwall Cover Sheet 5. DRAWINGS ARE NOT TO BE SCALED.NOTIFY THIS OFFICE OF ANY SITE WORK: G-1.1 Structural Details I DIMENSIONAL DISCREPANCIES. G-12 Structural Details 2 6. DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE . COSTAL ENGINEERING CO, ARCHITECT FOR THIS PROJECT ARE FOR USE SOLELY WITH RESPECT TO 260 CRANBERRY HWY S-1 Not in Use THIS PROJECT,AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND ORLEANS,MA 02653 S-2 First Floor&Second Framing Plans OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT.THE ARCHITECT'S TEL:508-255-6700 S-3 High and Low Roof Framing Plans BYTHE OW OW NER OROTHHERS ONNOTHERR PRDOCUMENTS ECTS�s SHALL NOT BE USED 7. THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,PRESENCE,HANDLING,REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO TOXIC OR HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. 8, ANY SUBSTITUTION OF MATERIALS OR METHODS SHALL BE APPROVED BY A O THE ARCHITECT. A t� 5'•A�210d\O�\GLLVGNI"C:d '•h'JIdNO�"I'bl-S 2i��NJ1\v7 31-- -1z�V a1ON ® NV-Id NOLLVQNno l zi5o foal a r II ��dLn-O,�d✓. '.InV-5-a A"IN-CI 'h':ad NJGL da.. S= 4Y'S iJfFN �b M'cV� LTI•/O n6 L3VIW'J2'eq ac Jl`i7'GJ — I '>9GH-Ibb-LLe^^-I"h'!7'-V'rl�Db'A'S'NJJfA I — - I W'IN P`aalM �/1 rl r•— a —•� •I noad•J s�v'= i-G 'rr I CAnaW,'.a6-NO' •�i , I I r r r r r -I r D = =I I= = = I I I 7C I L_J L—J L—J L_J L_J L—J '=`No Ssa:7a tsY xvds-int�t �, +em is a PAV 0,B/;�5.-06)F�w -rnv,aaai crre.o ee. •nv ucn� . tt7 A 's,0\'Md�Y2I.4 - sNm.G t�1 n- P ('anl),OI — —— — — — — — — — — — — — — J i70d aad i6�La�-lo I `�- CV'S a'NNd9 a1a�7nG7 I I� A �g6J:Y'd\la:-Iaa15 5 Man g - - 6W - - p y ® .tc-atr G-81 m �� H a (-IswV)Iana-i eas NVaw anoad-.15vw- 4s EOM t?NON�IWW07 01 Wail (Q;lON;45IM211H10 SS3'1Nn)9 x L C<)—521�aQVaH 1-tv,- NI SaIDN3.L5ISNO�NI W SMO2Nd I ANV JWJdJ 1 TWH5 U=ON 135V)GIHIO 553'INn)9 1>—5l5od 1'M- QNV'S!9NIMVdILI 9-11 NO NMOH5 SV SNOISN�W IO GIMP z 70 91 as OI%Z '5'13Ad'I S30V21h"i'fd AA0aA"I'tyl-IS 210-LW2LLNOD IHl- R� 3lON'Mbf-ul)ML45 31ON 0o N NOTE 5TRUCTURAL NOTE ALARM I.EGENt7 LEGEND N -THE CONTT2ACrOR SHALL VERIFY ALL CnIZAbES LEVELS, -RAFTERS- 2 x 10 C'I6"O.C. ex*TlKn wA._5 O ANP t71MEN51ON5 A5 SHOWN ON THE PRAWIN05,ANP -ALL F051-5-4 x 6 C UNLE55 OTHER", 5E NOTEI7> GRCx CO-P Wn LS SHALL REFORr ANY ERRORS OR INCON515TENCIE5 IN -A1.L HEADER5-C 3) 2 x 6(UNL:E55 OTHERWI5E NOTED) �., - x1>- 2.o exrelatwal.s THEM TO TI-F ARCHITECT 6MOM COMMENCING WORK, zxa NreelOR -AMSL-ABOVE MEAN 5EALEVEL(AM51-) z O$ w_�:Pnvx) I I fJ5'IVG D1xRAG UTILItIES r0 WALL New A I� - rorwREMCw_G new�rovve�rnee OR CEILING nG �1111 new�a�nz.w5 m +� ABOVE FLO ZOIJE <rCRv nr sln< I II 1 vNs p.��.,wnER"NAz1aPLs ,l c C p I - I v' 'U nE`N KYCH'.V - _ Q O A`YG CA'EVInG �P 12'C'VA0e+6'-C'HL'N — �— = i •` F' I N-W/416FIDN.ACE In vew_ecAna. °Of?LFWALe GOOFS � FPF-ER-SAGER I1 OVERRnG In 55PFr Llne'.R' OVER-AVG 11 S..u'6e5'Etl AVG50O°IrADOVE / II -6r, II s-eG II YEU'v�2)2"B-E/�Ji:LVFI:E M1 LL 1 FIRSrFLooRFLAN F'RO..SCf VOI'H O WINDOW 5CHF-PUI-F- 5vx/.. .ti"Pf\_F. STl'-° tY°E k'vL/.�O°;nIV. fEh'AFKS POOL SCNr--Pul-� N W.- ® LVDSV 3/B' MAVI°, 5" e IRY ell/-X'nlnr EPNAQ.S CC ro,:lLe-V6 w'F `N+- ® 4VG°;.°eV -11-v/ASH rV26<2 2'-%5/N'.9'-47/B' O C,Z MrFgS-n P�VG�W012?HIn2G FV loe D'-CY'x6' CC.-Ne5 GO..Ye---V6 48C 5wi GAYCR-INS'v/IN6 O VG�F_°EV ro_,AW TW244I0 2'-59/5'+5'-07/8' OVe°}EAG LP7A:65 GOCX�. 12'-C' CC rcIES GO�;Le---V6 7'-I s;/5'xti'-C%/E•' .,� 9.YE 2-°A\EL d-C'xb'-B' 9'-2J";' +E'-ICY ® AVG°e°�V 'IL'-V/A51 TWSC<IC /.AFAR tl.^iOF <OC YFIEs G0..3Le H.K6 © IV'Efl.".F CL055f GOOF 2'-<' 6'-:' '2F.2-P6°!lRGS'AILS iVVM2eN 'IL'-WA°N tW2992 2'-4 /B' +<'-9>/B' ® a6fON•GGGR .-fOsS SECnOn D') OC S:elES GCl_xe H-nG Iv ro--F GOOF 2'-B' re'-B' Nvlr li eXl5- c. ® AVGeFSEN 'IL"-WASH T"O4 2 ?'-1'.;/B'14'-47/5' ?C555 <OC S?PIES GO-?Le---V6 O IV'ERIJe GOON 2'-b'+6'-B' MATCH EXIS'IV6 lomE FLEASB RE 01 w V KUG 5C-?G_1.E vAf-0w\lz De.FCIW CRGE'<N6. f' GSV1eW`PANGOVJ SC-:G-LF..5,X15'IVG WIVG✓W O°;nIV:.:S A'YH W1nGON V.".Pr:°OFE�flJ'e1VG. IV'ERICN POCGE-LliOA 2'-2'.6'-B: MAfCH 545-IVG CONNACTOe-O V'_FIF�'J-AVf1"' O -/ISWANB f,D G.DY OW\EN N5ECf 5C—M;COKVfl\10 N. fJ.A55 O7-IA\.!NJ-@<WI'H AenOV n 5: fG WAVY GUAVA V Al hHl rizXL GOARW/A ✓S;GE?NMIVsG::V 5YE 5°'rR;OetleRlnP. �� vvtnI 11w°IVIY:EXBRICRJ:`N-Ife 6..IMM WCNA HAN^wARE:XTr QI 5eyEG LOO:-A,?nW/W-ITe GOLID.e-RjK,', RG`NArC::5rMGARG VAili9 '+ CGnVF.VI10nA.e-IGIv61VY:CT 5O2;.°.n � Nd'Id�001d QNO�aS I a CD ------ II II I II II I ii L �I I it x�d—ifi0': t u-.GI I I N I :LJYCl"I�Yd SS'e::Y 'r�7�=9 II 0 _ Q I \ 'a -------------- nv,ss,ns�vusMa wti.h ? FLva m n. gr A � I I 213M0-S LL X a4 C ^ le •� � � �9R.. -M1R I I P - . 8 ( lltN JC'J'JVI'Ay" NCLI�_M KH1'.1 `J YJ I II A1. W'(YI;I!'1nLSM: 'JVp:9i L2i0e(1210 €2, a .ca.. 1 -_-- a — I 5 0 N4!i'13Y]'I'td.N (p G1�dL^fJ uJ 3VI'I A 0 y (-15WY)lanaiYaS NYaW anoad- 11,WY- 6 4y c--AA zrlaalnl s2 m.Lw. '�IOM">NI7NaW a aFJ 1�W0� �Oda11N�2fd a-LL O1 WaH5 5'I YPA Mail:J xa A'L - — "Q (QalON a51M 4a S5a11NI1)9x L (<)-GN;AG aH TW- NI SaQNal51SNO�N12105NONaa kNY-1210dJ21'I'fdHS sl-w,*5'wom—® o'O CQ;lION�svmaHXJ s5;'INn)9"b "S15Od'-w- QM/'92NIMY2IQ;4-U NO NMOHS SY SNOISN;lW IQ QNY Z s'-VA+7VLL<Ix2—O -G '�'0 "91 a OI X Z -52131dd21- , '5-laAl-I SaQY217-1-W A-J[Nah-1-W5?10,L Y' LLNOD aHl- QNA911 OMV' 11 VVW-W a10N'M?�n1:Jl"2LL5 alON NOTV 5TRUCTURAL NOTE -THE CONTRACTOR 5H!L1-VERIFY ALL MAPEE5 LEVEL5, -RAFTER5- 2 x 10 a°1611 O.C. z ANP PIMEN5101\1 W-5 A5'HOWN ON T 17RAWIN65,ANP A.L.- I'05T5- 4 x 6(UNI-rE55 O Hrr-,W5E NOTW) SHALL REPORT ANY ERROR5 OR INCON515TENCIE5 IN -AIA,HE.:AMR5-C 3> 2 x 6(UNLE55 OTHERWI5E NO MP) THEM TO TI-E ARCHITECT C3EFORE COMMENCING WORK, yy�� o-xv.ry cAr,r'eE F'o -AMSL —ADOVE MEAN SEA LEVEL CA/vlSL) NA\.•Kf.(eF x I o-r•Ar.ev vroo�•ehvsr p Aw sr1N:�.eG cU 0 U ---- — c eLEvrnen 1z 4 F'.Ava EkiSMl.-O-S,TI.GG2 C 'G ELeV.19.�C Tf,hV.S_ �E`N PINS- p$ cXAGe w6j g �.IS�V,'N TIQS= y EH RH OH Lai Eff 12'TLGG?eLTV I �.r r 'F.. LEV t,EW S_N3�cV_ — 11 r II I g APYNJAIMAi'�•EITON I A'E LiI AccRO%IN f(7e'rtl r I e� .tt'fL..vA'IG\411Hf T.AIf.?hn.V V/A.LS 11 ' g 'G Ce CGNIYN.!G TIL�C C7 rrl W P B 1` EASt ELEVATION V5 PLI(N'9++ /TI -- —--- VAVGGN FEAG O 17nIe c�;rT.) ti e +> Ekurinc-o.- ® ® O '_Coe F✓+15,G 19' 3,G2GGN T.�2 N LIKE OF,YJ-11\;i W.AAS,TLo✓R OI T. L, i O NEW TIVIS- CiCiCiCCC PLE:eVGV? NGJS,V_N'12Y — — � FLofX:-°ICNf 12'F_ Z'TLGGG T_,V, n OOG .EV (n �® — — — — — — FIRMLill ®— — — °` TLC ' (Ij:YGNP)VG) L _ _ _ _ __ _ __ _ _ _ _ _ _ __ _ _ _ _ _ A°vra�clnnnfe.vJ.T.4GV,V 51r,e,eVAIM Fear' ro BE cGw1xYE? A4 NOTE STIPLIGTLIRAL NOTE N -THE CONTRAG-rOR SHALL VERIFY ALL OIZAVE5 LEVELS, -RAFTERS- 2.10 c 16" O.C. Ox ANP LAWN51ON5 AS SHOWN ON TW DRAWINGS,AN7 -ALL f1051-5-4 x 6(LINLE55 OTI-ERW15E NOTED) SHALL RFFOIZr ANY ERRORS OR INCON515TENCIES IN -A,I-HEADERS-(3O 2 x 6<LINIX5 OTHERWISE NOTED) THEM TO TFE ARCHITeCr 6EFORE COMMENCING WORK. I-AMSL -ABOVE LO MEAN 5EA LEVEL C AMSO z O C9 y !� Im U t �E .GGil�l.l T L:fLf QG FNC4NA.,IV'S 1NA_A4 SIZ!3 C s* _ P- :ws�nlu'CGP I I 111112 a W II O II $ � ® 1 Z wa,s,newPlz=r ® II ® a — C- — "'l'Zw�l — — — °. — — — I I g — PO_VGAtIOn O ysax rover c-wlx:. Zvi z.An rw� yd ICl/2'N1:2•B'4(L 'M4Y{.SMAYVCM._'JN. gxl5h nl.'GASh'!S..M _axr.nt•...oP� � I NORTH ELEVATION 5OLITH ELEVATION GS.� 'Q^ ' 0 z A5 NOTE STRUCTURAL NOTE N N THE CONTRACTOR SHALL VERIFY ALL<RA.DE5 LEVEL5, -P.AFTER5- 2 x 10 ae 16'' O:C. C AND DIMENSIONS AS SHOWN ON THE DRAWIN65,AND -N A.PO5r5-4.6 C UNLE55 OTHERWI5E NOTED> C 5HALL REPORT ANY ERRORS OR INCONSISTENCIES IN -ALL NEA17ER5-C 3) 2 x 6(UNLESS OTHERW15F NOTED) a ll THFM rO TW-ARCHITECT DEFORE COMMENCING WORK. -AM51- -ADOVE MEAN 5EALEVEL(AM50 9 z fly reaN•ce ccvar•.zw•oer. Y c.��.ecur+a nerweev aw p u 117 ° tr I I — u 5 � T 2 CR055 SECTION"I:" ° CRO55 SECTION''A'' - MIA V/PLL F..A"'w IQir .ol !: V/AL,aAf: T cam• SECTION"D"CFRONf DORMER) 12'PLCICtl.,_V.. nEw .+ LLL....1111 cn ro r.[c.aw- ._.nvrru.cx..le a_ �, ...c•u (ou. {�1 Q. U CR055 SECTION"C" ^m s TYPICAL.DECK DETA11,G HOU5E n TYPICNI_SOFFIT DETAIL- o..a..H�. A6 NOTE N -THE CONTRACTOR 5HALL VERIFY ALL 6RA7ES LEVELS, z ANP 71MEN510N5 A5 SHOWN ON Tlf PPAWINOS,ANP . SHALL RMPORr ANY ERR0R5 OR INCON515TENCIE5 IN ""'e`'r NOrE _ THEM TO TI'f,ARCHITECT r3EFORE COMMENCING WORK. E"B r r-csr m'F IZ'msener.ne =.xls'Iva PicusE'o s eNEEe IB' cov'xn:-az A\n K651M^5GN^L5f CGMP.CTG^ fO V3QIP",NZE AVV CGVGITION OF-KrTIVCi'I.G✓',R 9 -AMSL —ADOVE MEAN SEA LEVEL(AM5L) ocA-rccv.eoavro.eN' z -eX 11Nl. 16TR;2 E_OISrS AS gCFffI CT C✓V'IP. RN•ENCI N Fe.lp—e 2 x6,xbl'Y hoCNTEC7 °�GNF.ER IP'"EllJ"d STRUCTURAL NOTE rcnvaw.nrz-Nc..wnly Ik. �� RAFTER5— 2 x 10 a I6" O.C. -ALL 1105T5— k x 6<UNLE55 OTHERWISE NOrEb) I I- A-L I-EAVE1,15— (3) 2 x 6(UNLE55 OTHERWISE NOTEP) I I I 2 3 /.P!?Ar=GONCP.='E;"A9 Cri.NA.S�l.,E GGf.AIO SLAL'(V M% N3VVJ--.vE :SEE=oavcArlov a cA cvp"Av s III s r— Q L—J L L—J L—J L—J L—J h gz�rne->asoils^aUNu m'P 5Y' � � ��g It. 71R5T FLOOR FRAMING PLAN 2ilc r.r.,?ae Mrr ' rRO-EC'VO-"" •1?N✓.IWi of s�N2 LAIJJIWi 2�B r„ylb"J.L iPCI: �y 77 ' B.E r.i^'JY MiF KG 8.B I .POsfMY 12 A INOf"OF. ' g SINrYJN r45T CGN\eL'JC 1, ACb:{N•^.tllJ r'Jzf LOMCGYT C7 urr^crnn.=-arva,rvr rnro✓vv^eoavae\- \evn b�a.a v.r.nenN,veewEo new:a�m.e r.r. a 5 oo nN:KG 51.VY50\PGs'_'J\\!C"JG P Ge N^I:+h2n eLUVA.f.\r — h��•l iyy 6 = mo NP.WCA) %' Y .VI.BEAN ne PluLUs=tznNe�l � coo a C cws�Nr.dulsrs zdo aIB'e,c. Q YANCGVr`.NeLNP V fG LC4\eC \ art :JTNG A9GVE �\ 5eP I.we•:r.� z SECOND FLOOD FRAMING PLAN C. //� �\{�(//J eG1.lf+9.00YJV.:°�NJJ2u5 GN S2 'eCV IFP"MNnav FPN.Ae9 A^+i'V. r N u2B Z. NOrE a� -THE CONt'NP�Z�T`d�t2 SHALL VERIFY PLL GRW7E5 LEVELS. Af•1G+171MCt`J.sYY.�15 AS_SHOWN ON TFE I?RAWING5,YWn _ _ _ _ SHALL REpMr ANY Ep120125 OR INCON5151ENCIE5 IN z p THEM TO 1-F-e ARCHITECf BEFORE COMMENCING WOM U $s _AMA—ADOVE MEAN 5EA LEVEL(AM50 =ecrosec cecaNG exlsnra Roo- STRUCTURAL NOTE .:-Croarlor., °wwrvc'.lu-A,+ ® 8 119 -WAFTER5— 2 x 10 0 IC'" O'C' -ALL p05T5— 4 x b<UNLE-5 Of1-IEM15E NOTW) -ALL I-EAI7ER5— C 3) 2 x 6 C UNLE55 OTHEITMSE NOfEI�)� a; O ¢ggd KS GLLP � B1 �o V2 LN'It•.Af 8 L CNYr\4'L a xe'JWVCR acyP 21 P w'r,ON NIGH e✓� =RAVING r.AN 2/to ccp 0--r.9%Wf, e%1`.rIVG RCK'V ,2i F.oce IV rim =C/W It`G'v fc'1NNV L Q T x a R (.ChN L^.:9J 2J0 v `A 1 LOW ROOF FRAMING PLAN 121 Lw, KT.✓�eGf VOC'H exI5i1NG Roo, dQ ':ee G:�•v:a Rom O •� ' Faavaw oe��N RIc= � 4-4 �lMs PC4 r�e:C FJJ° O PR:A tY:.OvV �.j z' NIGH ROOF Fp.AMING PLAN 4J�J rr�ecr vocH MM"" W O ` S3 � DORMER ROOF FRAMING �7 74X The Town of Barnstable . Department of Health, Safety and Environmental Services SABLE, % Building Division i639. ,0�' 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner Home Occupation Registration Date: Name: Phone#: r ,3�O Address: `7 � i� Village:GV. Type of Business: MI -dap/Lot: G INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date:. X- L - Homeoc.doc 'yofF : - MGup� L � l NOTES o ZONING SUMMARY 1. DATUM IS NAVD88 ZONING DISTRICT: RB DISTRICT 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER o eY o REQUIRED: EXISTING: PROPOSED: PURPOSE. a MIN. LOT SIZE 43,560 S.F. 10,000 S.F. 10,000 S.F. 3. CONTRACTOR SHALL BE;RESPONSIBLE FOR'CALLING MIN: LOT FRONTAGE 20' 100" 100' Craigville BeachRd' ' DIGSAFE (1-888-344-7233) AND VERIFYING THE MIN. LOT WIDTH 100' 100' 100' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES M 1 MIN. FRONT SETBACK 20' 33.6' 32.6' PRIOR TO COMMENCEMENT OF WORK. MIN. SIDE SETBACK 10' 3.9' 4.5' 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE Locus MIN. REAR SETBACK 10' 28.7' 27.8' WITH TOWN. MAX. BUILDING HEIGHT 30' 18'f 24.4'f 5. FLOOD ZONE FOUNDATION DESIGNED BY OTHERS. FINISH GRADES TO BE COMPLIANT WITH SITE PLAN/FEMA ros SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT REQUIREMENTS. NlllZtuCkBt. 6. ENTIRE SITE IS WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE (LSCSF) Sound 7. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTANTS LOCUS MAP SCALE 1"=2000'f ASSESSORS MAP 245 PARCEL 106 �2 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 12) / AS SHOWN ON COMMUNITY PANEL #25001CO564J 11 12 DATED 7/16/2014 oo' 9 ,0 REMOVE EXISTING ' o 1 LOT AREA SHED /. 10,000 S.F. \ XISTING DWE NG TO ON 5 / \\ \ NEW FLRAISED 1. ISTANT o / O \ EXISTING \ \ DWELLING 1 CRAWL ACE SLAB EL. \ \ TOF = 11.5 10. q FFLR = 12.5 \ \ PROPOSED �• FFLR =14.0 \ -1 33.6 S o 32.6 1 WATTLES o 1.` �0 (REMOVABLE) 6 o AT DRIVE DEECKCK D 10 P J X � PROPOSE %, GARAGE TOREPLACE 9 EXISTING , X x SSLp's ROPOSD9j DRIVEPAVER° �SCAB-9.5 GARAGE #3 ,. SECON FLOOR ' OVE HANG SILT i/ 6 -_ FENCE cr�. 7 Opp, 5 r �X � � EXIST. BLDG. b ti Doi : 0 CIO r, m 'w 'r Z / -o C4 m 7. rn 0,/" �'�®� �� o a _ �� .ti SITE PLAN J I 0�st 8l Ll9Ly���� OF #1/ , '�qN OF M,4 � NON OF Mj boa DANIELA. CyG��� n� DANIEL gcyG�� �#191 FIFTH AVENUE off 508-362-4541 OjALA U F A. WEST HYANNISPORT �" CIVIL "' -•I OJALA N fax 508-362-9880H�ZH MSS t No 46502 x, n 40980 I downcape.com DANIELA. cis �� c a �F �° � ��; �P PREPARED FOR 00WO Im a engineering illc OJALA R` o DAFlIEL �� F sJ ess� y • • • t CO K GISTrc� �� F O C. � i i �' � S PNAL � , \� �SURVE � No 46502 i OJr1lA STACI EVERS civil engineers A ° , q No.40_9 land surveyors s��STE oF�s��o� o ' 939 Main Street ( Rte 6A) °NL,� r ,��� DATE: DEC. 15, 2017 R��� r � ^ YARMOUTHPORT MA 02675 Ire Scale: 1"= 20' ,'-- S-1__� l -�. 0 10 20 30 40 50 FEET DCE # 17-452 DATE DANIEL A. OJALA, P.E., P.L.S. r