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HomeMy WebLinkAbout0071 SEVENTH AVENUE (HYANNIS) L �� ��d�S" �e��a��--- a } i i S ti a� �i 1 1 t i-�.. ..� 1'� 4 Ie Y'7! 6 �oFtH�r � Town of Barnstable Building Department-200 Main Street Hyannis, MA 02601 $ Tel. (508) 862-4038y Certificate Of Occupancy Permit Number: B-16-98 CO Issue Date: 2/12/2018 Parcel ID: 246-151 Zoning Classification: RB Location:. 71 SEVENTH AVENUE (HYANNIS), HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: MARK J. SILVIA HOME IMRPROVEMENT Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: TWO BEDROOMS 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition y ; Town of Barnstable , g stnThis Card So That,it�is Visible From the Street Approved Plans�Must"be!Retamed on`Job and'this Card Must be,Kept .n :: x ."-s ':'"rJ a .„ e'x :*m. , rry m- " -` "� w.. r: ;�• .- MA88. S r'q a"' - r-' ,'` • .esv Posted Until Final Inspection Has Been Made 7 � : � M fi x °� Where a Certificate of Occup°ancy s Required,such Building shall Not b6,0 pi d,", nt a final Insp action^has beep n� a'de r , Permit Permit No. B-16-98 Applicant Name: MARK J. SILVIA HOME IMRPROVEMENT Map/Lot: 246151, Date Issued: 02/03/2016 Current Use: Zoning District: RB Permit Type: New Construction-Rebuild After Teardown Expiration Date: 08/03/2016. - Contractor Name: MARK J. SILVIA HOME IMRPROVEMENT Location: 71 SEVENTH AVENUE(HYANNIS), HYANNIS `' �7"�- Est Project Cost $51,500.00 Contractor Licensee: 176884 . Owner on Record: DEATON, MARIA Permit Fee $362.65 Address: 17.MORRA WAY ... Fee Paid.' $362.65 RUMFORD,-RI 02916 LY Date!= 2/3/2016 ' Description: rebuild 2 bedroom single family home Project Review Req Building Official P, This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within' months after issuance. All work authorized by this permit shall conform to the approved application'and the approved construction documents for which this permit has been granted. J All construction,alterations and changes of use of any building and structures shall be in compliance witFi the local zoning by laws;and codes. This permit shall be displayed in a location clearly visible from access Streeto,r road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. UM Minimum of five Call Inspections Required for All Construction Work: 1.Foundation or Footing 2.Sheathing Inspection, .,< '' /� OK ADY �7 i 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 '�� w �' 4z_ 5.Prior to Covering Structural Members(Frame Inspection) s{ 6.Insulation t 7.Final Inspection before Occupancy L Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. ' "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Qy4ccW441. 111.94 Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' Town of Barnstable Zoning Board of Appeals' - Decision and`Notice Special:Permit No.'201'5-058—Deaton §240'91(H)(3)—Demolition and Aebuilding on Nonconforming Lots To rebuild a demolished single-family dwelling:on'a lot less than :10;0.Msq'.ff Summary.: Granted with Conditions Applicant Maria F. Deaton ;17 Morra Way, Rumford RI Property.Address 71 Seventh Avenue; Hyannisi +. s Assessor's Map/Parcel.:: !2 46/151 Zoning: Residence'B'District`, gym. Hearing Date December 9, 2015 `4} _ Recording Information: Deed:BooU1803` Pagel 4 ;• Plan: Book`34, Page:23{Lots S94 8�'596) Background; $' In Appeal No.2015-058, Maria Deaton proposed4o construct a new two story dwelling;on the existing footprint and foundation of the.previous dwelling: The proposed.dwelling was a two-story, 2,206: gross sq.ft;two-bedroom house with a rear porch.and three-seasonroom.' Th el,gross square:footage includes the'proposed 680 sd.ft unfihishe&basement and the enclosed three-season room. The.subject property contains 9,107 square feet of upland. The lotbacks;up to;Halls Creek and''is. impacted�by_wetlands and1,a state coastal bank It is partially located:in a.FEMA"A°=Flood Zone; elevation`13 The property.was formerly improved..with a.2,109 gross sq.ft.(675sq ft living area), two bedroom single.-family- welling;:constructed in 1951. It was:a 1-story Cape with a walkout basement - and a rear deck .The:previous structure appeared to conform to yard'setbacks,*but the-rear:deck does not appearto.be in'eonformance with the�;required.35 foot setback to wetlands : According.to the'Applicant;the dwelling suffered damage as a result of a wmter.storm in February 2013. A burst pipe resulted in severe water and mold damage. The Applicant in, t6--retain the existing foundation and.framing and essentially reconstruct the dwelling with a new second story'. During the course'of work, the'Applicant's contractor, without obtaining-a demolition permit,:: demolished,the entire;structure down to the foundation: Once the complete,demolitioabecurred, a Stop Work Order was,placed'on the project and it was-re=characterized by the Building:Division as a: demolition.and rebuilding.: Section 240-91{H) requires'a special permit fob demolition and; reconstruction of dwellings:on lots containing less than.10,000 square feet of:upland : Procedural 8-Hearing,Summary Special Permit No 2015-058 to allow for the reconstruction�of a single-family dwelling on,a nonconforming Jot containing less.than 10000 squarefeet was.filed at the Town Clerk's office and. office of the Zoning:Board of.Appeals on`November.16, 2015. 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 December 9,'2015 atwhich time the Board found to,grahfthe special permit subject to conditions. :Board.Members deciding his appeaF .., were Brian Florence;Alex Rodolakis, George Zevitas, Matthew Levesque, andRobin Young.; Attorney Peter Freeman represented the Applicant before the.Boa, who:was also present Attorney Freemanpresented theirequest to the Board,.noting the history of the delay in reconstruction; resulting from the insurance.company and the builder..Attorney Freemanwent.through the,standards sf for demolition'and rebuilding in the:ordinance. He reviewed the Conservation Commission's Negative 'Page 1`of 3 Town of Barnstable;Zoning Board of Appeals `Decision,and Notice: Special Pemut No.2015-058'-Deaton Determination of Applicability'and noted that.the.new constructionwould be no more nonconforming than the previously existing dwelling. Public comment was requested and:no one-spoke. j Findings of Fact At the hearing on December 9,201.5, the;Board:unanimously.made the following:findings of fact for Appeal No. 2015.058, a request fora Special Permit-filed by Maria Deaton#o reconstruct the demolished dwelling at,71 Seventh Avenue,,Hyannis: 1. Maria F. Deaton has,applied for a"Special Permit pursuant,to.Section 240-91 H(3),'Nonconforming Lots. The applicant is requesting to reconstruct and expand a razed single-family dwelling:on the existing and foundation..gn a'lot containing'less,than 10 000 square feet of upland." 2. The subject-property is located at 7T.Seventh Avenue,(Hyannis, MA."as shown on Assessor's-`Map - 246 as.Parcel 151.: it is;;in the;Residence B.Zoning District. 3. Section 240-91(H)(3)allows.for the complete-demolition and rebuilding of axesidence.on a y' nonconforming'lot containing less than 10,000 square feet'of.contiguous upland by Special Permit. 4. Site'Plan Review:is not required for single-family residential dwellings; 5. After an,evaluation all the evidence presented, the proposal'fulfills the spirit and intent.ofthe Zoning Ordinance and would not represent;a substantial.46triment to the%public.gpod or,the neighborhood a ffected::The dwelling will be less:significant in size and`scale;than other new construction in the neighborhood and will be constructed!on the:previously.dwelling's footprint:. 6.1 The proposed setbacks are equal to the setbacks of.the existing:'dwelling; the:previously existing . and,proposed rear deck do not conform to the.required 35 foot setback toVetlands. 7. The.dwelling and decks.will be:built within the`footprint of the dwelling that previously-existed:.: The lot coverage:will not,be,gre'ate'r than the lot coverage of the former dwelling s: 8. The,proposed.floor-area`ratio is:24 2%; the-maximum permissible FAR'is 30%: 9. The proposed building height is approximately.l8'to the highest;plate`and two stories; the: maximum permissible.building height;'is.30 feet t6';the highest plate and 2,'/Z. tories: 10.The proposed rim dweli ng would not`be substantially more detrimental.to theneighborhood than .,,the existingdweliing .The,new dwelling will .located within the same footprint.as the previous. dwelling and:will be m keeping withthe;characterof surroundmg:propertles. The vote to accept the`findings was: AYE: Brian Florence; Alex M..Rodolakis,.Ge6roe?T.,4Zevitas, Matthew Levesque,and Robin Young NAY: None „ Decision Based on:the findings of fact,:a motion was duly.-made and seconded to grant Special;Permit.No. 2015-058 subject to the following;conditions: 1. :Special-Permit No 2015 058 is.grarited to.Maria R:Deaton forthe reconstruction O.f a 2 206-gross quare foot dwelling at 71 Seventh Street,4Hyannis'' 2. The dwelling shall be constructed insubstantial conformance with tFie;plan,entitled "Site.Plan of 71 Seventh-Avenue.. est Hyanni ,. d"dated March,2.01 ,,2015(rev.,December 9, 20.15), drawn :and stamped by Down Cape Engineering, lnc , and.the floor plans-and elevations entitletl' i - ry Page 2:of.3 Town of Barnstable Zoning Board:of Appeals-Decision and Notice Special Pemut No.20IM58-Deaton "Proposed Addition-4 Renovation at 71�,Seventh Avenue W6e t Hyann sport IAA"dated April 22; 2015,:drawn'by Jo Ann Bentley�Architect Inc;sheets AA through A-6. 3. There shall be no'-expansion 6f:the'f60tpnnt.6f the:dwellinglor accessorvstructures-and the floor- .area ratio shall not exceed 0.245 without prior approval of this Board. 4. The new construction shall comply with;all Building Code requirements; including those for construction within aflood:zone, as applicable.. . 5. All mechanical,equipment associated with the:dwelling (airconditioners;'.electdd:generators, etc.) shall be screenedfrom nei hbori g ng homes and the public right-of way.; 6 The:decision shall be recorded at the:Bamstable County Registry.of Deeds and copies ofthe; : recorded decision shall be,submitted.to the Zoning.Poard.,of Appeals Office:and the Building Division prior`to�issuancevbuilding permit..The rights authorized bythis°special permit must be -exercised`within.two.years,.unless extended. The vote,was: AYE: Brian Florence, Alex M Rodolakis; George T. Zevitas, Matthew.Levesque;and Robm Young; NAY. No a r 5 Ordered Special Permit.No. 2015-058`�to reconstruct;a razed dwelling at 71 Seventh Avenue,.Hyannis 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 he Zoning Board of:Appeals. t Office. 'The relief,authorized':by this-decisionmust be exercised within two,years,unless extended: Appeals of this,decision, if,any, shall be made pursuant;to MGC Chapter 40A, Section 17, within twenty(20)days after the date of the filing':of this decision, a copy of which must be filed in the office ofthe,Barnstable Town°Clerk: 4 Brian'Florence, Chair "' Date Signed I; Ann Quirk, Clerk of theTown of Barnstable; Bamstable,County,FMassachusett ; hereby"certify;that. twenty(20)days have 1.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 thin` / — day of under thepains and.penaltiesaf penury , G Ann.Quirk, Town Clerk', Page 3'-of 3` A x . 10N L s° ilia COMPONENT DESIGNS AND PLACEMENT DIAGRAMS FOR ADDITI.ON/REMO.DEL T Roof Installation Documents 71 SEVENTH AVE WEST HYANNISPORT, MA Attention: MJS Home lmprovem' ent LLC Bill Souza Publish Date: 06/21/16 - Ref: 1605354-277.18R The seal on these drawings indicate acceptance of professional engineering responsibility .solely for the engineered wood components shown per ANSI/TPI/V TCA 4-2002. THE NAT'IONA.L 1U.MBER FAMILY OF COMPANIES ICLTCHEIV � m; o ®® - i r � ..,; NATIO.NAI. Pf'O ®_ �' :RELIABLE TRUSS' x M:ILI:W.ORK 'oft 0 nerms�s. 71 Maple Street, Mansfield, MA 020481 T. 508:339.8020 F: 508.339.45181 national-lumber.com • cg A TLL-0843395 1605354R1-27718R Install MA 6-21-16 WARNING Failure to Follow Could Cause,Property Damage or Personal Injury IMPORTANT NOTES These notes pertain to the attached truss designs and placement plans The following trusses are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with state building code's referenced edition of NDS and/or TPI/ANSI specifications. For general guidance regarding design responsibility,storage, erection and bracing,consult"Building Component Safety Information BCSI 2015 Edition Guide to Good Practice For Handling,Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses,"available from the Structural Building Component Association (SBCA)www.scbindustry.com and the building code referenced edition of the"National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1" 1. Provide copies of this submission to the building designer and 11. Contractor or building designer responsible to assure that load erection supervisor. Review all portions of this submission. Reviewing bearing walls and foundations is adequate to support the loads imposed pictures alone is not sufficient. by the trusses. 12. Camber is a non-structural consideration. Trusses are not 2. Top chords must be sheathed throughout or purlins provided at cambered except as specified by the customer and noted on the spacing prescribed on the individual truss designs. individual truss design. 3. Bottom chords require lateral restraints(or alternate)as shown on the 13.The effect of lateral thrust/horizontal displacement of supports for individual truss designs if no ceiling is installed. Anchorage and/or tie-in scissors type trusses is not a consideration of these designs. The design components are the responsibility of others. of the truss supports must accommodate the lateral thrust/horizontal displacement of the truss. 4.®Designates the location for a lateral restraint(or alternate)for lateral support of individual truss members only. Subject to review and 14.Mitek Connector Plate Code Evaluation Reports:ESR-1311,ESR- approval by the building designer,this is a 2x4#2 continuous lateral 1988,ESR-1352,ESR-1392&ESR-3282. restraint fastened to each member with two(2)12d or 16d nails or alternately,a Simpson Strong-Drive Truss Spacer Bracer or Mitek 15. Connector plate galvanization is G60. Plates designated with TZ Stabilizer. have G185 galvanization. Plates designated with SS are stainless steel. All other special plate conditions will be noted on each individual design. 5. Do not stack construction materials on floor or roof that induce loading on truss greater than designated loads. Reference BCSI-64. 16.For additional information refer to National Lumber's: Order Paperwork&Proposal 6. Except as noted on the attached designs,do not cut or alter truss ;' Truss Placement Diagram&Notes. without prior written approval of National Lumber or a registered design Individual Truss Designs professional. Other Detail Sheets as Provided 7. Building designer is responsible to insure that design parameters 17.National Lumber and it's vendors reserve the right to upgrade the shown herein are applicable to the building and use.. specified truss material to facilitate manufacturing without customer approval. 8. Care should be exercised in handling,erection,and installation of trusses. , Additional Notes for Floor Trusses Onlv 9. Provide adequate drainage for all trusses with shallow top chord 18.Refer to National Lumber's NL-25 detail sheet:"2x6 Strongback slopes. Bracing Recommendations"for additional performance related notes. 10. Building designer to determine and transfer all gravity,uplift,wind, 19.Maximum allowable gap between the inside of bearing and end web seismic and other lateral loads from trusses to building foundation. for top chord bearing floor trusses is U.N.O on truss design. '/2"MAX GAP - BEARING REFER TO WTCA/TPI BCSI-131, 132 & 133 FOR IMPORTANT HANDLING INSTALLATION AND RESTRAINING SUMMARY INFORMATION. ISSUE DATE TITLE SHEET# ® 3-7-16 STANDARD TRUSS NOTES N L-2a TLL-0843396 1605354R1-27718R Install MA 6-21-16 Links to Structural Building Components Association's(SBCA)guides and advisory publications The following links open a copyrighted secure PDF. it can be opened,saved and emailed but not printed.' , Design Responsibilities: Standard Responsibilities in the Design and Application of Metal Plate Connected Wood Trusses http•//support sbcindustry com/images/publication images/ttbdresp pdf7PHPSESSID=e6b064scpbvvi948bit7p92nb2 Mold Builder Advisory:Checklist for Minimizing Mold on Structural Building Components http://support.sbcindustry.com/images/­­pubiication images/ttb%20builder%20advisorv%20on%20mold.pdf BCSI B Series Summary Sheets to aid in Installing and Bracing of Wood Trusses: BCSI-B1 Summary Sheet:Guide for Handling,Installing,Restraining and Bracing of Trusses http//support sbcindustry com/images/publication images/bl pdf BCSI-132 Summary Sheet:Truss Installation and Temporary Restraint http://support.sbcindustrV.com/images/publication images/b2.pdf BCSI-63:Permanent Restraint/Bracing of Chords and Web Members http://support.sbcindustry.com/images/publication images/b2.pdf BCSI-B4:Construction Loading http://support.sbcindustry.com/images/publication images/b4.pdf BCSI-85:Truss Damage,Jobsite Modifications and Installation Errors http://sur)port.sbcindustry.com/images/publication imag6/b5.0 BCSI-66:Reserved for future use BCSI-137 Summary-Sheet:Guide for Handling,Installing&.Bracing of 3x2&4x2 Parallel Chord Trusses http://support.sbcindustry.com/images/publication images/V.pdf BCSI-138:Using Toe-Nailed Connection to Attach Trusses at Bearing Locations(May Not Be Code Compliant) . http://support.sbcindustry.com/images/publication images/b8.pdf BCSI B9 Summary:Multi-ply Girders http//support.sbcindustry.com/images/publication images/b9.pdf BCSI-610:Post Frame Truss Installation,Restraint&Bracing http://support.sbcindustry.com/images/publication images/b10.pdf BCSI-611:Fall Protection http://support:sbcindustry.com/images/publication images/b1l.pdf Truss Technology In Building: Checklist for Handling and Installing Trusses http://support.sbcindustry.com/images/publication images/ttbhibcheck.pdf Crane Use and Proper Truss Handling http://support.sbcindustry.com/images/publication images/ttbcrane.pdf Long Span Truss Installation http://support.sbcindustry.com/images/publication images/ttb%201ona%20span%20truss%20i6st6llation pdf A strategy for Installing Long Span Trusses at 24'O.C. http•//sbcindustry com%sites/default/files/uploads/attachments/node/143]longspan pdf Commentary for Permanent Bracing of Metal Plate Connected Wood Trusses http://support.sbcindustry.com/images/publication images/pbrace pdf ISSUE DATE TITLE SHEET# Nit, 3-7-16 STANDARD TRUSS NOTES N L-2b TLL-0843397 1605354R1-27718R Install MA 6-21-16 FEBRUARY 7, 2014 Standard Gable End Detail ST-GE110-003 MiTek USA,Inc. Page 1 of 2 Typical_x4 L Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud o 0o Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRACE MiTek USA, Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE Spaced 6"o.c. 4'-0"O.C.MAX (2)-10d Common 2x6 No.2 or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. R\ \Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A w/(4)-10d Common Nails q Varies to Common Truss Lx4o.2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH B B 3x4 (5)-10d COMMON WIRE NAILS. (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B k2 �Ma. Roof Sheathin NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. \� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1' 3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10¢ 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. �� 2 ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT 10d NAILS( ) BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES' 2x4 No.2 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF - �ruS S 24�� O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 No.2 AND A / 2x4 No.2 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2 6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Dlag.Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 Polflt /COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR It needed TYPE TRUSSES. e End Wail HORIZONTAL BRACE (SEE SECTION A-A) DIAGONAL 2 DIAGONAL Minimum Stud Without 2x4 BRACES AT Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS, Species and Grade Maximum Stud Length 2x4 SPF NO.2 12"O.C. 4-9-0 8-4-5 9-6-0 14-3-0 2x4 SPF No.2 16"O.C. 1 4-3-12 7-7-2 8-7-9 12-11-6 2x4 SPF NO.2 24"O.C. 1 3-9-4 6-7-9 7-6-8 11-3-12 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in D.C.,with 3in minimum - - end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE7-10 140 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ISSUE DATE TITLE SHEET# 2-17-14 MITEK STANDARD GABLE NL-1 Og END DETAIL 1of2 TLL-0843398 1605354R1-27718R Install MA 6-21-16 FEBRUARY 14, 2012 Standard Gable. End Detail SHEET 2 MITek USA,Inc. Page 2 of 2 =00 ALTERNATE DIAGONAL BRACING TO THE BOTTOM.CHORD Trusses @ 24" o.c. a o0 HORIZONTAL BRACE- 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof SheathinC)� TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace x PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) 10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR _ INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE, / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY: • NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD, / GABLE TRUSS I . ISSUE DATE TITLE SHEET# N 10N MITEK STANDARD GABLE NL_1 Og 2-17-14 rAW CPO* END DETAIL 2ot2 TLL-0843399 1605354R1-27718R Install MA 6-21-16 ALTERNATIVE LATERAL BRACING OF WEB MEMBERS DIFFERENT TRUSSES ADJACENT TO EACH OTHER OR ISOLATED TRUSSES MAY PREVENT THE INSTALLATION OF CONTINUOUS LATERAL BRACING. IN LIEU OF BRACES BEING APPLIED PERPENDICULAR TO THE PLANE OF THE TRUSSES; INDIVIDUAL WEB MEMBERS MAY BE "T"OR"L" BRACED AS SHOWN HEREON. INSTALLATION DIRECTIONS APPLY T-BRACE/I-BRACE PER SEPCIFICATIONS BELOW. BRACES SHALL COVER 90% OF WEB LENGTH OR EXTEND WITHIN 6"OF END,WHICHEVER IS GREATER Nailing Pattern T-Brace Size Nail Size Nail Spacing. 61?ACE FASTENEt7 A5 1x4 or 6 10d 0.131"x 3.0" 6"O.C. SHOWN IN TVI,E 2x4,6,or 8 16d 0.131"x 3.5" 6"O.C. Note: Nail along entire length of T-Brace On Two PI 's Nail Both Plies T-Brace Size For One-Ply Truss Specified Cont. Rows of Lat'I Bracin ' WE6 WMP1; Web Size 1 2 2x3 or 2x4 1x4 1x4 I-Brace 2x6 1x6 2x6 kBrace 2x8 .2x8 2x8l-Brace T-Brace Size For Two-Ply Truss Specified Cont. Rows of Lat'I Bracing Web Size 1 2 20 or 2x4 2x4 2x4 I-Brace 2x6 2x6 2x6I-Brace 2x8 2x8 2x8 I Brace Ix—T-Brace/I-Brace must be IND 45#2 SRB or better RU55 species grade as web member 2x—T-Brace/I-Brace must be same species grade(or Nails Section Detail:` better)as web member T-Brace Web Nails Web -Brace Nails IMPORTANT NOTE THIS ALTERNATIVE APPLIES ONLY TO THE BRACING SPECIFIED AS CONTINUOUS LATERAL SUPPORT OF INDIVIDUAL WEB MEMBERS TO RESIST BUCKLING IN COMPRESSION. FOR ADDITIONAL REQUIRED BRACING REQUIREMENTS, REFER TO TRUSS PLATE INSTITUTE'S&WTCA'S BCSI 2006 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES." ISSUE DATE TITLE SHEET# 5-2-07 ALT 711 & "I" WEB BRACING - #aff1M0d!W_Z N L 40 NL-40 5-2-07 TLL-0843400 1605354R1-27718R Install MA 6-21-16 �• ^wx^agsy"?Fr' , :�'.�.. rci�•a. ; $fl2JlS$TES a s n r Sri „rs � s • I. These products are available with additional corrosion protection.Additional products on These products are approved for installation.with'the`Strong-Drive this page may also be available with this option,check with Simpson Strong-Tie for details. SD Connector screw'See page 27 for more information. Model Fasteners DF(SP Allowable Loads,` ,Uplitt.with !,I SPF(HF Allowable Loads 1$46plift wi#h Code Ga To Rafters/ Upldt Lateral',(160) 8dx111�malts Uplifter �Laterai(160} , (8dx11/z Nails -No1 Truss . .,To PlatesTo Studs 160 F1 F2 (160j .J' dF1160};; Ft ''`h .F2 , li 1160) Ref Ht 18 6 8tlx11/z- 4-8d . — 585 485 i' 165 455 (. 400 415 140 370 117,L 5,L6,F16 iH2A 121$ 5-,8dx1%z?�;^.,2 8dx11/z=�'#5.8dx1 Yz;:^ 575= .`'130 55 495�r K 130 55� i`:. 'w IP1.L18.F25 N2ASS ,.1 1i8: ;a.,5=SS8D,.�-J,,,MS8D-'" 5"SS8D. 40D,, .:`130':' S5 4QO;y.,,1 345 i345. 170 H2.5A 18 5-8tl 5-8d — 600 110 110 575 535 110 110 1 495 117,L5,L6.F16 ' H2.5ASS 18 5-SS8d 5-SS8d ` — 440 75. .i 70 365 380 75 70 310- 170 H2.5T 1 18 5-8d 5-8d — 545` 135 =1 145:` 425 545 135 145 425 IP1.L18,F25 8d ,,14 8d fir, `E455 :, .125 ' 160 415x. :, i' 320.#1 M105 ' 140:a 290, 's'`3, 117 L6;F16 H4 20 4-8tl 4 8d 360 165 160 360 235 140 135 235 t 6 F16 HSw: fi.1.18 4.8tl ,. 4 8d `'f „ i 455 115 ; 200,i 455.. !'t,265` I W,100'''i 170��A 265.`"* H6 16 — 8 8d 8 8tl 950 — 820 117,F16 "H7Zt,,. 16 :4-8d.jx�.'z-2 8dx1Y, 8..8d :985 400 41X R045 5a 3.45,E ' ,` , g: M„ y H8 18 510dx1%z 510dx11iz — 745 75. 630 .565 75 510 . L5.L10,L18,F261 1H10A Sloped 78 910tlx11 z r .91Ddx1Yz 855< = 590 285 �1. 760,1 , 505403F285 117,L5,L18,F25 . 1H10A _ .18. �°9,1Dtlx1;z 9'10dx11/z ,.. w `7140's�59.0 285:' =ll 1015 r505 H1OASS% E 180e,9-SSN10'�` 9_SSN10 * 970 . "=5fi51 �17,0 r ��� �835��485, : � � W 170 'H10AR� A 910dx1/i4' `9-0dx1 1 9 905 : '; i Hl'OS-1° =18. x8:8dz11/z 'T8 8t1x11/z10,„ 8,8d 1D1.0•: !fi60 ' i215 "� s550;" s 870 570' 185 t-r475;,' •IPi,L18,f25 H10A 2e „.418 z91061;'z .910dx111z ,r ' 1245 ,; 815 260 } ' " ..1070 700 % 225! "i! WA, L18 F25 455 395 :^^,I: zAR655A�ii,4.390_ ,340 :iz e x„ _ 117,1_.6:F16 "^ H11Z 1 18 6-16dx2'/• 6-16dx21/r - 830 525 '' 760 — ' 715 450 655 !" = 170 I w 1 -12 8dx1Yz` 13 8d �' 1350' : 515 265 `� 1 1050 1 480� � 245 i*— H14 18 ,. z IPi,L18,F25 - �R�12=8tlx1/ �15 8d T . . 1350r: 1 515 s 265 <1.1050 480 ! 245 �r TSP '16 9-10dx11/ 6-10dx11/a — 740 310 190 1 635 265 160 — F26 9-10dx11/z 6-10d ' — 890 310 190. — ( 765 265 .. 160 — 1.Loads have been increased for wind or:earthquake loading with no Continuous Load Path,connections,in the same area(r a truss to date connector and plate to stud H further increase allowed:reduce where other loads govern. connector)must be on the same side of the wall.See !- IECOP PA!H for mo lriforr:' .orr . 2.Allowable loads are for one anchor:A minimum rafter thickness of 21/z" 7,Southern Pine allowable uplift loads for H10A=1340 Ibs:and for the H14=1465:lbs , must be used when framing anchors are used on each side of the joist and 8.Refer to Simpson Strong-TieOtechnical bulletin T-HTIEBEARING for allowable bearing on the same side of the plate(exeptron:connectors installed such that enhancement loads. nails on opposite side don't interfere). 9.H10S can have the stud offset a maximum of 1`from rafter(center to center)for a reduced 3.Allowable DF/SP uplift load for stud to bottom plate installation((see detail uplift of 890 lbs.(DF/SP)and 765 lbs.((SPF): 15)is 390lbs.(H2.5A);265 lbs.(H2:5ASS);360 lbs.(H4)and 310 lbs.(Hit). 10.H10S nails to plates are optionatfor uplift but required for lateral loads. ` For SPF/HF values multiply these values by 0.86. 1t Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the Ft direction are not intended to replace diaphragm the carbon-steel versions,Ongoing test programs have shown this to also be the case with, boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit 5.When cross-grain bendingg or cross-grain tension cannot be avoided in the www.stronggtie.com/Corrosionfor updated information. members.,mechanical reinforcement to resist such forces may be.considered 12.NAILS:16dx2'/z=0162"dia.x 2Yz"long;10d=0.148"dia.x 3 long; ` 6 Hurricari'Ties are•shown'on.theA6utsideiof,the yrall fot,clanty;and.assume.a 10dxl Y=0.148"dia,x 11/1"long:8d=0131"dia.x 21rz"long,8dx1. 0.131"dia.x l'.2"long. $mmimuni overhang of�3Y.Installation onthe inside of the"wall isacceptable, - See pa es 22-23 for other nail sizes.and information. tt g ;. (see General Instructions for the Installer notes u on page 17).For uplift 11 SCREWS:Strong-Driven SO#9x1'iz"(model SD9112)=0.131"dia:x 1'/2"long(for the - models marked with the orange flag only).Full table loads apply. d_ r » a w H1 Installation . H2A Installation ® H2.5A Installation H2.'5T Installation' TSP Installation (Nails mto'both top plates) (Nails into both top plates) z< b ,� � - ,•fir - 7t Use amini urn i ofhao8dnails N �4' E,r� as• � ` ,� this siae atruss r)1ii f .n titi (olal our 8d all 1 v 1 ® H4 : z 'or nails mra H3 installation- Installation truss' (Nails into upper top plate) (see footnote 3) ' H2.5T installation` E Two 8d nail,� Eiuht8d ! - nails into Aft studs - H6 Stud . ® oft Top Plate H6 Stud to Band Q} H7Z Installation H4 Installation H5 Installation Installation. Joist Installation p TLL-084 i intat6�r3t���0� 771 BR fnstal(/W �'rB1 ° `0p Plates) 197 Job Truss Truss Type ty - Ply - 1605354R-71 SEVENTHAVE-HYANNISPORT,MA ` 27718R 501 COMMON SUPPORTED GABS 1 1 Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Joshua Abreu - - 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Jun 20 17:00:29 2016 Page 1 ID:gUaIOOCBobzvC22epbaEhdzAQgY-ORnc98du8hJdtLnH1 CVmJL1 KiwhBlEwagTbg6z4LCG Q-1111 13-6-0 27-M 2�-1�1-4 0-11 4 13-6-0 13-6-0 0 11 4 5x6= Scale=1:57.5 BRACING OF GABLE VERTICALS 6.00 12 10 AROUND OPENING AREAS TO - RESIST OUT OF PLANE WIND LOADS 11 ~ SO UTSIDE THE DESIGN SCOPE OF THE TRUSS DESIGNER/ENGINEER 5x6 8 12 7 13 5x6 6 14 5 15 4 Cis Cis 16 3.4 3 �1435 t114' - 38 17 4x4 1 2 18 19 I� 34 33 32 - 31 30. 29 28 27 26 25 24 23 22 21 20 5x6= 3x4= e s 27-0-0 27-" Plate Offsets(X,Y)— [10:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL.` in (loc) i/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 19 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 19 n/r. 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 ,20 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:169 Ib FT=20% LUMBER- Y. BRACING- TOP CHORD 2x6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SPF 165OF 1.5E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 6-0-0 oc bracing:20-21. REACTIONS. All bearings 27-0-0. x ' (lb)- Max Horz 34=-199(LC 6) Max Uplift All uplift 100 lb or less atjoint(s)34,29,30,31,32,33,25,24,23,22 except 20=-135(LC 7), 21=-115(LC 6) y .. Max Grav All reactions 250 lb or less at joint(s)34,20,29,30,31,32,33,25,24,23,22,21 except 27=428(LC 1),26=428(LC 1) y , FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb).or less except when shown. TOP CHORD 7-8=-71/256,8-36=-58/337,9-36=-30/342,9-10=-100/356,10-11=-100/356, 11-37=-59/342,12-37=-68/337,12-13=-80/256 , WEBS 9-27=-252/5,11-26=-252/19 NOTES- (13) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights)and C-C Comer(3)-0-11-4 to 2-0-12,Exterior(2)2-0-12 to 10-6-0,Corner(3)10-6-0 to 13-6-0,Exterior(2)16-6-0 to 24-11-4, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). > OF M,4 7)Gable studs spaced at 2-0-0 oc. q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid Q TIMOTHY L. will fit between the bottom chord and any other members,with BCDL=10.Opsf. LaCHAPELLE 14 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,29,301,3 0 CIVIL -.4 32,33,25,24,23,22 except(jt=lb)20=135,21=115. (n 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802_.10.2 and 0.30 referenced standard ANSI/TPI 1 p t 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss., f LOAD CASE(S) Standard L 06/21/16 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a & NL-2b 10 - nS a - -1b NL-901 2-27-07 job Truss Fype Qty Ply, 1605354R-71 SEVENTH AVE-HYANNISPORT,MA 27718R 501A COMMON SUPPORTED GAB Y Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Joshua Abreu - _ 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Jun 20 17:00:30 2016 Page 1 ID:gUaIOOCBobivC22epbaEhdzAQgY-UeL_MUsNfSpAE1 w_rf kl W uCa6GEwIo3oKD8CYz4LCF 11 13-M 27-M 7-11 11 13.6-0 13.6-0 0-11 5x6= Scale=1:57.5 6.00 12 10 9 11 37 38 5x6 8 12 ' 7 13 5x6 .. 6 14 5 15 4 16 16 3 36 39 17 4x4 2 18 19 1 0 1 I 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 5x6= 3x4= 27-M 27-0-0 LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 19 n/r 120. MT20 197/144 TCDL 10.0 Lumber DOL - 1.15 BC 0.02 Vert(TL) -0.00 19 n/r 90 BCLL 5.0 Rep Stress Incr NO WB 0.20 Horz(TL) -0.00 20 n/a n/a BCDL 10.0 Code IRC2009rTP12007 (Matrix) Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 6-0-0 oc bracing:20-21. REACTIONS. All bearings 27-0-0. (lb)- Max Horz 35=-199(LC 6) Max Uplift All uplift 100 lb or less at joint(s)35,27,29,30,31,32,33,34,26,25,24,23,22 except 20=-179(LC 7),21=-135(LC 6) Max Grav All reactions 250 lb or less at joint(s)35,20,27,29,30,31,32,33,34,26,25,24,23,22,21 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-37/297,8-37=-37/367,9-37=-33/367,9-10=-40/432,10-11=-50/432, 11-38=-66/367,12-38=-66/367,12-13=-78/297 NOTES- (13) 1)Unbalanced roof live loads have been considered for this design. ; 2)Wind:ASCE 7-05;11Omph;TCDL=O.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights)and C-C Corner(3)-0-11-4 to 2-0-12,Exterior(2)2-0-12 to 10-6-0,Corner(3)10-6-0 to 13-6-0,Exterior(2)16-6-0 to 24-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 > 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. , 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j 4F Ass will fit between the bottom chord and any other members,with BCDL=10.Opsf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)35,27,29,30, 2 'S O TIMOTHY L. 31,32,33,34,26,25,24,23,22except Qt=1b)20=179,21=135. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Z LaCHAPELLE referenced standard ANSI/TPI 1. fl CIVIL 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 3f32 LOAD CASE(S) Standard 4 O 06/21/16 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a & NL-2b Install - - NL-901 2-27-07 - a Job Truss FCOMMON s p ty y 1605354R-71 SEVENTH AVE-HYANNISPORT,MA 27718R 502 �12 1 Job Reference o tional� Reliable Truss and Components,New Bedford,MA 02745,Joshua Abreu 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Jun 20 17:00:31 2016 Page 1 ID:gUaIOOCBobzvC22epbaEhdzAQgY-ygvMagt?Qlx1 sBVAPSEzrkQKrWYyf7VC1_yik_z4LCE p-11{1 6-10-12 13-M 20-1.4 27-M 27-11-,4 6-11 4 6-10-12 6-7-4 6-7 4 6-10-12 WO-1 1-4 - 5x6= Scale=1:55.8 6.00 12 4 14 15 8x8 8x8 3 5 4 4x6 II 13 16 4x6 11 2 3 6 7 Bi Io 1' 12 11 10 17 _ 9 8 4x6= 3x4= 5x6= 3x4= 4x6= 9-1-3 17-10-13 27-M 9-1-3 8-9-11 9-1-3 Plate Offsets(X,Y)— [2:0-3-0,0-1-12],[3:0-4-0,0-4-8] [5:0-4-0 0-4-8] [6:0-3-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.14 9-11 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.21 9-11 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.55 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 9-11 >999 240 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD - Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12,5-8 REACTIONS. (lb/size) 12=1516/0-5-8 (min.0-2-6),8=1514/0-5-8 (min.0-2-6) Max Horz 12=-199(LC 6) Max Upliftl2=-170(LC 8),8=-170(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-301/157,3-14=-1785/394,4-14=-1653/410,4-15=-1650/410,5-15=-1783/394, 6-16=-302/157,2-12=-424/244,6-8=-424/244 BOT CHORD 11-12=-134/1580,10-11=-9/1216,10-17=-9/1216,9-17=-9/1216,8-9=-134/1578 WEBS 4-9=-77/624,5-9=-295/203,4-11=-77/629,3-11=-294/203,3-12=-1741/191, 5-8=-1738/191 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights)and C-C Exterior(2)-0-11-4 to 2-0-12,Interior(1)2-0-12 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,Interior(1)16-6-0 to 24-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12 and 8.This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. lIf A OF A44S, 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � Sg�y LOADCASE(S) Standard © TIMOTHY L. Gu,, g LaCHA, LLE CIVIL is 0.30 06/21/16 Warning! —Verify design parameters and READ NOTES ON THIS AND ®� INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a & NL-2b Install MA - -1 b NL-901 2-27-07 e/,�Rol Truss Type ty Ply, 1605354R-71 SEVENTH AVE-HYANNISPORT,MA`- ;�:�1�03SS' COMMON a.. ..� Job Reference o tionalReliable Truss and Components, ew Bedford,MA 02745.Joshua Abreu 7.640 s Nov 10 2015 MiTek IridusMes;Inc. Mon Jun 2017:00:32 2016 Page 1 I D:g U aI OO CBobzvC22e pba E hdzAQgY-QOTInAud B33u U L4 MyAICNxzz4vyN O ixMGe iFG Rz4 LCD 3-0-0 6-0-0 _ 6-1 1-4. 0-1 1-4 3-0 0 3-0 0 0-11-4 Scale=1:15.7 46= 3 " 6.00 F12 T1 .. W1 T1 Z 5 b 1 � r 3x4 3x4— 3-0-0 6-0-0 3-M B-0-0 Plate Offsets(XY) [2:0 1-4 Edge] [4:0-1-4 Edgel LOADING(psf) SPACING- 2-0-0- CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL , '1.15 TC 0.03 Vert(LL) -0.00 9 >999 360 MT20 197/1,44 .. TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL) --0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES - WB 0.03 Horz(TL) . 0.00 • 4 'n/a _ .n/a 1 BCDL 10.0 Code IRC2009/TP12007. (Matrix-M)' Wind(LL) '0.00 9 >999 240 Weight:29 lb FT=20% LUMBER BRACING- TOP CHORD 2x6 SPF 1650F 1.5E 'TOP CHORD.' Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or,10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=375/0-3-0 (min.0-1-8),4=375/0-3-0 (min.0=1-8)" Max Horz 2=-39(LC 6) Max Uplift2=-65(LC 8),4=-65(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-326/146,3-4=-326/146 BOT CHORD 2-6=-21/265,4-6=-21/265 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design: 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B,48ft;`L=24ft;eave=4ft;Cat.ll;Exp B;enclosed;MWFRS(all heights)and C-C.Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1;60 plate grip DOL=1.60; 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 4)*This truss has been designed for a live load of 20.Opsf on:the bottom chord in all areas where`a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,;r' 5)One H2.5A Simpson Strong-Tie.connectors recommended to.connect truss to bearing walls due to UPLIFT at lt(s)'2'and 4.This connection is for uplift only and does not consider lateral forces.` 6)This truss is designed in accordance.with the 2009 International Residential Code sections R502.11.1 and R802:10.2 and referenced standard ANSI/TPI 1: 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss:' LOAD CASE(S) Standard v p� OF 1W,6, �`. .TIMOTHY LaQ APELLE +�; CIVIL 0,30 r- 06/21/16 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDEDNATIONAL LUMBER CO. REFERENCE PAGE NL-2a.&-NL-2b J. Install . NL-sot z-zr 07 , ' 0 cuss rus$ ype Qty Iy 1605354R-71 SEVENTH AVE-HYANNISPORT,MA 27718R 504 GABLE t 1 Job Reference(optional) Reliable Truss and Components,New Bedford,MA 02745,Joshua Abreu 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Jun 20 17:00:33 2016 Page 1 ID:q UaIOOCBobzvC22epbaEhdzAQgY-uD 17?W vGyNC15UfZW tGRw9W kZJHj 797V UlRoptz4LCC -0-11 3-M 6-M 6-11-4 0-11 4 3-0-0 3-M 0.1144 Scale=1:14.9 4x6= T - - 3 - 6.00 F12 T1 W 1 T1 2 4 5 19 1 e 19 . o 62x4 11 2 3x4= 3x4= 3-M 6-M 3-0-0 3-M Plate Offsets(X,Y)— [2:0-1-12,Edge],[4:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 6 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) 0.00 6 >999 240 Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=373/0-3-0 (min.0-1-8),4=373/0-3-0 (min.0-1-8) Max Horz2=39(LC 7) Max Uplift2=-69(LC 8),4=-69(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-332/102,3-4=-332/102 NOTES-, (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(all heights)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �jrk OF 144S, LOAD CASE(S) Standard q� TIMOTHY L. G LaCHAPELa 0 CIVIL r o.30 06/21/16 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a &-NL-2b' install MA - -1 b NL-901 2-27-07 Town of Barnstable Building e' Post This Card, o Tha#rts 1/isible om#he;Street A roved Plans Must be Retained o%I Job andthis Gard Mu tube Kept -a BALtNSYABi.E. ex"i ✓. '„' ..pp. 'Jr, .ys° ,s' e �, rw"� h ,: Posted Until<Final Inspection Has Bee Made: z t :,Whereert,ficate:of ccu an" ts'Re ured;such Build�n ,:sh II Not be,dccu ,led until a final lrispect�on,`has;been made., Permit Permit NO. B-17-1376 Applicant Name: Thomas R Colby Approvals Date Issued: 05/05/2017 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 11/05/2017 Foundation: 'Location: 71 SEVENTH AVENUE(HYANNIS),HYANNIS Map/0Lot: 246-151 Zoning District: RB Sheathing: I ... Owner on Record: DEATON,MARIA Contractor Name: Thomas R Colby framing: 1 Address: 17 MORRA WAY " `' Contractor l Icense 8263 2 g RUMFORD,RI 02916 fst Protect Cost: $0.00 Chimney: Description: install new hvac system in dwelling single story Per,rb ee: $85.00 , Insulation: Project Review Req: install new hvac system in dwelling single story y Fee,Pa�d ' $85.00 Final: s Date< 5/5/2017 Plumbing/Gas Rough Plumbing: s; y. ' Building Official Final Plumbing: 0 This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six�months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in with the local zoning bylaws and codes.71 Final Gas: This permit shall be displayed in a location clearly visible from access stree o road and shall be maintained open for puublitiinsoectidn for the entire duration of the work until the completion of the same. y Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the 13uild,ng and Fire Officials sre'provide on this'permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing Rough: 2.Sheathing Inspection - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department y Building plans are to be available on site Final:. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Nam` ,CoM 0_— of:I' a clza pits ^.' Q `- IY� t Sheet l�'Ieta� Permit' _ - f Map P=61 k Date: Estimated Job Cast: �N - . �'erFmtFee:$ plans Submitted: M• NO, .AY 0 4- 2017 " plans Reviewed.. Y'—ES = No Business License# TOWLI l--� I�I s�- t License# b ti owner _ Business 1nfora3atiaII: . ' . • " .`° • ' . 'Progertp /•Job.•Lacatian:Iufonna#ion: .. Name: 1 . stream '`Z `71Z �To Pi'IL �f/el ril4�• - / '"�. City/Town I 5 . Telephone:-� �- �"� ' Telephone: k Photo.LID.required/Ccipy of Photo:Lb., attached: 'YES NO S I/�nnres�:cted.hens F . T 2 f 142 2-res4ricted to'dwellings 3-stones or less and commercial up'io,-10;000 sq. fL/2�stories or less Residential. l- --family -Multi T Condo J Townhouses R_etai"1 Industrial •Commercial: Office:. . . .,& Edncaflonal • f115tZtCI�I0na1. er ' l{ireDept.•Approval - _ ,�: �. .�. ; ;� . . •, � Square Footage:,'under 10,000•sq.ft.• f . over 10,000 sq.,fL 'Number of Stares. ' Sheet metal work be completed: , New-Work. Renovation: ENAC -Metal Watershed Roofing. Kitchen Exhaust gystem y Metal Chimney/Vents Ait'Balancing Provide detailed descritidn of work•to be done. IV &RAO n lJll. . .{ • <'f - t• ' sir ' 'f - , INSURANCE COVERAGE: I have a mirrent .insurance polcy or ifs.eguNafentwhich meets•the mitdrernents of M.G.L Ch.112 Yes❑.No ❑ F you have checked :Indicate a type-of cdverage.by cheeidng the appropriate box.below, A Habllrty. Insurance policy Other type of indernriity ❑ Bond ❑ OOWNEWS INSMANCE WAIVER'1 wn:aware•tlrat the licensee does-roof have fire insurance coverage required by Chapter 112 of th Massachusetts General Laws,and#-At nrysigns t ap on'this-permit application, •his requirement. Check One only Owlrer /. Agent ❑ Sgrtafure of Owner or-0. Agent . I . By checking this.boC,I hereby cer6iy that all of the deians and lnformation-I have submifted(or errtered)regarding this application are bue,and agate to the best of-my knowledge wid tbafall sheet trsetal work and instaltatiorts.perlormed undo the pent#issued•forthis..appticait1dn win be k n compliance wigs all pertinent provisiori'of the Massachusetls'Building Code and Chapter 112 of the General Lays, Duct inspection requlred prior to insulatiori Insfallaflon:YES NO PMgress jwectinns Date Co=mts • ' � � ' • . �aal]Enstiection '. . Date Comments Yaster'License: B Me ❑Master-Restricted, 'Ity/Town , ❑Jo[rrneypersott'. Signature k)L&,6nsPe 'sink t€ ❑Joumeypetson-Restricted ' License'.NuMb0r =ee$ ❑ Chi ak-at www_mass.d*Wdol nspector 51gnWmre of Permit ApprovaC i a r Town of Barnstable Regulatory Services k ° a�a Richard V.Scali,Director 639' ►�� Buildin Division. Me+ g Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, '1 `Z.ILJ� ► v , as Owner of the subject property hereby authorize 79te iltilGi.P � to act on my behalf, in all matters relative to work authorized by this building permit application for. 41e (Address o Job) **Pool fences and alarms are the res ibili f e li pops ty o th app. cant. Pools are not to be filled or utilized before fence is installed and all-final inspections :e erformed and accepted. yLatut�,f Owner 'Signature of Applicant YOU JI Print Name -.,� Print Name Date Q:FORMS:OVaQWERMISSIONPOOLS The Camrraarrtvedth of1lfassach"Settsr .� 11Vartwent&f1hdus&ia1A.cciderds f3, re a �ntigatiorrs 600 Washington Street Boston,_CIA 02111 'Warners' Campensatiffn Insurance Affidavit:BidldersiC!orntractGrsl'Electr cians/Piumbers ApplicantInfarmafron J Please Firint LegiblX Name(13usine�rganixatirsn�ntli,tirLal}: Address- a Are 4 y/ou an employer?Cheekthe appropriate bow: Type of project(require: I_L`�J �, I am a employes u�itlT. I am a general contractor and I ,,ss�� � ❑ 6. E�JNew construction , employees(full andtor part-time).* ltave7►iredfif�e sub-contractors 2.❑ I am a sole proptietm orpartner- listed ou the attached sheet. '?. 2irmodeling These sub-contractors have ship and have no employees These '❑Demolition wcdd- g for e—in any capacity. employees and have s�o&ers' [No workers' comp.insurance • comp.insurant l 9. ❑Building addition su " required-] ed. $- ❑ We are a corporation and its 10.❑Electrical repairs,or additions offfcers have exercised their - 3.❑ f am a homeov�mer doing aiZ�otk ' 11.❑Plumbing repairs or additions, _ self o workers' right of exemption per MGL 1� ❑ eF� �' � .-. . Roafr � iusu�rancerequired-j i c.'152,§1(4�and we have no . employees.[No wmkess' 1 -❑'Other comp-insurance required-) 'A=f anHcxot fat chec1S box ftl xrm also fill outthe section below shay ing t6eirwoaere.compensatianpolicy informaaam l ameowaers who snbx1t dais aEfd2m*in&Cating they am doing RU arch and then hire outside contactors amct submit anew affidavit indication sash fC'antractos'diat rheci thin box mast attached sn additinaal sheet shovrsng the name of the sub-con>nrctomsnd stafewhether or not those eaddeshave employees.If the sub-contrsctneshave employees,they mvsrpradde their vmrkenl camp.poliy number. I arrt arc errtpfay�rr fTtftt is pratzdfrrg workers'cotttlrerfsatfvrt irrsrirccrtce�vr rrty*enrplay�ees $etow is the paticy tWd jab sila frtforrnatforz .• Insurance CompanyNanie: - Policy 41L or^elf ins.Lic_ ExpirationDate: Job Site Address: City/State/2.p:. Attach a espy ofthe workers'compensatiaapolicyde.dacation page(showing the policy member and espu ation date). Failure to secure coverage as required iiiS Section 25A of MGL c 1572 can lead to the imposition of criminal penah'iees of a tine up to,$Ua0:00 andfor one-year imprisotsmenta'as well as civil penahies.in the faun of a STOP FIJORK ORDERand a fe of up to$250-00 a day against the-violator. Be advised that a copy of this statement maybe foramded to the Office of Imrest gations of the DIA for insurance coverage wrifrcafiom I rfo Fi�er-Rby cc�rtcfy�rl,ttder tFtapairts aretf pf�rtft:fties afper�tx}'thattltf;fnfarrtxa#ivrr pt-m�tfie<fi abfrr�.�€bus arm cfrrr-ectt . Sionature: Date_ Phone O{icfal use only. Do not write in d s lrrea,to be campTetetd by dty or teorn offi at City or'Tann: PerinitUcense# Bsuipg kutth r€ty(circle one): , *. 7: 1.Board of$ aItTi 1 Building Pe pa-tm:ent S.cuyirown tied~ 4.Electrical Inspector S.Plumbing Inspector " 6.Other Caniact Person: Ph-one#: _ 6 Info rmatian and Mstruct.ons Massachusetts Ge]meral Laws chapter 152 recces all employers to provide workers'compensation for their employees p {D thJs sue,as mpIoy=is deemed as .every person m tie service of another under aay contract of hiie, express or implied,oral or wziffliu" An ezrcplvyer is defned as`ran individual,partnership,association. ration or other legal entity,or any two or more of tie foregoing engaged in alomt euiergdse,anal mclading 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 dweIling house having not more than three apartments and who resides therem,or the occupant of the - dwrHing house of another who employs persons to do mainte;aance,construction or repair wank 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 sintes that"everystate or local ficensb:rg agency shall withhold tie issuance ar renewal of a license or permit to operate a business or to construct buildings in time commonwealth for any applicantwho has notproduced acceptable evidence of compliance with the tosurance.covetageregaired." Additionally,MGL chapter 152,§25CM sb±es`NDither the co=onweal&nor jmy of its political subdivisions shall enter into any contract for the;perf=ance ofpublio wotcunttl acceptable evidence of compliance7�i fi the fim ce. re,quIrEm errs of this chapter have been presented to th e mni,acting authority:' Applicants PIease ful.oil the worker'compensation affidavit completely,by cht-rT�a the boxes that apply to your situation and,if necessary,supply sob-contractors)name(s), address(es)and phone:number(s) along with their cmf ificafe(s)of ingurance. Lfinitr;d Liability Companies(LLC)or Limited LiabffityPart ammships(LLP)with no employees other than the members or partners,are not required to casy womicers' compensation insurance. If an LLC or LLP does have empIoyees,apolicy is regoired. Be advised that this affidaylt may be submitted to the Department of Industrial Accidents for confamafion of firm-mre coverage. Also be sure to sign and date the affidavit The affidavit should be retrmmed to the city or town that the application for the permit or license is being requested,not the Department of n Tcfi iaT A ccideuts. Shouldyou have any questions regarding tho law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self fimu-ed companies should enter their s license number on time appropriate line. City or Town Officials Please be sure that the affidavit is completes and primed legibly- The Department has provided a space at the bottom of the:affidavit for you to fill out in time event tie Office of Investigations has to contact you regarding the applicant Please be sure tr,fIl in time pent Iicrose number which will be used as a reference number. In addition,an applicant that must submit multiple pennWHceuse applications is any given year,need only submit one affidavit indiratiag c n z t p olicy i nfornation.Cif neces`ary)and under"lob Mite Addirese the applicant should write"all locations in (sty 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 fuftn-e persr.its or licenses A new affidavit must be tilled.out each year.Where a home owner or citizen is obtaining a license or permit not re'Iated to any business or commercial v6n.ture (Le. a dog license or permit to bimn leaves etc.)said person is NOT ruT fired to complete this affidavit The Office of Investigations would Itke to thank you in.a.dv'ance 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 nmmben The Ct�=MMWealth-of Massachactl, ' Department c&1adustzal Aocidenta Off ice of f vegfig-atiow (500 Vlasbi4ml S't=t Bostwi�YA Oil 11 TeL 4 617 727-4900 cx- 406 or 1-4M-M_AS AFE Fax#617` 27=7749 Kevised 424-07 vi asp gavidia- A �SACHSSTT�S� ; ,DRI1/ER1 'LICEhi1SE / r \� USA- ;OF9S\�� \ .MA `y sa 'ad Ruh1BEPYli xtr x�si•' 1.. 1�6-SE)f d7H0 R.. a 9 7 COUENTRY PLACE• . � - - SANDWICH`MA 02563. r :5 DDOS•172016 Rev O71SA09 r CIA COMMONWEALTH:=OF.MASS,�tCHUSETTS..:;`, • • • • • • BE?ARQ OF s3 SHEET METAL WORKERS ISSUES THE FOLLOWING LICENSE: . A MASTER UNRESTRLCTED THOMAS RFCOLBY 1 a T CQVENTRY PL h 1 �_ 1 in:.r SANDWICH, k t1 iLU 6#i/ / oi8 79336 1' { r . May, 4. 2017 11 . 39AM Insurance Agency of Cape Cod No, 3'753 P. 1 �C DATE(MM/DD/YYYY) CU CERTIFICATE OF LIABILITY INSURANCE 05,04,2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; If the certificate holder is an ADDITIONAL INSURED, the policy(tes)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER NACT ME Ellysia Morels The Ins Agency Of Cape Cod PHONE . (508)888-2766 AX �m508 833-0909 480 Route 6A E-MAIL PO Box 960 INSURERS AFFORDING COVERAGE - „ NAIC 9 East Sandwich MA 02_53_7_ INSURER A: Safety 33618 INSURED INSURER 8; Safety Insurance Company _000000 Cool Breeze Mechanical LLC INSURER C 7 Coventry Place INSURER 0 INSURER E: .•_, Sandwich 5 MA 02563 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOWMAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL UtiK POLICY NUMBER POLICMIODY EFF IPO�ICY EXP LIMIT$ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTbU CLAIMS-MADE F1 OCCUR PREMISES(Eeoccwre(tc@), .$„100,000 MED EXP one person s 10,000 A N N BMA0025768 08/25/2016 08125/2017 PERSONAL&ACV INJURY s 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PEP 0 GENERAL AGGREGATE S 2,000,00 _ RO- POUCY E21 JECT 0 LOC -PRODUCTS-COMP/OPAGG I S 2.000,000 OTHER: S AUTOMOBILE LIABILITY COftMBINED SINGLE LIMIT $ ANYAUTO JJBODILY INJURY(Per person) S 100,000 OWNED SCHEDULED N N 6242020 12/05/2016 12/05/2017 BODILY INJURY(Per accident) $ 300.000 B AUTOS ONLY AUTO$ — MIRED ALrrOSNON-OWNEDONLY PROPERTY DAMAGE $ 1Q0 Q� _._ AUTOS ONLY AUTOS ONLY (Per I S UMBRELLA LIAR OCCUR EACH OCCURRENCE 8 REDED XCESS LIAR HCLAIM64AADE AGGREGATE S RETENTION S S PER OTH- AND EMPLOYERS' YERS'LSA LABILITY STAT,in..-... ,)9— ... AND EMPLOYERS'LIABILrIY —ANY PROPRIETORIPARTNERIEXECUTIVE Y/N E.L EACH ACCIDENT $ 100,000 Ci OFFICER/MEMBER EXCLUDED? El N/A N TBI By.Carrier 10/01/2016 10/01/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 100,000 W,describe uAft DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be atlachcd if more space is required) Job location:71 Seventh Ave Hyannis, MA 02601 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable Bldg Dept ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE el Hyannis MA 02601 Fax (508)790-6230 Email: ®1986-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660 0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE , Al. Building Owner's Name Policy Number: Maria Deaton ; i A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Company NAIC Number. ?, Box No. i 71 Seventh Avenue f City State ZIP Code West Hyannisport Massachusetts 02672 _ } i A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 246 Parcel 151 4 . A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential i A5. Latitude/Longitude: Lat. 41°38'13.07" Long. 70°19'20.34" Horizontal Datum: ❑ NAD 1927 '❑ NAD 1983 I A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.;,' " i A7. Building Diagram Number 7 i A8. For a building with a crawispace or enclosure(s)`. a) Square footage of crawispace or enclosure(s) 685 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s)within.1.0 foot above,adjacent grade 4' c) Total net area of flood openings in A8.b 800 sq in i d) Engineered flood openings? ❑x Yes ❑ No A9.For a building with an attached garage: f a) Square footage of attached garage sq ft i • Y b) Number of permanent flood openings.in the attached garage within 1.0 foot above adjacent grade = 1 c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes '❑ No a SECTION B—FLOOD INSURANCE RATE MAP(FIRrA)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable Massachusetts i B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood Zone(s) B9.Base Flood Elevation(s) ! Number Date Effective/ (Zone A0;use Base Revised Date, Flood;Depth) 25001 CO564J J 07/16/2014 07/16/2014 AE,X El 13: . I 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item.B9; ❑ FIS Profile ❑X FIRM ❑:Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 NAVD 1988 [Q Other/Source: t 1312. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes E] No Designation Date: ❑ CBRS ❑ OPA i i i , i FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 I : f OMB No. 1660-0008 ... ELEVATION CERTIFICATE Expiration-Date'November30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A FOR INSURANCE COMPANY USE Building_Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.:Route and Box No. Policy Number: 71 Seventh Avenue i City State ZIP Code: Company NAIC Number t West Hyannisport Massachusetts 02672 . : SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on ❑ Construction Drawings* ❑:Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30;AE,AH,A(with.BFE),VE,V1-1/30;V(with BFE),AR,AR/A;AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete ItemsC2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK - Vertical Datum:NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988' ❑Other/Source: - Datum used for building elevations must be the same as that used for BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,orenclosure floor) 10 1 _ ❑x feet ❑ meters. 18 3... b) Top of the next higher floor ❑x feet: :❑ meters c Bottom of the lowest horizontal structural member Zones onl N/A (V y):. Q feet.....❑meters d).Attached garage(top of slab) N/A: 0 feet ❑ meters 12 5 e) Lowest elevation of machinery or equipment sewicing the building = n feet ❑_meters (Describe type of equipment and.location in Comments). 0..Lowest adjacent(finished)grade next to building(LAG).. z :.: 1:0 0 ❑x feet ❑:meters j g) Highest adjacent(finished).grade next.to building(HAG) 17 0 ❑X feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck.or.stairs,including 9. 7 .X feet ❑ meters. structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on#his Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude.and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number Daniel A.Ojala 40980 Title.. ` w1gs�cy �or DANIEL � Prof:Civil Engineer, Prof.Land Surveyor - � s . , A. Company Name _Plaae4t_A Down Cape Engineering Inc: . . �SeahiOuL Address 939 Main Street �asur;vEyoe :.City _ .. -.. . 'State' :ZIP Code Yarmouthport - - Massachusetts 02675 Signature Date Telephone _ . _ (508)362-4541 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per.C2(e),if applicable) Vertical datum is NAVD88 from MTS RTK GPS::Four engineered flood.vents exist totaling an effective area of 800 sq.:inches. Lowest elevation of equipment is hot water heater located on the wall in the basement at elevation 12,5' y:. FEMA Form 086-0-33(7/15) Replaces:all previous editions. Form Page 2 of 6 f OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 71 Seventh Avenue City State ZIP Code Company NAIC Number West Hyannisport Massachusetts 02672 s SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE);complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. For Items El—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, ; crawlspace,or enclosure)is- E]feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. { E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet 0 meters ❑above or ❑below the HAG. i E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. I SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. , E Property Owner or Owner's Authorized Representative's Name I i Address City State ZIP Code r i Signature Date Telephone i Comments I r • i _ E t j{t 2 , i . t I i i 7l I ❑Check here if attachments. i FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 ♦: OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 71 Seventh Avenue City State ZIP Code Company NAIC Num ber West Hyannisport Massachusetts 02672 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) T G2 ❑ A community official completed Section E for a building located in Zone A(withouta FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8'. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum } G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone j j Signature Date 1 Comments(including type of equipment and location,per C2(e),if applicable) r i `s ! i 4 { t yiy i t # i 1 ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 i i BUILDING PHOTOGRAPHS' i OMB No. 1660-0008 ELEVATION CERTIFICATE See.Instructions.for:Item M. - _ Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P:O.Route and Box No. Policy Number. 71 Seventh Avenue City . . .State ZIP Code Company NAIL Number: .. # West Hyannisport Massachusetts: 026.72 1f using+the Elevation'Certificate to-obtain:NFIP flood insurance,. affix at least 2'building,photographs below according to the instructions:for Item A6::Identify all photographs-with date taken:•"Front View"and:"Rear View";and,if required,"Right Side View".and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8..If submitting more photographs than will fit on this page,use the Continuation Page. {t # ;# . wi I Ag r < vY l# s .i a d Photo One Photo One Caption FronYView i+mo t r ' f d�iP Illt i t A " e 0.7 It (E # 9} t 1 �s 1 A a r ¢ y9 . y. t t s ^ F Photo Two Photo Two Caption Rear View FEMA.Form 086-0-33.(7/15) Replaces all.previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS.... .. , OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE s Building.Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 71 Seventh Avenue i City State ZIP Code _ Company NAIC Number $ West Hyannisport Massachusetts 02672 -j If submitting more photographs than will fit on the:preceding page, affix the additional photographs below. Identify all photographs With:. date taken;. "Front View" and "Rear View'; and, if required, "Right.Side View" and "Left.Side View." When applicable, photographs must show the foundation with,representative examples of the flood openings.or vents,as indicated in:Section A8. lee g _. Photo One Photo One Caption Right Side View: v � r } Photo Two Photo Two Caption Left Side View- FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f Map J`kD Parcel I �J A p ica ion Health Division Date Issued i 't rK o Application Fee/y Conservation Division--� /o C� Planning Dept. Permit Fee cat . Date Definitive Plan Approved by Planning Board _ 6 D Historic - OKH _ Preservation/ Hyannis Project Street Address 1 eUe_n tV,\ fta& 0 Village V A on i S _C Owner l Address C 1 i( 0 (T(Q, WC'I \ai Telephone ' O Permit Re st \-N Square feet: 1 st floor: existing proposed_'� 2nd floor: existing proposed CoOO _Total new Coco Zoning District Flood Plain Groundwater Overlay Project Valuation� � i _Construction Type ;3 Lot Size Grandfathered: 'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes � No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)__ (� � Number of Baths: Full: existing / new Half: existing new Number of Bedrooms: Grl- _ existin Total Room Count (not including baths): existing —new First Floor Room Count Z' Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes . ❑ No . Fireplaces: Existing New _0 Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:, existing ❑ new size _ Other y'I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ tl == J Commercial ❑Yes No If yes, site plan review# _,_Current Use _ _Proposed Use: ; 171 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name -Mfar�. IU 10. Telephone Number O—Z�5S � Address ®U �on License # �_S_ Ligke ud l-e MA C3q ? Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � SIGNATURE ! DATE �/ r 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP/PARCEL NO. r � ADDRESS VILLAGE OWNER DATE F INS PECTION: SPECTION: FOUNDATION — 3- FRAME� ift� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL MAIL BUILDIN ZS DATE CLOSED OUT ASSOCIATION PLAN NO. s P.O. Box 1164 Upton, MA D1568 N Ew Ent�L�.ry c> • � W O M E ENERGY L_L_C BLOWER DOOR TEST - IECC 2012 402.4.2:1 Customer Information Test Conditions Name: MJS Construction Date: 12/5/2017 Address: 4 Moulton SE Time: 11:00 AM City/State/Zip: Lakeville, MA 02347 Temperature: 42 Phone: House Volume: 13,162 cult Email: mishome2 _comcast.net. Test Location Street: 71 7th Ave City/State/Zip: Hyannis,MA 02648 Comments: - - - Fan Model: Minneapolis Blower Door Serial Number: 26394 Fan Flow Ring: B Fan Flow Pressure: 506 CFM50pa Test Criteria: 2012 IECC- >or=3 air changes per hour of 50pa Test R@SUItS 2.30 ACH50pa PASSES.. Test Performed by: David J Winslow, New England Home Energy LLC Address: P.O. Box 1164, Upton MA 01568 HERS Rater#0478118 Phone: 617-839-7274 Signature: (/44(/. / 'dow www.newenglandhomeenergy.com This document was created with Win2PDF available at http://www.win2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. 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/Plumbers Applicant Information Please Print Legibly Name(Business/Ora nizafion/Individual): Address: �L)1)\Ae y, City/State/Zip: l--jA V.-e '' k -A Z_V?Phone#: L4 N _N,!�S-�3 MCP Are you an employer?.Check the appropriate box: I am a general contractor and I Type of project(required): 4. 1.W I am a employer with ❑ g have hired the sub-contractors 6. ❑New construction employees(full and/or part-time).* ' 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. XDemolition working for mein any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance required_]t c. 152,§1(4),and we have no 13.[]Other employees. [No workers' f 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 hire 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 slate 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: C n Policy#or Self ins.Lic.#: 7,t)r �; [ fj Expiration Date: O/ Job Site Address: r 2UP�fl-N .1 UP City/State/Zip:_11 Q /1 Attach a copy of the workers' compensation policy declaration page(showing the policy number and+ation date). Failure to secure coverage as required under Section 25A of MGL c. 152 can Iead 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` e coverage verification. f I do hereby certify7�U/V/, h p and p o erjury that the information provided ove ' true and correct Si ature: Date: ' Phone#: 'T - Official use only. Do-not write in this area,to be completed by city or town of�'aL , ti Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector S.Plumbing Inspector 6.Other = Contact Person: Phone#: n ' 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 in 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 br 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 returned 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 permit/license 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 future.permits or licenses. A new affidavit must be filled out each year.Where a homeowner 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 Ofce of l vesttigations 600 Washiugton Street Bo:stoa,MA 02111 Tel.#617-727-4900 ext 406 or 1-977-MASSAFE Fax#6 17-727-7749 Revised 4-24-07 w .mass.govfdia AWC Guide to Woad Cortstr acdort irn High Trrzd flrecrs:110 Ffiplr flfind Zane Massachusetts Checkdgt f6r Compance(,rso mlz53ou.l.l)' ' - con�ptian= 1.1 SCOPE-. Wind speed{3-ser_gust)-•--..-._....:..�..._. __._._-_.-:_----------._._-__ __�...I10 mph Wind Exposure Category____ _ _.____. Wind osure o ...En Engineering Required For Entire Prp ect.:....................................C � ��9 rY..:.......... g 9 q 1 12 APPUCABUFY •Number.of Sfnries(a rnaf which exceeds 8!n.12 siape shall be considered a story) stories -_<2 stories RooF Pitch < Mean Roof Height _.._.._. _-�:-_-(Fig 2)----_-------------_.__.._------_-_--_ft 5 33' Building Width,W ------------ _ (Fig 3)------ -•-- .__ _ ft 5 go, Building Length,L _-(F9 3)---•----------------------------------- tl 5 8D, Building Aspect Rafio RJW) -------------------------------.........(Fig 4)-------- --- — 5 3:1 Nominal Height of Tallest Openingz (Fig 4)_.------- <618" 1-3 FR ING CONNECTIONS General mmpl'rance with framing r_-D'nnec:6oris-__._—.(Table 2)-------------------------___-__- 2.1 FOUNDATION Founda5on Walls maebng requirements of Tao CMR 54D4.1 Conrxe.. -•-•-- ••.....:............._.__..._........_._.......•-•---•-•.:-.._._._...............-=....................... Concrate Masonry 2.2 ANCHORAGE TO FOUNDATION1,3 5/8'AnchDr 6olls•lrnibedded or 51a"Praprietary Mechanlcal Anchors as an alt-ernattve in concrete only BattSpacing-general .................:..-:.._.__:.(Table4)----------------------------------- ' in. Bait Spa= from end(oint of late__.___._.___ ___._(Fig __, Bolt Embedment- (Fig —in_z 7- Bolt Embedment mason _. F 5 - --.--_:.- in->:15' Plate Washer..-----_ ----—---- -- - = (Fig 5) ---- _ >3'x 3"x 1W 3.1 FLOORS Floorfiaming member spans rhecla?d _._____.. _._..._._._(per TBo CMR Chapter SS)...... Maximum Floor Opening Dimension_:_.___.._—.-----:-___(Fig 6)---.--------:------------------_--__.._.__._ft<_12' Fd4 Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Mtxdmrim Floor•,foist Setbacks SUPPDMng LDadbeadng walls or shearwan_-..._-__ Fi ft.s d Ma)dmum Cantilevered Root'Joists --' Supporting Loadbearing Walls or Shearwaq_----_-•-_(Fig'8):__.._-_ _ _- s d FloorEracing at Endwafls'_. _r._...-•------•-----------------•(1=f9 9)--•------------____.....�_=:.... _....._. Floor Sheathing Type --- --- -=- -W._.------ -.(per T80 CMR Chapter S5)-.-------.- ------- Floor Sheatf ing ThUmess-.._.____,.-_-----•---.-.-(per T8D CMR-Chap�r 55).:..___.___.--. in. F( . _ edge Floor Fastening._.............•---•- ,�._(Table 2 d nails at in eg I_in field----.-_-.--• ) _ - 4.1 WALLS . Wall Height Loadbearing vralls:__ __...__Y___. ___._.(Fig 10 and Table 5)-_.---- _ft 51D' Non-Loadbearing walls __.___._------.�___:_.(Fig 10 and Table 5) ft'_5 20' Wall.Stud Spacing (Fig 10 and Table 5) in:55 24'❑.r, Wall Story Offsets' :.(Figs.7�B• 4-2-EXTERiofc WALLS34 - Wood Sf ids ' L_Dadbearing-� (Ta¢Ie 5).......................__.2x -_ft in, Non-Laadbearing walls :(fable 5) ' Gable End Wall Brar-ing: Fuh Heidht Er idwall Studs ._ _-•(Fig 10)_.-----•--•. -- ---- WSP-Attic Floor Length----- 11}, __ ---•-----:_._.- - ft�_-W/3 Gypsum Caling Length(tf WSP not used)- __.._. (Fig 11)_:__ __.-•---.._.......:........_ft 2t D_9W and 2 x 4 Conflnllous Latarai Brace P 6 ft.❑.c._ (Fig 11}............................ or 1 x 3 mling furring strips @ 1 B"spacing mini.wr'tir 2 x 4 blocking @ 4 ft.-sparing in end Joist ar truss bays Double Top Plaii: ;2 ; { Splice Lengifi �_.:._.._ ..-----•---------_ ,_..(Fig 13 and Table 6)_.._:._------.___._ .__._. ft Splice Connection (no.of 16d common izafls);__...�..(Table .4TTIC Guide to Wood Corrstrucdan ire High F1ind Are-as. 110 mph Fy7nd Zane Yrassachusetts Checklfst for Compliance (790 CA-IRS301.7 r_1)I _ .L>3adbearing'WaIi Conn_ _ . Lateral(no.of 15d common Waits) -(Tables 7)-_--__.-----.---_--... ---- Norr-Loadbeadng Wall CDnnecfiDns Literal(no.of 16d common nails)_______----(Table 8}-------:- -----•-•----•- - - - Load Bearing1NalI-D•enings record largest opening but check all openings for compliance to Table 9) - P � c Header.Spans (Table 9)_--.-_----------_-- -in•_11 Sifi Plate Spans (fable 9)_._______.__..._____..__.. It in.511, - ' Full Height Studs (no.of-stbds)__..____�_..�.-_.._(Table 9)-------._____-.---.____.___..---:-_-• Non-l-ced Bearing Wall Openings(record largest opening bait check all openings for compliance to Table 9) __. _._. able 9 __.:—ft—in.s 1 Z . Header Spans..................•-----• --_._----• (T )------------------ . Sill Plate Spans-------------- ----------._.-. --(Table 9)------ - ft_in.c 12" Full Height Studs(no.of studs)_.. _-__--- --_-- ---•(Table 9)------------------- --------- --- - Exterior Wall Sheathing to Resist Upfift and Shear Simuttaneausly4 Minimum Building Dimension,W Nominal Height of Tallest Opening? ••-------•--•-- Sheathing Type------------------------------------ Edge Nail Spacing able 10 or note 4 if less)--_-_------ = ►n Feld Nail S acin able 10 .___----__-_-------_-_---------• in. P 9.---•--------------- ..--- ) Shear Connection(no-of 16d common nails)(Table 10) ---------------_ Percent Full-Height Sheathin able 1 D ---------___---_-------•----..... —% 5%Additional Sheathing for Wall with Opening>Ta'(Design Concepts)_._._.-_.---__-•- Maximum Buildirig Dimension,L , Nominal Height of Tallest OpeningZ Sheathing Type---------------- -- - -- (note 4)---------- __-- -- - -- - Edge Nail Spacing-_.._._--_----.-__ -_-.-- (Table 11 or note 4 if less)_--•--_--•--------- in Feld Nail S acin able 11 .._____-__,---------------- :------ in. Shear Connection (no.of I5d common nails)(Table 11)------- Percent Percent Full-Height Sheathing (Table 11)_____--__----_-_--..__-------__--_% 5%Additional Sheathing for Wall with Opening>TS' (Design Concepts) Wall Cladding Rated for Wind Speed7__..._� 5.1 fZOOFS Roof framing member.spans checked?--_._-.._-..(For Rafters use AWC Span Tool,sea BBRS Websif>?) Roof Overhang ---------------------------------------------------(Figure 19) -------_ft s smaller of 2'or U3 Truss or Rafter.Connecdons at Loadbearing Walls - Proprietary Connecters ...---------- -------_(Table 12} __-_ _ ---------------•- P1 --- --- - --.._..._..__.(Table 12)•--- --- ------ ---..__._L= PT Shear-_------- 12) _- ---,.S= Ridge Strap Connections, if collar ties not used-per page 21__. (Table l3)____.----•-------•--T= pIf Gable Rake DLADoker---------:__.___ _---------_----.(]Figure 20).___..----_- t}_<smaller of 2'or LfZ _ Truss or Rafter Connedions at Nbn--Loadbearing Wags PrDprietary Cor1ne:Cbrs Uprift_ --_- - - -.(Table 14)-------- ----=--U= lb. L_atei-al(no.of i5d common nails).--(Table 14)............_........................L= . ib. Roof Sheathing Type TSD CMR Chapters 5B and 59)....... : Roof Sheathing Thic:lmess in.k 7116'WSP Roof Sheathing Fastening_;_______-—_---_ _._..-.(Table 2)----- -----:-•-----------.._- - — otas: � - This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply wfth the requirements of 7BD GMR-53D1.21.1 Item 1.If the checkist is met in its entirety than the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Scraps per Fgw-e 5 b. 2b Gage Straps per Figure 11 c. 'Uprdt Straps per Figure 14 d. All Straps per Figure 17 . e. Comer Stud Hold Downs per Figure 1Ba and Figure IBb 'Exception:Opening heights Drill)to B ft shall be permitted when 5% is added to the percent U-height sheathing requ'irerr eats shown in Tables 10 and 11. The bottom sill plate in exbidor+walls shall be a minimum 2 in.nominal thickness pressure treated 92-grade. .4TYC Gtzide to Food Corrrdruct orr ut Hi-fi Wrzd Ar eas 110 rrzptr f ,ad Zone .1 assac'husetts Checklist for Compliance(7so mnzs3m -?J:i)` a 4• a. From Tables III and 1 i and location of wall.sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Mail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as fnibws: L Panels shall be Installed with strength axis parallel fn studs. ii. .All hortmntal joints shall occur over and be nailed to$timing._ i L Dn single story construction,panels shall be attached to bottom plates and top member of the double thP plate. iv.• Dn two story cmnstruction,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 fo lowest plate at first floor framing. ' v. Horizontal nall spacing at double top.plates, band Joists, and girders shag be a double row of 8d staggered a 3 Inches on center per figures below:Vertical and Hormnfal Nailing fbr Panel Attachment 5. Glaang protection:a)'new house or horizontal addition—required if project Is i mile or closer to shore(generaliy,south of Rte.2B or north of Rte.6) _ b)vertical addition—not raqutred unless there is extensive renovation to the first floor c)replacementwi6dows—needs energy conservation compliance only(chap 93) S.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure 8 may be obtained from the.American Wood Council ' � Y�{EFITt3EE3�RIrST50K _ . FFAM=USEEd WAILg • � tl f + It 11 1 • u 4 l� I1• 1 , � +l I Hn t i '/L It o 1 1 f� t.}5 • i • 1 er k 4 t i [rj 1 1•4 n I r ar rd 1[ is J I 1 1= [ Z 1 1 •t. • [ 1• .. - 1 `r 1 FRAWir. 1 I1 {{{\\\ ` �■ ll - I l � 11 Li t tl �I t t 3t5t 1 !� ii 11 - I7 Ll Ts f 1 � � .+5..��• 1 p •`- T f 1 1?flti�1 E sT,1 LFI _IDCiE WL1SZZ IAl-MC7ESPACaVGDL See DeLatT an Next Page Detail Verical and HorizoRLal Nailing VerUcEil and Hotiz-enfal Nail'mg. for Parlei Attachment - fisC Panel Attachment THE � Town of Barnstable' 'Regulatory Services } IARIVLTAR� � . NAM Richard V.Scali,Interim Director tr. BuRding ffivision Tom Perry,Building Commissioner 200 Main Street;Hyammis,MA 02601 www.townlarnstable-ma.0 s Office: 508-862-4038 Fax 508-790-6230 Prope>;ty Owner Must Complete-and Sign This. Section. ' H Using A Builder .,, -,as Owner of the subject propettp hereby authorize_M(ItC to act on tap bebal� in all tnattets relative to work authorized by this building petmit (Addtess of Job) **Pool fences and alarms ate the tesponsibility,of the applicant. Pools are not to be filled ot_utilized befote fence is installed and all final inspections are petfotmed and accepted. e of et tote Hunt MA ACV Print Name Punt Name Date : . .. Town of Barnstable - - - Regulatory Services ` ' - oF ram, Richard V.Scali,Interim Director Building.Division _ - inxxsrART_F� Tom Perry,Building Commissioner XAM 200 Main Street, Hyannis,MA 02601 'rEn t,w�► www.town.barnstable.ma us Office: 508-862-4038 Fax: 508-790-62-10 HOMEOWNER LICENSE EXEMPTION . — PIease Print DATE- 70B IOCATION_ number street v�7lage "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityltown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-ye--r period sha l not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homegwner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The tmdersigaed"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she wM comply with said procedures and requirements. signatr -c of Homeowner Appioval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOTYMOWJ IE S F—IMNI MON The Code states that: "Any homeowner performing work for which.a building permit is required shall be exempt from the provisions of this section(Section 10.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor - (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2-15) This lack of awareness.often results in serious problems,-particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used,by several towns. You may care t amend and adopt such a form/certification for use in your community. :m 20US-1125 IVISIQ4 Substitute DemolRebula Zadng Orcunmce Amendment Ton 8 tion dulymatlo and'secon&ad It Was } st ` IITi Ar(3cle DI of the Town OfBamstable General Ordinances,fbc Zoning dinamco,is h=by amended byinsmtingparag mph 7 to-Section 4-4.2 Noncoufonning, u-,to read hs•follows: ' 4 Degelop ed Lot Protection--D emoht an&R.ebt diding an lion-canfarmiug Lots; pro-misting le nnn-co of a single or two-5mily residence Which confnaned to all e ms of the zoniag ardmanco or bylaw at the time,of constriction shalt be c'4tled to completely_ d m Hsh tha Old resi dI=o and consimet thereon a new resid�nca in accordance•with. - fLO f011owmg• - A_) M-of Right; ; Thaproposed demolition andrebuilding shallbepezmitted as-ofLight an a•preY- cxisting legal non-cdnfh , lot that contain§ a mimm--cm of I0,000 sq.$ of. cons iguous upland provided that the$wilding Ccirr=i Sion=determines that all of the fallowing oaztma-are mct: , 1) The proposed new.st uc`tvte confQmss to,all M=mt use and setback , requrre�er�s of the zormsg district it zs Iocated'in; - - 2) .TIm proposed eonstucEcm conforms to the fallowing requirements of lot coverage, floor area ratio and buildmgheight . a- Lot Cbverage.by all buildings and all 5tactures shall not exceed twcnfy perceat(20%)or far,existing lot coverage,whiGHever is greater; Y b. 'Fhe Flooz Area Ratio shall not exceed 03 0 or the existing Floor Area Ratio of the s r=tore b e'. mg demolished and rebwil�whiche`Per is greater; and , c: The building height in feet shall not exceed'fhi (3 0)feet to the highest Plato and shall contain m more than 2 %z stones: `Ihe bi:ildmg height in feet shall be defined as the vmtiral distance from the average grade plane to plate. 3) Furfher.expRIMM4of the z'elin It stractOm must eonfo . , A)2) - • . , - as to S ecfioii 4.4.2 - . ' i above, I 1 � -,..� :r• • B)By S`peczal Pez-�zf. :, - : . •• • ,. • If the proposed demolition andrebf ildmg cannot sati-,sfythe caiteria mstablish..ed in Section 4.4.2 7)A) above,flier the ZQning Board of App eats inay allow the dem-olldon and rebuilding by,spcdal p=itprovided that the Board finds that; ' The Proposed yard sefbacrks are equal to or greater than i�ie yard•setbar�s of the ;. ajsti�btulding;.and An t:ne criteria in 4.4.2 'n A)2) k q abo170 is bet. Tbz proposed nE;w&welting Would not be substan ially mare d�tn?nenta7 to$re A TRU E CO1 Y AfTEST - ' x �a�a»myao4xrueall/°o�C-�liraaac%uvelGi z _ Office of Consumer Affairs&Business Regulahoo . _ w m HOME IMPROVEMENT CONTRACTOR Registration: TY 1 E 6884 , , I Expiration 71.013/201+7 DBAS MARK J'SILVIA 1-10ME IMRPR01/EMENT' }w d3 MARK SILVIA 4MOULTON STa` LAKEVILLE MA"02347 � a Undersecretary $ l I Massachusetts Department of public Safety y' Board of Building:Regulations and Standards License CS-104268. Construction Supervisor R MARK J SILVIA ``r 4.MOULTON STREET LAKEVILLE MA 02347 4 co►nmissioper Expiration: 08/13/2417 .... o. . ( 77he (p0 : Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 51.70 -B' _ oston, Massachusetts.02116 ; Home Improvement Contractor Registration Registration: 176884 Type: DBA x Expiration: 10/3/2015 Tr#M1 245415 MARK J. SILVIA HOME IMRPROVEMENT w MARK .SILVIA - 4 MOULTON ST LAKEVILLE, MA 02347 r�4 Update Address and.return card.'Mark reason for change. SCA 1 0 20M-05/11• Address Renewal E. Employment Lost Card � � � - - 4 I •x Avlassae husetf -6epartrnent of Pub#c Safety Board of Building.Regulations and Standards _ Construction Supervisor - License S: C -104268 �7 F MANIC J SILVIA `�` - J��•�. i 4-MOULTON STItEETi y s VII,LE MA02337 Expiration . Go n^V i&'`her . 08/13/2015 TOWN OF BARNSTABL•E BUILDING PERMIT APPLICATION` 4 Map o< l tc Parcel J Application # 02 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee U� Ito Date Definitive Plan Approved by Planning Board ; Historic - OKH _ Preservation/ Hyannis Project Street Address I S .l)C��f1�1r1 Village A V)n 1 -3 Cc Owner Address �] '(Yn i r A Ln_.j Qc anfLA C o-gy Telephone Permit Request JCt' cv`(4 - pt,� ,-t�®�1 ����c 15 Q.),AJ -gaik,\ QC)00✓'\ Square feet: 1 st•floor: existing 6proposed A6476'2nd floor: existing 0 proposed �e),7<Total new 67 Zoning District Flood Plain Groundwater Overlay Project Valuation$5q. Construction Type_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 051 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) ran Basement Unfinished Area (sq.ft) (AQ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing L&ew Total Room Count (not including baths): existing new Cc First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: 0 Yes ❑ No Fireplaces: Existing New a Existing wood/goal stove:, ❑Yes ' No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn ❑;existing ❑-new-size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other 4 - Z4iing Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l No If yes, site plan review# ` t- Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name . M 0Q-k-1- S't,I k-C", Telephone Number L(N Q66 c9-q Address License# L esitl, ODSql Home Improvement Contractor# LI, Email n Worker's Compensation # �Qny F q/L( ALL CO STRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I b0e{ (� s 6 SIGNATURE = DATE M 0 1/ 7. c-20 Q6 t } FOR OFFICIAL USE ONLY .� - o APPLICATION# DATE ISSUED MAP 7 PARCEL NO. ADDRESS VILLAGE OWNER ' t ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Dj;vm*nexrt of1udurh idAcddents T 3 y rt,Of ceofbzveyfioSa ons 600 WirshhvtonStreet Bostory lim 02.0 - www.rnars govlda T Workers, Compensation hunrance Affflav&Baders/Contraetors0ecfricians/plmabers Applicant Informatidn Please Prima Ledbiv' Name gWSi=sslorgani�on/ladivid�l�: _ Address: 4on' - - Ci 5r/sra—W- zip: L, ' i( Phone Are you an employer?Check the appropriate bo=.' e of ro' I. I am a employer war (D 4. Q I am a general cC�actor and I ' Ject p ( : caiployees(fitII and/or pe t time)-* have hired the sub-coaitac6nrs 6• []Now comshvcilnn 2.[[ I am a sole proprietor or partner- listed on the wed shed 7. Q Remodeling ship and have no employees These have 8. Q Demolition foe'me in empIoyees and have workers'wori�g any rapacity. 9. [Nn workers'comp.incrtnmrr_ camp.inem anr_�t addrfron r S. We are a corporation and its '10-Q Electrical repairs or additions 3. officers have exercised their El am a homeowner doing an work 11.❑Phlmbingrepairs or additions myself [No workers'c mp. right of Mm mptiom per MGL 12 Q Roof repairs mice requ¢ed.I t c.152,§1(4),and we have no employees.[Na wodkers' 13.Q Offer camp.fiLmr nrx requfied] *Any applicantthai chce m box#1 mnst also f l omztthc cuckoo bcbw showing thdrwmk='eompcasshon policy fiLtm ufl m. t l3onu owners wba submit tbis affidavit indicating tboy no doing aII wmk sad if=Lieu ontsido cmgmctom must submit nnVW afndavk indiczfmg inch_ �Conha{.=thateheckthis box mastaftaehed as additional shcctshowiagtbe name ofthe sab-eoatca fb=and state whelhaornotthm catitias have e03pIoyees.If the soh-mnlzactors hive cmpby=3,9xcY=mt Imo&&=woken'comp-policy=mbcr I on an employer that is providmg,vorkere compensation huurance for my employees Bdow it the payg and job site u formation. Ins norm Company Name: - _ 0-1 1 n Policy#or self-ins.Lie.#: OOC� 1�y .`� Z_ FxpirationDate � rob site Address: 7 cyls`t�elrsp: c r7' Attach a copy of the workers'compensation policy decLumdon page(showing the policy number and expiration date). Font=to secom coverage as required Hader Section?SA of MGL e.152 cam lead to the imposition of ciminal penalties of a fine tp to$1,5W.00 and/or one-year imprisonment;as well as civil penalties is the fioun of a STOP WORK ORDER and EL fine of up to$250.00 a day against the violator. Be advised that a copy of this staitmr,ot.may be fnrwm-.&d to the Office,of Investigations of the DIA.for insorance,coverage verification. Ida hereby p ' p ofp�Y that the Aformrnian provided above is true and correrl S� Data: /S Phone# FE,cu only. Do not write in this area;to be conrpkfed by city or town q,OuiaL n: Pen iuLi=se# ority(ci¢cIe one): Health 2.BuildingDepartment 3.My/Town Clerk 4.MechicalIr specter 5.Plumbing Inspector Offer on• Phone A formation and Instructions M&u .cary*Setfs General Laws cbapftj 152 requires an employers to provide warkers'compensation far their employees. . Pmsrrantto this sty,an errOayre is defined as"_.every person is the service of another under any contract ofhire, express or implied,oral or wrfter-" A.u.e r ployer is defined as"au individual,partnership,assorwfiam,crnporation or other legal ea ft or any two or mom of the bregoiag engaged in a joint enteaTorise,aid including the legal represeaEaiives of a deceased employer,or the rec or trustee of an iadividnak,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 . d hoarse repair work on such dwelling dwelling house of another who employs persons to do maintenances conshuction or rep g or on the grounds or bru7dmg appznfenant therein shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or Iocal Reensing agency shall withhoId the issuance or renewal of a license or permit too erate a business or to constrict burTdings in the commonwealth for any P P applicantwho has not produced acceptable evidence of compliance wick the bmumnee.coverage required." of political subdivisions shall Addifia MGL 152,§25C(7)states"Neither the commawealth nor any its p _.__... enter into any coutrad for the performance ofpublic work-until acceptable evidence of compliance-with the insurance.. of this have been muted to the contra authority." �earts chapter Pies recivaem , Applicants Please fill ourt the woi3sers'compensation affidavit completely,by rhr. l the boxes fled apply to your sitnaiion and,if necessary,supply sub-contractors)name(s), address(es)and phone mnnher(s)along with their certificate(s)of insurance. Lmmited Liabilky Companies(LLC)or Limited Liabfiity Partnerships(LLP)with no employees other ,than the members or partners,are not required to carry workers'compensation insurance. If an LLC or UP does hays employees,apolicy is required. Be advisedthatthis affidaYitmaybe submitted to the Department of Industrial Accidents for confirmation of i mmmce coverage: Also be sure to sign and date the affidavit The affidavit should be rimed to the city or town that the application for the permit or license is being requested,not the Deparhnent of Industrial Aecideais. ShouId you have any questions regarding the law or if you are reqaired to obtain a workers' compensation policy,Please call the Deparhaent at the number listed below. Self-iosured companies should eager times self-insurance license nimmber on the Tine City or Town Officials Please be,sure that the affidavit is complete and priated 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 coact you regarding the applicant Please be sure to fill in the per]a t crose number which w:M be used as a reference nunmbea. Iu addition,m applicant that must submit multiple parmitlliceme applir;ations 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 future permits or Lice uses. A new affidavit must be filled omit 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 bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would bled to bunk you in advance for your coaperaiion and should you have any questions, please do not hesitate to give us a call The Deper menfs address,telephone and fax number: .7 A commmwedtk of M&.�vsetts Duparlramt of lid 1 AoDidents =0--of i- [g fin 600 vaftgtan Sit Bosom,MA 0�111 Ta#617 727-4900 ext 4€6 or I-M MaSAFE Fax#617-727 7744 Revised4-24-07 AMC Chide to IVood Construction in Higli Fllind Areas; 110 inpG 1f'i'nd Zone Massachusetts Cheddist for Compliance(7s0 CiMRs301.2.1.r)r Loadtiearing Wall Connections Lateral(no.of 16d common nails).......................:........(Tables 7)._..........-_...................................... Non-Lmadbearing Wall Connections . Lateral(no.of 16d common nails)..........................._..(Table B)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for corhpriance to Table 9) Header Spans ... ........................... able 9 SIR Plate Spans ... able 9 Fun Height Studs (no. of studs)....................................(Table 9)....................._................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.:...........................................................(Table g).................................._ft_in.517 SillPlate Spans. - ....... -...... ....................--(Table 9)................................ _ft_In.512" Full Height Studs(no.of studs) (fable 9)................................................. , Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'. Minimum Building'Dimension,W Nominal Height of Tallest Opening2 ....................................... .............................. . 5 61Er Sheathing Type............................................(note 4).;,.................................................. , Edge Nall Spacing.............. ........................(Table 10 or note 4 if less)............_._.... in. ... . . Feld Nail 5 akin ... Table 10 in. P 9...........................;........... (T )-.........................._........._......_.. Shear Connection(no.of 16d common nails)(fable 10).... . ........................................... _ Percent Full--Height Sheathing..................... 10). ........................................... _9ro . . ..... .. . 5%Additional Sheathing for Wall with Opening>BIB'(Design Concepts).................. Maximum Building Dimension,L Nominal Height of Tallest OpeningZ.................................:.............................................s 6'B' SheathingType..._........................................(note 4)................................7.......... .. Edge Nail Spacing........................................(fable 11 or note 4 If less).... ... .. in. FeldNail Spacing......................................t_-(Table 11)................................................. in. Shear Connection(no,of 16d common nails)(fable 11).......... ............... .......... Percent Full-Helght Sheathing.......................(Table 11)............................................:.....__9�0 5%Additional Sheathing for Wall with'Opening>6'B*(Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?........................................................................................_.._............................_ 5.1 ROOFS• Roof framing member spans chedkiW.........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .:............. .....(Figure 19 ft 5 smaller of 2'-or 1.13 Truss or Rafter Connectlons at Loadbearing Walls ; Proprietary Connectors Uplift................................................(Table 12)............................................U= plf ,. Lateral................................_..........(fable 12)................... .......................L= plf able 12 S= pif Shear.................._............_.............R )•--......................................... Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...............................T= pif Gable Rake Oullooker.........................................(Figure 20)............. ft s smaller of 2'or L12 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors - Uplift................................._-_•.....(Tabie 14)........................................._U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type.............-....................................(per 760 CMR Chapters 56 and`59)...........: Roof Sheathing Thickness...................................................................................._in.2:7116'WSP RoofSheathing Fastening....:......................................:(fable 2).....................:..................................._ Notes: •1. . This checklist shall be met in its entirety, excluding the spedfic exception noted In 2,to comply with the requirements of 7B0 CMR•5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs ara not required per the WFCM 110 mph Guide: a. Steel Straps per Flgure 5 b. 2b Gage Straps per Figure 11 C. Uplift Straps per Figure 14 ' d. All Straps per Figure 17 e, Comer Stud Hold Downs per Figure IBa and Figure IBb Z 'Exception:Opening heights of up to'6 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-grade. .4 WC•Grride to Food Constructim ui Hi glr kYind Areas:110 tnpli {end Zone Alassachuseits Checklist for Compliance (78o chrrz53oi:2.I.i)' Cbxk Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..........:.......................................................................................................110 mph WindExposure Category.........................................................:................................................:.....................B Wind Exposure Category................Engineering Required For Entire Project.......................................0 • 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) stories 5 2 stories RoofPitch.........................................................................(Fig 2) ........................................... 512:12 MeanRoof Height•......................._....................................(Fig 2)................................................._ft 5'33' BuildingWidth,W...... ............................................... ..(Flg 3)...............--•-•••......................-. ft s 80, ..... .... —. Building Length,L .........(Fig 3 ' Building Aspect Ratio(LNV) ...............................................(Fig 4)............................_.................. 9 3:1 r Nominal Height of Tallest Opening .............................:.....(Fkg 4)............................................. s 6'B' 1.3 FRAMING CONNECTIONS General compliance with framirig oonnectlons......._...........(Table 2)--........:.................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................... ...................................................................................................... ConcreteMasonry............................................................................................................................. 22 ANCHORAGE TO FOUNDATiON1'3 5/8"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpgcing-general........................................•.(Table4)............................................... • in. Bolt Spacing from endroint of plate.............................(Fig 5)..................:..:.............. in.s 6"-12". Bolt Embedment-concrete.........................._.............(Fig 5)...... " Bolt Embedment-masonry..................:......................(Fig 5)............r............................... in.Z 15' PlateWasher..:............................................................(Fig 5)..............................................'-3"x 3"x%w 3.1 FLOORS Floor•framing member spans checked ...............................(per 780 CMR Chapter 55).................................. MaximumFloor Opening 01menslon.1................._...........(Fig 6)............,..................................... ft512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Flg 6)..:....................... ......... MhAmum Floor Joist Setbacks Suppoiftng Loadbearing Walls or Shearwall................(Fig 7)...................................................Tft 5 d Maximum Cantilevered Floor Joists Supporting Loadbeadng Walls'or Shearwall................(Fig 8).................................................... . ft 5 d FloorBracingat Endwalls....................................................(Fig 9)...._........_............---............_.....7.............. Floor Sheathing Type ...........................................•-.--..7....(per 780 CMR Chapter 55).........:......................... Floor Sheathing Thickness.........................._.....................(per 780 CMR Chapter 55)....................... In. Floor Sheathing Fastening_............................................:..(Table 2).. d nails at in edge/_in field 4.1 WALLS Wall Height • Loadbearing walls........................................................(Fig 10 and Table 5)............-.............—ft 510' Non-Loadbearing walls ....(Fig 10 and Table 5)...........•............... ft'5 20' ......................................._... _ Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.5 24 o.c. WallStory Offsets . .......................................................(Figs 7&8)............................................ ft 5 d 4.2 bfl'ERIOR WALLS . Wood Studs LoadbearIng v WIF.......................................................(Table Fx)..............................2r ft in. Non-Loadbearing wails ...............:(Table 5)..............................2x - ft in. Gable End Wall Bracing Full Height Endwall Studs..........................................(Fig 10)_............................................................... WSP-Attic Floor Length_....__*.: 11)_._...._................................ ft kW/3 'Gypsum Ceiling Length(If WSP not used)...................(Fig 11)............................................—ft Z 0.9W and 2 is 4 Continuous Lateral Brace @ 6 R o.c...(Fig 11)....:...................................................I.... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plafe ; Splice Length ............................................_.........(Fig 13 and Table 6).................................... ft . Splice Connection(no.of 16d common nails)..............(Table 6)..................................... r , .'a `�.•�. • AWC Grcide to Wood Corrstractlorr in High lllind k—eas: 110 ntptr Wisd Zone Massachusetts CYecldist for Compliance(7so ChiR5301.2.1:1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall 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 a)ds parallel to studs. fi. All horizontal joints shall occur over and be nailed to framing. Gi. 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 fioor framing. v. Horizontal nail spacing afdouble top plates,band joists,and girders shall be a double row of Bd staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment S. Glazing protection:a)new house or horizontal addition—required If project Is 1 mile or closer to shore(generally,south of Rte.28 or north.of Rte.6) b)vertical addition—not required unless there Is extensive renovation to the first'fioo_r c)replacement ivlridows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. VA—MME EDGEMSM ON MUM UsEad NAILS • •ATi'na • u N 1 11 11 1 •. 11 11'� 1 ' 1 ll 1 I 1 . 1 11 fi II IF.N 1 1 1 • i . Al ff v. 1 )t i } ;r li 1, p 1 Ed 1 ' •i}u `I 1 . ' o A ll� 1 �. .1 i ! 1 I• . ,p 11 1 � 1 d 1 1 LJ j• 11 1=. Yt tl t 1 RAUrW MEMBERS 1. ! 1 �cemrlc� 11 1.112 1 I ' 1 L0 1� li� • fic NArt<sPAC om ; NAR PAT1137WEwa— J F,trQe L PAfiMEDGE r OOUSLA106I1-®GESPACMMIXIL See Detail on Naxf Page Vertical and Horizontal Nailing Detail • for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment ofTME Town of Barnstable ' Regulatory Services F a mum Richard V.Scab,Director &63¢.A. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barmtable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and.Sign This Section If Using A Builder I, MO.,r Ic,— r beaky ,as Owner of the subject property herebyauthorize auth k .� i G� to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) "-" Pool fences and-alarms are the responsibility of the applicant. Pools are not to be fMed or utilized before fence is installed and all final inspections are performed and accepted of Owner S App t Print Name Print Name /Yhs- Date Q:F0RMS:0wNMERMISSMIe00 s 1-o` is aijanistame Regulatory Services `°F r°iyy Richard Y.ScaI4 Director Building bivision r Ai MA Tom Perry,Building Commissioner 200 Main Stre t Hyannis,MA 02601 www town.barnstable.ma_us Office: 568-862-4038 Fax: 508-790-6230 HOME_OVME_R LICENSE EUTION DATE Q _ 1^pinse Pont JOB LOCH J�1(P�(11�n n�J� 1 y A f1P1 S�D` nombcr stred village `fiolvlEOWNER": Man I eaka 4j1 in-y Ao102 name home phone# work phone# CURRENT MAMING ADDRESS: M 6 r rit, rd Z cityAom atatt rip code The current exemption for"homeowners"was extended to include owner-ocenpied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEF=ON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town ofBarnslable Building Department minimum inspection procedures and remurements and that he/she will comply with said procedures and requirements. Signature qMamroWncr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction-Control. HOMEOWIUR'S EXE RUION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that salt Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board rannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:IWPFMEST0RM91bm7dmg permit formslEXPRESS.doc Revised 061313 �eusG �; le l fol-r4c F �q-l�tNG 5 a {{ Wells Fargo Bank,N.A. 1 Home Campus MAC: #F2303-04J Des Moines,IA 50328-0001 Ph:877-617-5274 12/30/2015 Town of Barnstable BUILDING DEPT. . Attn: Robert McKechnie Building Department . 200 Mai a JAN O4 n Street 2016 Hyannis,MA 02601 TOWN OF BARNSTABLE Regarding Property Registration at: 717TH:-�' 7! WEST HYANNISPORT MA 02672-0000 TAX ID: 246-151 Dear Sir/Madam: The property above no longer has legal action pending as of 11/23/2015..Please update your registration records to reflect Wells Fargo Bank,N.A.is no longer the responsible parry. Thank you for your assistance in this matter. Sincerely, Angela Pryor Wells Fargo Bank,N.A. Angela.L.Pryor@wellsfargo.com IT, I w7m.4%1 . 7,7 +RI: R�' 'jt f,� Z' Lee N�W 6 lt 4�v U Z4. 1 lm. 4! V K* 051 1% D,I Ile --jk Rib IOPF IYU 2,� v Nw 'L el r � ��� y: :^' �� II l�v-k � ,�,p�R,•,..ar�,�s� `'�C'�i k<� �,a: �, z -wi w.w. _ TOWN OF BARNSTABLE � RCG l,,VrORV SERVICES •T . .. _,: HTJILDING DIVISION STOP 4 �. WORK 11HS rRv1..rIVRE.AN WOR PREMISrs 11 As BF•.F:N s -=t INS1 FC1'ILU AND 11IF FOLLOWING VI(11 A'I'IONS OV TI(ll RlA1.I11NG('ODE 1NDIOR ZONIN(: - ORDINANCL HAVI,RFN FOUNU;IZ ...^... YOU ARr ILF,RI Bt NOTII11 )I11 Af .. .e NO AI DVTIONAL WORK SHAI.1 BE tNUI.RUNN-F.N ,,. �r,p'„ _ 1 UI'l1N THESE.I'RES9ISFS I/N'f 11 THI.ABOVE �_ _ e`-NI '•'. ,w'a„w;(� 1 '` +��„ ,�,,,,� `, "�'' y;•- -<-:. .. �.. VlO1.A'1'ItINS ARE CURRF C7l!II. ... m+ �qt y ANY PERSON REMOVING,THB NO TICE WCTIN)l°I O' 9. PROPBR.1(I7'I1ORlZATION SHALL BE.LL\Bl.,l r— ,,, '1'O A FIN (1E NOT E LESS TIIAN FIF I1.NOR ' .-THAN ONE H1_VURE:D DOI,I ARS. NlORF .. `o Haan' - ... Sa .yam a` r ,N . :PTO, a � M � tr r w i:a ti� foundation Insurance :: 508-689-7510 P.1 MJSHOME-01 MDOM)NGOS LR�" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDlYYYY) 511212015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. ,If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such elndorsement(s� ` RODUCER CONTACT - NAME . mndation Insurance Agency LLC PHONE (508)689-7504 N,:(508)689-7510 )0 Davol Street AI CN—°'E"t it Floor E-MAILADDRESS: Al River,MA 02720e - - INSURFJ2(S)AFFORDING COVERAGE. NAICaI - b INSURER A:Main Street America Assurance Company . 29939 ISURED - - - INSURER9:NGM Insurance Company 14788 MJS Home Improvement LLC » INSuRERc:CNA Insurance Companies 4 Moulton St INSURER D: _ Lakeville,MA 02347 INSURER E `. INSURERF: ;. ,OVERAGES- CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES-OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY HE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED ,HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. , SIR ADDLSUBR POLICY EF POLICY EXP LIMITS TR TYPEOFINSURANCE POLICYHUMBER MMIDDIYY 1 MM1DD - \ COMMERCIAL GENERAL LIABILITY I ,' EACH OCCURRENCE `" $ 1,000,00 CLAIMS-MADE OCCUR MPF1681Y 04/12/2015 0411=016 15ES acc ounence $ s PRF1�1MED ExP(Anyone person) $ 10,000 r' a �c I I 1 000 00 t • PERSONALBADV INJURY $`.•,� , 4 , g. 2 000�00 TE'y — A. L]ES PER.. GENERAL $-..� . GEN'LAGGREGAsELIMIT PP _ '� PRO- y 2, 000,00 POLICY ODUCTS-COMP/OPAGG $ - OTHER: AUTOMOBILE LIABILITY I E MB2P SINGLE LIMIT $ 1,000,000 3 ANY AUTO M1 F1681Y .91129/2014 1//2912015 BODILY IN�',URY(Perpersonj $ ALL OWNED �j(II N" SCHEDULED s BODILY ItWRY(Per accident) $ AUTOS �I ��- 11 AUTOS NOOWNED •,I - f x HIRED AUTOSAUTOS IPeracrade $ I X i UMBRELLALIAB _ X J OCCUR EACH OCARRENCE YA •S r 5,000,00 L I ExcEssLlAl3 CLAIMS-MADE' CUF1681Y 0411212015 04M?J2016 AGGREGATE' t $ DED X RErI InoN$ 01 CommerciaiUmbr' $ 5,000,00 WORKERS COMPENSATION > I PER OTH• 1 AND EMPLOYERS'LIABILITY STATUTE ER 1 ANY PROPRIETOWPARTNERIEXECUTIVE Y NIA 6S59UB-4752P15-5-14 07/1472014'07M412D15 EL EACH ACCIDENT i$ 1.000A0 OFF►CERIMEMBER FXCLUDED? (Mandatory in NH) i El-DISEASE-EA EMPLOY Ed 1,000,00 If yes describe Lnd y E L DISEASE-POLICY L1MI7 $ 1,000,00 DESCRIPTION OF OPERATIONS below` t ` )ESCRtPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached N more space is required) 1 7th Street West Hyannis,MA 02601 m s :ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE A13OVE DESCRIBED POLICIES BE CANCELLED BEFORE Barnstable Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street tfyannls,MA 02601 AUTHO RIZED REPRESENTATIVE ` �©1988-2014 CORD CORPORATION. All righ r erved. %CORD 25(2014101) The ACORD name and logo are registered marks of ACORD - jm REScheck Software Version 4.6.0 .' f C�(J Complian-cecCertif.,icate • : _. 4, Project Proposed'Addition and Renovation Energy Code: 2012 IECC M Location: Hyannis,:`Massachusetts Construction Type: Sin6le-family ' Project Type: Ada tion t° Climate Zone: - 5 (6137 HDD) $ Permit Date: Permit Number: • • , - Construction Site: Owner%Agent: Designer/Contractor: 71 Seventh Avenue M6ria,Deatoh, Dennis.V.Ra oso t West Hyannisport, MA 71`Seventh Avenue Jo-Ann Bentley-Architect, Inc: ' West Hyannisport, MA '= ` 209 Bedford.Street-Suite , mdeaton@patricklynchlaw.c� Fall River, MA 02720 '+ 508-674-7600 e m .. ;., '-dennis.bentleyarch@gmail.com - Compliance: Passes using UA trade-off Compliance: 0.1%Better Than Code Maximum UA: 847 YourUA: 846 The%Better or Worse Than Code Index fieflects how close to compliance the house is based on code trade-off rules, a _ It DOES NOT provide an estimate of energ y gy use or cosrrelafive to a minimum code home r , Envelope Assemblies Cont.Gross Area Cavity Glazing Assembly or or Door UA Perimeter U-Factor Floor 1: Slab-On-Grade:Unheated 10.0 0.684 , 465 Insulation depth: 6.0' t Floor 2:All-Wood Joistlfruss:Over Unconditioned Space 840 30.0'~ 0.0 0:033 28 a O. Floor 3:All-Wood Joist/TrussOver Unconditioned Space 680 30.0 r0.0 033 22 fk i: Ceiling 1: Flat Ceiling or Scissor Truss . .840 �49..0 0.0 0.026 22 " Basement Wall 1: Solid:Con creteormasonry " ,"' - 193 0.0 ;10.0 0.156 30' Wallheight:.8.0 a r� • _. Depth below grade 4.0' Insulation depth 4 0',` a �` , Basement Wall 2. Solid,Concrete-or Masonry - 193 „ 0 0 • . 10.0 0.156 24 Wall height:B:O' Depth below`grade: 4.0' r` c" Insulation depth:4.0' Door 1: Solid ' 40 0.200 8 l 4 7 a Basement Wall 3: Solid Concrete or Masonry'. ; y 178, 0.0 10.0 '" 0.156 26 Wall•height: 8.0 Depth below,gtade. 4.'0' Insulation depth:4:0' Wlndow'1 Vinyl Frariie;Double Pane with Low-E �� t 9 1 0.300 3 . Basement Wall:4: Solid Concrete or.-Masonry ,,, ,s w t 178. 0 0' 0:156 25. :Wall heighti.8.0+. J f, Depth below grade:4.0' r Insulation depth 4 0' _ Project Title,::Proposed'Addition and Renovation Report date: 04/22115 Data filename: C\Users\Dennis'V.Raposo\Desktop\DVR-TUBA Projects\903 Maria.Deaton Hyannnis\Res Page l of 9 , . I Check`.rck „ k Gross Area Glazing Assembly or Cavity Cont. or Door UA Window 2:Vinyl Frame:Double Pane with Low-E 18 0.300 5 $. Wall 1:Wood Frame, 16"o.c. 523 21.0 0.0 0.057 26 Window 3:Vinyl Frame:Double Pane with Low-E 44 0.300 13 Door 2: Solid 20 0.200 4 i Wall 2:Wood Frame, 16"ox. 523 21.0 0.0 0.057 25 Window 4:Vinyl Frame:Double Pane with Low-E 77 0.300 23 Wall 3:Wood Frame, 16"o e. 582 '21.0 0.0 0.057 30 Window 5:Vinyl Frame:Double Pane with,Low-E 55 0.300 17 Wall 4:Wood Frame, 16"o.c. 582 21.0 0.0 0.057 24 Window 6:Vinyl Frame:Double Pane with Low-E 55 0.300 17 1 Door 3:Solid 20 0.200 4 Compliance Statement: Theyproposed building design described' s consistent with the building plans,specifications, and other calculations submitted with the permit application.The propos build ng has been d led to meet the 2012 IECC requirements in REScheck Version 4.6. and to comply with the mandatory re ireme is listed in th R 5 ec spection Checklist. Name-Title ti n re Date E. Project Title: Proposed Addition and Renovation Report date: 04/22/15 Data filename: C:\Users\Dennis V Raposo\Desktop\DVR-1�13A Projects\903- Maria Deaton Hyannnis\Res. Page 2 of 9 Check.rck REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software;" - Text in the "Comments/Assumptions" column is provided by thepuser in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a.separate table, a reference to that table is provided. Section . Plans:Verfie Field Verified # Pre-Inspection/Plan Review" id ' Complies? Comments/Assumptions &Recl.ID Value Value: 103.1, Construction drawings and ''"$� >" " * � `", ❑Complies 103.2 documentation demonstrate energy [PR1]i � t Does Not gy-code compliance for the building envelope. ❑Not Observable 4 .. � �❑Not Applicable 103.1, Construction drawings and r% -': , ❑Complies 103.2, documentation demonstrate ,❑DoesfVot 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ks:rk ❑Not Observable .. I Systems serving multiple ` _ ' - ' ❑Not Applicable - dwelling units must demonstrate compliance with the IECC Commercial Provisions. ` ' 302.1, Heating and cooling equipment is, Heating: Heating: ❑Complies 403.6 .sized per ACCA Manual S based Btu/hr Btu/hr Does Not [PR2]2 (Manuals calculated per As,' Cooling: Cooling: ;oNot Observable " ;Manual J or.other,methods.: Btu/hr Btu/hr 'approved by the code official: y ❑Not Applicable. Additional Comments/Assumptions: . 1 High Impact(Tier 1) `3` Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: Proposed Addition and Renovation Report'date: 04/22/15 Data filename: C:\Users\Dennis V Raposo\Desktop\DVR-1\lBA Projects\903 - Maria Deaton Hyannnis\Res. Page 3 of 9 Check.rck - - Section plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req. ID: 402.1.1 Slab edge insulation R-value. R- R ❑Complies. See the Envelope Assemblies [FO1)1 Unheated Unheated ❑Does Not table for values. • ❑ Heated 'Heated - ❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ,x z w' ❑Complies 402.2.9 manufacturer's instructions. : ter &`° ❑Does Not [FO2]1 a r � i 4, y ❑Not Observable Al .,•,.. . '` r ." ❑Not Applicable 402.1.1 Slab edge insulation ft ft ;❑Complies, :See the Envelope Assemblies [F0311 depth/length. ❑Does Not table for values. . ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- „R- DComplies See the Envelope Assemblies [FO411 insulation R-value.Where interior ❑ -`R R- Does Not table for values. insulation is used,verification j❑Not Observable ._ may need to occur during Insulation Inspection. Not ;❑Not Applicable required in warm=humid locations ° in Climate Zone 3. 4 303.2 Conditioned basement wall' � a ❑Compli �� �a � � lies [FO511 insulation installed per ❑Does Not manufacturer's instructions. ? E]Not Observable TM e,. ❑Not Applicable, .. 402.2.8 Conditioned basement wall =- ft ! ft JElCom0lies See the Envelope Assemblies [F0611 :insulation depth of burial or _ ❑ table for values: distance from top of wall. Does Not } ❑Not Observable ❑Not Applicable 303 2 1 , ;A protective covering is installed ❑Complies [F011]za Ito,protect exposed exterior ❑Does Not insulation and extends a 'minimum of 6 in.below grade. �w' ❑Not Observable ❑Not Applicable 403 8Y Snow-and ice-melting system ❑Complies [FO12]2 4,�Scontrols installed: a ❑Does,Not 4p' e ❑Not Observable 3;. ❑Not Applicable Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2? Medium Impact(Tier 2) 3 tow Impact(Tier 3) Project Title: Proposed:Addition and Renovation Report date: .04/22/15 Data filename: CAUsers\Dennis V Raposo\Desktop\DVR-1UBA Projects\903'- Maria Deaton Hyannnis\Res. -,Page 4 of 9 Check.rck• , - Section # Plans Verified Field Verifi ed Framing/Rough-In in Value Value Complies?7- Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U ;❑Complies See the Envelope Assemblies 402.3.4 table'for values. [FR1]1 � �. . .. ❑Does Not s ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, .. []Not Observable 402.5 - ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products Ya *`° ❑Complies [FR4]1 are determined in accordance ❑Does Not b with the NFRC test procedure or K "_ taken from the default table.. x . _ ❑Not Observable , ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier. 7 ❑Complies [FR23]1 1. installed per-manufacturer's , c��� ❑Does Not -instructions. w. f ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that`is not site built ' �g� i ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC , ❑Not Observable 400 that do not exceed code � � ' ❑Not Applicable "limits. :: .�.� C 402 4 4 IC-rated recessed lighting fixtures elrv � i� ❑Complies [FR16]2 -;sealed at housing/interior finish ': ❑Does Not -and labeled to indicate s2.0 cfm ' -1 r1 E , "` Not Observable ;leakage at 75 Pa. �� ❑ ' ❑Not Applicable ` 403.2.1 - ;Supply ducts in attics are R R- ❑Complies [FR1211 insulated to>_R-8.All other ducts•, R-" -. R_ ❑Does Not in unconditioned spaces or_ ❑Not Observable ,outside the building envelope are; insulated to>_R-6 ;❑Not Applicable 403.2.2 ;'All joints and seams of.air.ducts ❑Complies [FR13]1 f air handlers;and filter boxes are ❑Does Not sealed. ti s ❑Not Observable •V,y r �� ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenumsp � � - �t� �• ❑Does Not 41 ❑Not Observable r 41 ❑Not Applicable e� 403 3 f }HVAC piping conveying fluids R- j R- j❑Complies [FR171 w.above 105 QF.or chilled fluids L, ❑Does Not hr _4 below 55°F.are insulated to>_R- r� 3. t ❑Not Observable :❑Not Applicable 403.3.1 Protection of insulation on HVAC a M: '.. ❑Complies ' [FR24]1 piping; ❑Does Not '2❑Not Observable. ❑Not Applicable 403.4.12,A Hot waterpipes are insulated to R- R- ;❑Complies [FR1812 ?R-3. ❑Does Not g�) ❑Not Observable 5 E❑Not Applicable S 1 High Impact(Tier 1)' 2 r Medium'Impact(Tier 2) ._ 3' Low.Impact(Tier 3) Project Title: Proposed Addition and Renovation' Report date: 04/22/15 Data filename: C:\Users\Dennis V<Raposo\Desktop\DVR-1VBA Projects\903-Maria Deaton Hyannnis\Res. Page 5 of..9. Check.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID l Value. Value 403.5 Automatic or gravity dampers are$ �M s , r aP ` ❑Complies - [FR19]1 installed on all outdoor air <^ ❑Does Not q intakes and exhausts. a. ° Not Observable ❑Not Applicable Additional Comments/Assumptions: _.. w. I _ _ 1 High Impact(Tier 1) ,V Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Proposed Addition and Renovation - Report date: 04/22/15 Data filename: C:\Users\Dennis V Raposo\Desktop\DVR-1\lBA Pr01 ects\903- Maria Deaton Hyannnis\Res. Page 6 of 9 Check.rck Section . I Plans Verified Field Verified # Insulation',Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑complies (IN13]2 or the installed R-values ❑Does Not provided. z + ;01\lot Observable Ai =' _ :❑Not Applicable _ 402.1.1, Floor insulation R-value. R- R- ❑Complies, See the Envelope Assemblies 402.2.6 ❑`,Wood - ❑ Wood ❑Does Not table for values. [IN111 ❑'Steel ❑ Steel ❑Not Observable '❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions,and �� ; � .,. ", ❑Does Not [IN211 in substantial coritact with they s ' underside of the subfloor. , ��y, ❑Not Observable _. r , ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R R- ;❑Complies• See the Envelope Assemblies 402.2.5, mass wall with at-least-1/z of the e.❑ Wood ❑ Wood ❑Does`Not '.table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [IN3]1 exterior,the exterior insulation ❑Not Observable ,9; requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per y [IN4]1 manufacturer's instructions. + ❑DoespNot ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: " " + 1 High Impact(Tier 1) 2 Mediumlmpact(Tier 2) 3 Low mpact(Tier 3) Project Title: Proposed Addition and Renovation a Report date: 04/22/15 Data filename: C:\Users\Dennis V Raposo\Desktop\DVR-1�BA Projects\903 -Maria-Deaton Hyannnis\Res. . Page 7 of 9 Check.rck - Section # Final Inspection Provisions!-, Plans Verified ' Field Verified Complies. CommentslAssumptions Req.ID, Value . ;. Valu_e 402.1.1, Ceilinginsulation`R-value. R R :❑Corriplies See the Envelope Assemblies 402.2.1, Wood table for values. 402.2.2. i _, ❑ Wood ❑Does Not,; 402.2.E •� , ] � Steel ❑ Steel ❑Not Observable [Fl1]l ONot Applicable r <ry 303.1.1.1, Ceiling insulation µ installed per g ,y ,m i 4 Co s : 303.2 manufacturer's instructions. �r _ ❑ [FI2]1 Blown insulation marked every x X � "' �" Doe's Not 300 ft=. xwc ❑Not Observable ` �f F � �... ❑Not Applicable 1 402.2.3 Vented attics with air permeable r µi ❑Complies [FI22]2 insulation include baffle adjacent :d N :. ❑Does Not to soffit and eavevents that extends over insulation. ❑Not Observ`able,' M, ❑Not Applicable 402.2.4 Attic access hatch and door - R= �❑ _ R- � ' Complies [FI3]1 ;insulation>R-value of the ' = 10Does Not ,adjacent assembly. v :❑Not Observable t n , , ❑Not Applicable 402.4.1.2 Blower door test @ 50-Pa. <=5 i'ACH 50, ACH 50' '',❑Complies [FI17]1 ach in Climate'Zones 1-2, and: ^ : '• ❑Does Not <=3 ach in-Climate Zones 3 8, ❑Not Observable ,. ❑Not Applicable 403.2.2 Duct tightness test result of.<=4 cfm/100 cfm/100 '❑CompliesIrl - [FI4]1 1cfm/100 ft2 across the system or, ftz I ftzr ❑hoes Not handler 25 Pa. For rough-in Observable" <=3 cfm/100 ft2 without air @ gh-in .=❑Not ;tests,verificationmayneed to : N =;- ❑Not Applicable occur during Framing Inspection p ' ;.. 403.2.2.1 °Air handler designated a leaks des; ' 9 9 1 ❑Complies [FI24]?. by manufacturer at.<=2%of ❑Does Not,,- design air flow. w. , ❑Not Observable 4'� ❑Not Applicable 403 1 1' Programmable thermostats ,. ? ❑Complies - a [FI9j2', � installed on forced air•furnaces: a x t` ❑Does Not,^ ' e 'A ❑Not Observable ❑Not Applicable 403 1 2, -'Heat pump thermostat installed q ❑Complies [F110p'� on heat pumps: g r� ? ❑Doe's Not ' ❑Not Observable ❑NotApplicable z_; r _ 403 4 1 Circulating service hot water ❑Complies F [FII'IF systems have autbmatic or 'Y'k ❑Does Not w.: ` accessible manual controls . €, g e ❑Not Observable 3 Shy. i, S "ATM ? t ❑Not Applicable 4Q3 5 1 All mechanical ventilation system" ❑Complies , [FI25ja1 ;fans not part of tested and listed El Does Not HVAC equipment meet efficacy_ # ' '�andairflowlimitsR ❑Not ,.Not ; _ • • �;P 4 ❑Not Applicable 404.1 ;.75%of lamps in permanent _ ❑Complies [FI611 'fixtures or 75%offpermanent " ❑Does Not E •Mixtures have high efficacy lamps Does not apply w1ow7voltage ,: pNot Observable I lighting. - ❑Not Applicable - $ { 1 High Impact(Tier 1) Medium'Impact(Tier 2) 1,3 Low Impact(Tier 3) ' Project Title:.Proposed'Addition and Renovation Report date:. 04/22/15i Data filename: C:\Users\Dennis:V Raposo\Desktop\DVR 1�BA Projects\903-:Marla Deaton.Hyannnis\Res., Page 8 of;9 Check.rck Section # Final Inspection Provisions Plans Verified Field Verified eq:I Value Value Complies? Comments/Assumptions & RD a 404.131 Fuel gas lighting systems have FOComplies [FI23] no continuous pilot light. r � a g❑Does Not ,�'IE)Not Observable ❑Not Applicable [01. Compliance certificate posted., � � �� E]Complies ; Does Not , '❑Not Observable. ❑Not Applicable 303.3 Manufacturer manuals for I'IN [FI18]3 mechanical and water heating ❑ systems have been provided. ,* 3 � i: � � Does Not-, ❑Not Observable DNotApplicable Additional Comments/Assumptions: r , - .. .. . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Addition and Renovation Report date: 04/22/15 Data filename: C:\Users\Dennis V Raposo\Desktop\DVR-1\lBA Projects\903- Maria Deaton Hyannnis\Res.. ::Page 9 of 9 Check.rck - 2012 1EQQ Energy Efficiency. Certificate Insulation , Above-Grade Wall 21.00 Below-Grade Wall _ io.00 ' Floor 36.00 Ceiling/ Roof 49.00 Ductwork(unconditio ned spaces): Window 0.30 Door 0.20Heating& Cooling Heating System: _ a Cooling System: I. Water Heater: Name: Date: Comments < f . RESIDENTIAL PROPERTY • MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET 71 Seventh Ave. W. Hyannisport 246 151. _ H 73 LAND BLDGS. OWNER TOTAL RECORD OF TRANSFER DATE�y BK LPG LAND I.R.S. REMARKS: Lots 294 & 296 �� BLDGS.a� TOTALLAND -15054— - BLDGS. r TOTAL Johns A - - rthur L. / , 10 14 7 2598 51 134,750. ) LAND BLDGS. 01 TOTAL LAND BLDGS. 0) TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: '/ /`~ 0) BLDGS. TOTAL DATE: �� :`'`. + j ✓ �.. C !��d � i ` / LAND ACREAGE"COMPUTATIONS s�i,�1 �;_ � BLDGS. i•. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE " TOTAL ttHOUSE LOT In L',J --- _Ztnn LAND F (•`CLEARED FRONT BLDGS. REAR TOTAL ''WOODS&SPROUT FRONT LAND REAR 0) BLDGS. WASTE FRONT TOTAL ` REAR LAND y 0) BLDGS. i TOTAL ,r LAND. BLDGS. F LOT COMPUTATIONS / LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND f,''. o ROUGH TOWN WATER BLDGS. .. HIGH GRAVEL RD. TOTAL �t LOW ' .;<`.'•7; ,.� DIRT RD. LAND SWAMPY NO RD. BLDGS. I TOTAL �i t`r+` T�\•Ihl IBC O�IJ/IGT11 O1 C AA/1CC r..rrr�n ...n....n .--. n.n rr.n�n..nn ........ 1 :Genf.611%. Walls v bsmt. Hec. Hoom St. Snower barn Bsmt. __. PURCH. DATE /f Canc.Slab Bsmt.Garage / St. Shower Ext. Walls PURCH. PRICE Brick Walls Attic Fl. &Stairs Toilet Room Roof RENT / Stone Walls Fin.Attic Two Fixt. Bath Floors Piers ' INTERIOR FINISH Lavatory Extra Bsmt. F / 1 2 3 Sink -/ — % t/z 'APlaste Atticr Water Clo. Extra ' EXTERIOR WALLS Knotty Pine Water Only Double Siding Plywood No Plumbing Bsmt. Fin. Single Siding Plasterboard Int. Fin. Shingles TILING :onc. Blk. G P Bath Fl. Heat Face Brk.On Int.Layout Bath Wi Wains. Auto Ht. Unit Veneer Int. Cond. Bath Fl. &Walls Fireplace .-• Cam. Brk.On HEATING Toilet Rm. Fl. Plumbing Solid Cam. Brk. Hot Air Toilet Rm.Fl. &Wains. Tiling Steam Toilet Rm.Fl. &Walls Blanket Ins. Hot Water St. Shower Roof Ins. Air Cond. Tub Area Total Floor Furn. ;r ROOFING COMPUTATIONS Asph_Shingle_ _ Pipeless Furn. S.F. Wood Shingle No.Heat S.F. Asbs. Shingle Oil Burner Slate Coal Stoker S. F. Tile Gas ROOF TYPE Electric S. F. OUTBUILDINGS Gable Flat S.F. 1 2 3 4 5 1 6 7 8 9 10 1 2' 3 4 1 5 6 7 8 9 10 MEASURED Hip Mansard FIREPLACES S. F. Pier Found. Floor //` ✓ Gambrel Fireplace Stack Wall Found. 0. H.Door LISTED FLOORS Fireplace Sgle.Sdg. Roll Roofing /^ Conc. LIGHTING L/r- Dbl..Sdg. Shingle Roof `, DATE Earth No Elect. 3 �O Shingle Walls Plumbing Pine J1 J Hardwood ROOMS / rn 62 Cement Bik. Electric Asph..Tile Bsmt. 1st TOTAL Brick Int. Finish PRICED Single 2nd 3rd FACTOR J�� w:,`- REPLACEMENT ./_..�, J"� .�J /�a O 0 O OCCUPANCY CONSTRUCTION SIZE AREA CLASS ACE REMOO. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL.pwLG../ -..22 UI 1 . i 2 3 4 5 . 6 7 8 9 . 10 TOTAL PROPERTY ADDRESS I I ZONING I DISTRICT CODE 'SP-DISTS.I DATE PRINTED I STATE I pCS I NBHD — - _ 0071 SEVENTH .AVENUE 09 CLASS KEY NO. Rf—i 400 09HY 07/09/95 1011 :)U :SAC 2246 151. LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T - 1 S D P.n'. v UNIT ADJ'D.UNIT JOHNS. ARTHUR L & LORRAINE MA Land By/Dale s�:e D�mens�on LOC./VR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Dexhption CO. FF�De IhlAcres 10 1 It L A N D 1 5 7 i 5 O O F— CARDS IN ACCOUNT - L £3lDG.SIT 1 X .2 =10 237 89�)99.9 213299.97 .27 57600 8JLD-S(S)—CARD-1 1 55.700 01 OF 01 A #r'L 594 SEVENTH AVE 0 N BLA BATHS U X C= 100 3500.0 3500.00 1.00 3500 d xDL LOT 294 & 296 MARKET 72700 D EiSMT RM S X C= 100 45.1 45.1 " 500 2260U IJ ERR 1470 0080 INCOME A FIREPLACE U X C= 100 3100.0 3100.00 1.00 31U0 3 USE D APPRAISED VALUE D J A 113.300 A U PARCEL SUMMARY T S LAND 57600 A T 8LDGS 55700 M 0—IMPS F E TOTAL 113300 E N N CNST A T DEED REFERENCE '^ate DATE Rxora.a P R I O R YEAR VALUE Book Page MO. Vr.D Selea PACs LAN 0 57600 T S 4411 /254, 1102/85 1 BLDGS 55700 D ?593/51 JO/00 OTAL 113300 R z E ` S BUILDING PERMIT m LAND LAND—ADJ INCOME SE SP—BEDS FEATURES FJLD—ADJSI UNITS Number Dale Type A ount 57600 29200 Class Consl. Total Base Rale Atl.Rate B II A Norm. Otisv. Urals I Units I A e 1 9e Depr. [`iontl. CND loc ^b R G Rapl Cosl New Atll RePI Velue Stories H-lghl Rooms Rma Balha I I. Paftywall F.C. 01C, 000 100 100 62.90 62.90 51 70 24 .74 100 74 75256 55700 1.0 4 2 1 .0 4.0 Description Rale Spuare Feel Repl Cosl MKT.INDEX: 1 dd IMP.BY/DATE: / SCALE: 1/0'0.66 ELEMENTS TJ NSTRUCTION DETAIL S BAS 100 62.9d 676 42520 5 , T FWD 85 8.50 416 35.36 *— ___ —26--- —* 'TYLE ------------R WD ! DtS-IGfv 1DJMT-U - ! XT-Er1.J-A1L-ST-E XM -------77 C16 16 E-A AC-TY�c ------------------ ----------- T ! iNTEt -------------U - ! 1 fd T-E i2:C>>Y-J i1 T- -'T- R *-------26-------* INT-E ,T CTY- -J[ AyfI--A-EXTE-R.--T=O - --- A - ! CoUa-�TfiUCT �3G ------------------ Ts.0 i - - -- L D W ! cFLOJ?-ZDlri=a - 7U - - ---- ------- .0 Tetal Aram A—- 416 Baae- 676 i E - - ROOF-TY1' ---- -JO -- ---- ---------TJ.O BUILDING DIMENSIONS 1 � .__,�-_ ___________ LE: TRIiC- - -,JL; ------ T SAS W26 N26 FWD N16 E26 S16 W26 26 BASE 26 r"GJ;FD,1TTTTN- - -iu[-- --------------9 9 A BHS E26 S26 -_-___-- • ! -----`iEI,�BJRt ) JU -Ttf.4C-}fYA1,9N-C ------- LAND TOTAL MARKET ! PARCEL 57600 113300 *-------26-------x AREA 5265 VAR.IANCE +0 +2052 STANDARD 25 i, 1 2 3 4 5 6 7 ,'11 12 13 14 15 16 17 ... ..`. - \ AiVCGaldeW Wood CorptraWonln High R?ndAreaa•:110 mph WindZone STUDS 0 16.O.C. Massachusetts Checklist for Compliance cm Emit 3901s1.1)' s uDS 0 16.O.C. N - ' \ .F.YTFRIOR GRADE EXTERIOR GRADE N Oa®irpl Chock Mnm - 3/4'T&c /PLYWOOD SHEATHING - 3/4•T&G PLYWOOD SHEATHING THE CONTRACTOR SHALL TAKE`FIELD 1,1 Wind PLYWOOD suBFLooR PLYWOOD PUBFLooR MEASUREMENTS AND VERIFY FIELD CONDITIONS Wind Bpeed(3teo.gueU:........................................__......__........................_.................................110.mph ® d. 2-16d COMMON NAILS,EACH SPUD iw Wind Exposure Categvy........:.............:..................._......__........................._................. .........8 ® I. From Tables 10 and 11 and location dead@hopilg and Bu9mng Aepeat Reba detemdrm Peraem Fulk4dgm AND SHALL CAREFULLY COMPARE SUCH FIELD Sheathing and Nan SPWNV regWlamerra 20 GAUGE UPLIFT 3-16d COMMON NAILS PER FOOT - •'MEASUREMENTS AND CONDITIONS AND OTHER ` 12 APPLICABILITY - - : b. Wood 6truaatl Pandi shall be mLNmurtl thickness d 7119'am be Insisted an 0ylows:' STRAP t NumberdSiMm(arodwNdraueeeaglnl2atepeahpflbam"wedadwh..,--Zetodw stetines, m I: PamNshallbelneWMwAhehanglnadaP=IlWtostudL - 3-16d COMMON MIS INFORMATION'KNOWN TO THE CONTRACTOR WITH Roof Pitch.....:................._........................................:.:......(Fig 2)........................................... a a 12:12 ® IL All harpooned Alma scat Dour ova and be milled to hamag. EACH JOIST,TYPICAL - O Mean Roof ............................(Flg2)............ ..2flyLftS33' 11 It. Oeeingesarytorldrlamn,.psmtaail.be@RwhsetobottomplainandtopmembadPr°saws THE CONTRACT DOCUMENTS BEFORE COMMENCING U BulNag WMh.W........ " .........................(Flg 3)............. ....27.4.1 R S W M ......as+;rt AW in Iv. on ACTIVITIES.'ERRORS, INCONSISTENCIES OR C n'N M Building AspedRtio(L ...(Rp 9)............ top altlro upper to top STRAP.NAILED µI O I'►, Building W) :..((Rae)............. ....::....'1.U0 WS' ® UPPW unenldlowarParaananbamaaamDanajola TO slugs 4-8d coMIADN NAILS PER JOIST OMISSIONS-DISCOVERED SHALL BE REPORTED TO U t m Nominal HapM at Taped Opedhpi ...(Fig 4)............. .........e,.B•a 8'8' ® - drud"Wont amohman made tD el Dlele at find flo M,WWrlg. _ - ...__.:___.........._.._.. HpConalmllspeotrtpadtrrblobopploln.OeMjoaM.eMBldenelreteee�blemwd8d THE ARCHITECT IMMEDIATELY. _ rr t FLOOR TRUSS - 2-16d COMMON NAILS,EACH STUD L j y q, 1.7 FRANWOOONNEC710N8 •, ® _ CDR TRUSS - r n Gems TIONenca a/M hamlet anneellane (Table 2) .................•....'. sasooeoo•rsno• .. V .RIM BOARD' - U etepgared st 9lnolna on owner pa rm below: eXtod em Hormonal Nbli Tor PslrM AmblmenX 2.1'.FOONDAIWA. : - RIM BOARD W=a V Fountlamrr Wets meesng repuaemerits d 760 CMR SeOp l 6 ' Compete ......... ... ................................ ® - - N Contras Moral. ........ ..... ....................................... O, reNtraroraay DOUBLE TOP PLATE • N Q O 0 ..:... DOUBLE TOP PLATE L 2.2 ANCNORAOE TO FOUNDATION u � .. �-- - 'tip (. -. ",. :- ... - � m Q�. ��� L SIB•Anchor Bolts Imbedded or&S'Propdetery Medx/rdcal Ar4hon man alsorrab a In eonarete only 0 _�? SollSpacing-genera................. (Tabie4) Flo. 1 L-9 . L-14 FOUNDATION DETAIL LL•Lu . Bdt 8peft Mom endlmlm d plate (Fig 6) __In s 8' tr ® - BdlFJnbedmem-maw�nry (FW 6) �nz18•. O ::�. �. - _ r.. - 1/2•=1,0• aC GO . Bol ( Al Al Rat Washer......: .....- - Fq 5) .... .. z 3 a 3 x 9? ® '� - v r HELTROCK 7 N-1 &I FLOORS - C _ - Floorheming memberePaca aheaked... - _lpa 780 CMR Crabber 83) .... - ®- jI ��I - - ' Maximum Floor Opening Mmarelon......; - ..(Fq 0)............. jj$ftslr Q I"' BARNSTASLE BUILDI GDEPT. Dhr_. - - K `.-Full Ha�1t Wall St de et Floor OpenlrV less tlan 7 from Omdor Well(FIg 8) - 0 )I - I• .. Madeum Flop Jda Setback L _ SIF - 16d NAIL - Suppit"LoadMeeng Wine aSmawall .....(Flog ......... ................_..eft-ad O - - Maanan Ca dlevered Floor Jolds 1 § D.C. Qa da 0 J.yam- 1. €€ &Odinga Endwaaing Wan or BheerwaA L. (Fq 8) .........-. _ _- ®SHEETROCK K Floor Bracing a Bldwalts- (Flg B) :........ - '® - - - p WOOD 6,O.0 - R-Shealhing Typo... ..(par 780 CMR Mapper SM :. PLrwooD ® ' ,;,,p�,p - • - FIRE DEPARTMENT [1'ATe= Bd NaL�.®6'O.C.GG Flop Bheaaing Tltlololsee ..(par780 CMR Chapter 56)!...... .........�Lq in. ®, -" em+� - 5 r��� 6 MIL VAPOR BARRIER. ALL PANEL EDGES •,.. Floor 6heathIng Fastening ...............................(1"2).... -d rode at-Lin ldee1 J2-.h held BOTh •`I®r .� AR ` 8/d1Gdl�_ DEORM--,:. - � ®6•D.�. _ 1_ rNtama mrmea�seecapwpaonss S 16d NAIL. _x .J 4'1 WALLS - Bn Dwell do Nerd Page BOLSTERS AS REOD e W J a Wall Heigh ',-: ... OWAII a Bd NAIL 0 12"D.C. : Lcatlannrng waits.. .(Fig f0 and7abie 6) 6'0_fl z.1d ® - VbrdW and Horizontal Ndljng VertlOal aMHalmnlel Nstllro ,y 4'CONCREfE`SLAB - STRUCTURAL OD SHEATHING Non4zodbnrhg wade ..(Rg 10 endTeble S) S'0'_fl S20' ® - WellsadBpedro -(Flgfoendrableu7 -. ltr PenU AOaGrrmnt- far Perlel AOaeMad i 8d NAIL®12'D.C. W ..JQ_lo.S 24'o.e.. ® --- - - 2'RIGID lNSULAnON Z Wet Mary Otlaets .. ...:. . ... .........(Figs 7 S�..... ............:..............ft ad O - ,. - Bd NAIL 0 6'O.C. 0 z � 8'COMPACTED GRAVEL - ALL PANEL EDGES ( VIRGIN SOIL OR ENGINEERED 4.2��� u FILL TD FIRM BEARING H-13 CORNER DETAIL Q � 0 Imdaaerhg welts.. (fable 8) 2a�•_16.ftQ h.- ® � - . Non-Lognmng welts..................._ ,....(Teat S): .. 2rL�-_�ft Q in. ® L�ECIEl3dL � � 0 6° 0 6 - 1'=1'0° � - - tteble 61d Wall Bribing 1.ALL WORK SHALL CONFORM TO THE 2009/RC&W/MASSACHUSETTS STATE BUILD/NC O Full Height Endlvall Studs............. (Flo 10)......... •:• Cl CODE 780 CMR REQUIREMENTS AND ITS APPLICABLE REFERENCED STANDARDS A 1 H - W9P Al6o Fber Lengin.:........_.:._ ..(Fig 11)..:..... ftzW/3 O ; Q Oypetrn Cellhp Lapin(tlWBP loot lead) (Fig 11)........... ftkO.gW 0 2.1T/S THE RESPONSIBILITY OF'.THE GENERAL CONTRACTOR TO VERIFY ALL EXISTINGs - 2-10d.NAILS Z- H -••••••• _ 2z4 LATERAL BRACE ar d 2 x4 fbntl(I Leal Breen®8 ft.o a..(Fla l l)............................................ ............ O CONEY77ONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO - 0 \ Z Z m 1 x 3 wDbW ADrinp eb"®16'epedrg min whh 2 x 4 bbddng®4 f4 epadm h end jdst w truss bays ® THE ARCH/7ECT/ENG/NEER ALL OBSERVA77ONS AND ANY D/SCREPANC/ES BEFORE •. AT 6'-0 O.C. CEILING Double Tap Plate - .PROCEEDING WITH ANY WORK _' GYPSUM BOARD • JOISTS • Pplloo Length ' .......:. (Fig 13 and Table 6)'- .............................-Lft -' 0 J.SUBMIT SHOP DRAWINGS FOR APPROVAL(FOR ALL TRADES JND/CA TED HEREIN). e - s ,,�4' - W O Iw Q 8plba Cor rec8m(m el l8d acaunon nab) ........(Table 6)....................................................:..:....12' ® - - v, r ll.DESIGN LOADS-RESIDENTIAL 1&2 FAMILY, l z3 FURRING ,- G-9 CONCRETE SLAB DETAIL . GABLE END TRUSS Q Z I j AWe Guide ro Wood CdnsbNedon In High WW Amae:.110 mph RSrdZene, 1.FLOOR uvf Laws ) - _ ,Massachusetts Checklist for Com fiance m Q11a 3301.21.11 - : ATTICS WITHOUT STORAGE 10 PSF _ -F A-1 " 1/2'-1'0" y.. - .. O -� �r G P � � ATBCS WITH STORAGE 20 PSF � , Loedearbng Was Ceantom NAB/TABLE AMC&BEORO0M5 JO PSF r 5d COOLER EXTERIOR SNDS Lateral(no.d 16d Carron mile).....;.....................(Tobin 7)....... .....:. ...... 223 ® ALL OMER AREAS- ' 40 PSF NAILSA,, r , .. -G - Nonloedbeadng Won Canneo8ane '1Y. Z_8 �x2x4 BLO NAILED'OTO EACH.BRACE IN 20 GAUGE STRAP.;. AA . • Lateral (nad160 oomman nstle)••••• ...........:.........(ration)......... - ......... ......:4 ®. - 2.GROUND SNOW L040JO PSF ;:•., • <<,_. •FIRST JOIST SPACE W/4-10d NAILS 10-8d NAILS EACH L.L Load Baearng Wall Openings(reocrd largest opolr�but dleak all openings for opnplanwaTable 9j " -END OF STRAP. :1 _. Header Spena ..............................................•........(Table 9)........................::...............5.8]�.t 11' J.ROOF Uli LQ40 JO.PSF : < - :10d NAILS O 12.O.C. Bin Plat spa" .. - ..(Tibiae)......... ......jle lh'All 1116 - - - Full Height Btds(no.delude) ..(rob")........ . ...................y" 0 4.WINO COAO V=110 MPH,EXPOSURE B. - Sd COOLER Non•Load adults Wen Closings(record lergenlopadng but neckan opadrosfcroomplanca tDTabls 9) .. .. NAILS 0 IOC. _ .. F Header Spans....... ..(Table 9)........ .................._g.RQJ0.a 12' 0 Ill.CONCRETE .• w.q o 3*DOUBLE TOP PLATE- _ &n Pit am...... (Tab a 9)......... ....a 81 In,a 1r 11 Bd NAILS 0 12 O.C. F Full HolahtebAll(ro daluds)........ ............(T.W.9)......... ..............................2 ® 1.ALL CONCRETE WORK SHALL CONFORM TO ACI JIB AND J01 REQUIREMENTS. - _ aa Edwrlor Wall ShssthIrng a Reelat UPM and Slmr S6nulpensnueiy° - 7H/S SHALL INCLUDE PROPOR710MING OF CONCRETE MIX, CONCRETE YES77NG,PLACEMENT 8d NAILS 0 6.D.C. ILING DETAIL ;i.9 _� Mlnlmom Butane Dimenalon,W CE ? 28 A-1 .8'g8'g'.• ® 2.CONCRETE o)FOO NCS&SHALL FOUNO.I WALLSL BELOW GRADE-d000RP55/VE STRENGTH: ( - 1(2'-1'0" -„• t Ntrnlnel MdgM of Topped ODenhd • -ADO 4%SNBATHINO _ Ed eNab Spaldi TVpo ng (rote) E...a IQ a b SLABS 4000 PSI Edge Nst Bpadrng.......:... (lain 10 p cat 4 81sr)' �_In. ® ) Field Nall Spacing.....••••••• ..........(Table 10)....... ,2_In. ®- )ALL OTHER CONCRETE 4000 PSI z• x Bhnr Conneotlon(m.d18d Gammon nate)(Teble 10)....... M ® .d_PROVIDE TOTAL A/R'EN7RA/NMENT DF 6X(f)FOR ALL CONCRETE EXPOSED TO WEATHER. - - .ter ......... _$t%- ® - 4.MAX/MUM WATER/CEMENT RATIO WIC=0.45. (PRO A HIGH-RANGE WATER ? -' - 1800,-8 CAPACITY (3)2x10'S W/}•PLYWOOD SPACER ^^L^ ^•�J Paoeht Ful6Hst�t SheeBlhng....................... (Teble fO)....... •.1..T E P%Addllonel Phasthingfpr Wag fth Opening>WS'(Dasign Concepts) ............ 0 REDUCING ADMIXTURE AS REQUIRED TO INCREASE WORKABILITY OF THE CONCRETE) .. HOLDOWNS(SILL BOLTS AS TYPICAL HEADER y. E Madmrim Bdthg Olmomfl n,C ` -- NOT SHOWN FOR CLARITY) - � •.+•^' n Ntrninel Hblght fTonwopw*e......................................................................BYI's or .® 5.CONCRETE REINFORCING SHALL BE IN ACCORDANCE W77H ASTM A615 AND HAVE THE.. • - -DOUBLE TOP PLATE 1 " .................. ...... ..AOO lei%SHEATHING FOLLOWING MIN/MUM YIELD STRENGTH:- PLATEUPLIFT ' 8heelhing type............_ ..(note 4).......................:........ PLYWOOD. ®- o)MAIN REINFORCING.STEEL 60 KS/ ,. - STRAPS AT DOORS - • +° . Edge Net Spadng............ :._.:.:....(Table 11-p mpedtltm).....................I-a In. ® b)Rf5&STIRRUPS 40 KSl - AND WINDOW HEADERS Sh NSA Sooting............................ •.•(labia ll)...................................................Jp ln. ® 6.WELDED WIRE FABRIC SHALL B£IN ACCORDANCE WITH ASTM A185. ..._.... 16tl monneW ebt 11....... ..Pees Co.Faollon(ro.d ape (T ) ...................... _ -•=*° ' Percent Full is Sheaenbp.......................(Tehlo 11)....... � �.....:.:.............;sq% ® 7.UNLESS NOTED OTHERWISE,PROVDE THE FOLLOWING MINIMUM REINFORCING COVER: 6%Additional Sheethingfor Wall wlh Opening s6'S'(Deelgn'Conbepte).................. 0 a)F0077NGS - 3INCHES ,' - HEADER UPLIFT STRAP }'':� „1"i,T1m Win Madding b)CONC EXPOSED TO WEATHER OR EARTH-2 INCHES F Raidfor Wind Speed?.............................:.._............................. ............................ - U � .•.. ® c)SLABS ON GRADE(WIVE) �� (SEE TYPICAL DETAILS) � ' ��,,,J1 �• �� D S1 ROOFS - 8.MAX/MUM CONCRETE WALL LENGTHS BETWEEN CONSTRUCTION JOINTS SHALL BE 60 FEET. PROPOSED FLOOR FULL HEIGHT STUDS ,Roo}heming memtnripane olnblrad?...........:........(For Rafters use AND Span tool sae BBRB WabMpe) ® 9.REINFORCING LAP SPLICES SHALL BE/N ACCORDANCE WITH ACT-318-95 FOR TENS/ON FRAMING Bd NAILS 0 12'O.C. HEADER BACK STUDS AT EACH END OF HEADER: U :'•w~..'' Rod Ovealenp...................................................(Figure 18)..............12JM a annallerd 2'.U3 - ® - 8d NAILS 0 4"-D.C. UPLIFT 2 FOR HEADER SPANS UP TO 4'WIDE; W Trust or Refler Corneatons st Loadbsetlro Web LAP SPLICES CLASS B. UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING/N STRAP _ PERIMETER WALLS SHALL BE LAPPED 24"MINIMUM. .. 3 FOR HEARDER SPANS UP TO 8'WIDE; L) Prapnetsry Ctrmeotae /O. 1%4 DIAGONAL LET-IN BRACE _ 4 FOR HEADER SPAN UP TO 10'WIDE UpAfl............................................(Table l2):......................................:V=�gptl 61 PROVIDE CORNER BARS AT ALL WALL CORNERS&INTERSECTIONS MATCHING HORIZONTAL - OR W Letsra...............:............._........(Teat 12).......................................:.L--Y@3'PN 0 REINFORCEMENT WITH 2'-6"MIN/MUM LAPS. APPROVED METAL STRAP s WINDOW SILL•PLATE Shear..........................:.:.........(Table 12).........................................19.-=pit 0 IV.FOUNDA IT 1• - MAY BE USED AS AN 20 GA STRAP W Rags BbaD Copnaotlons.H abitsr 8n not uaetl per page 21..(table 13)...........................T"-L DA ® -. .. -. ALTERNATNE. - ,ATTACH TO STUDS - - a Gable Rake Outlooks............................_...........(Fleas 20)..........12 In.fl s amaAar d 7 p lft O 1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING'D/C SAFE"AS a AT 32'O.C. U N C inns or Raga Cerractiom st Non•Laedbndrng Wells 'WELL AS ALL APPROPR/ATE AGENCIES AND MUN/CIPAL177ES TO AVOID DAMAGE TO - - C3 F Q Proprietary Connaattrs UNDERGROUND U77L/RES PR/OR TO 774E START OF ANY SITE WORK - a Z_ Uplit........................................(Table 14).........................................U-4JL lb. 0 2.BOTTOMS OF ALL FOOTINGS SHALL BE 4'-0"MIN/MUM BELOW f7N/SH GRADE. - 3000$CAPACITY 1}•HARDWOOD_ _ §Z p Laeal(m dl8d lob' mM)...(Table 14)......................'. L•-J.4AJb. 11 J.FOOTINGS SHALL BE STEPPED AT A MAX/MUM SLOPE OF 2 HORIZONTAL SO 1 WR 77CAL, HOLDOWNS(SILL BOLTS FLOOR r' 2x6 PT BOTTOM PLATES r , r. Rod Bheeantrp Type...................................................(per 780 CMR Chappen 68 and 60) -.....,.PLYWOOD ® UNLESS NOTED OTHERWISE. (SEE TYPICAL DETAILS) NOT SHOWN FOR CLARITY) PROJECT NO: 903 C Roof 8eeathre ThtDpnn...........:.............................r1(4_In zTme-WSP............................................. ® Raoi Shesttdnp Festenng............................................(Teat 2)..........................BD.4'FLOE.P FlFiD ® 4.ALL FOUND. WALLS SHALL BE BACKFILLED AFTER 28 DAYS OF CONCRETE PLACEMENT. (THIS 77ME MAY BE REDUCED IF A HIGH EARLY STRENG714 CONCRETE/S 5UBS77TU TED Y OOD CAD FILE: HVANYE PLYWOOD NOTES: PER APPROVAL OF THE ARCHITECT/ENGINEER, OR/F THE'WALL/S ADEQUATELY BRACED) - j SHEATHING _ RIM BOARD DRAWN BY:, YE 1.IF THE MAS54CHUSETI5 CHECKLIST FOR COMPLIANCE(2009 IRC W/MASS AMMENDMENTS R301.2.1.1)IS MET IN' - DURING BACKF/LL OP£RA7/ON5 OF ALL FOUNDA DON WALLS THE FILL ON E/iH£R S/DE _ SCALE: AS NOTED R ENTIRETY,IXCWDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE REQUIREMENTS OF 2009 ARC OF THE WALL SHALL NOT EXCEED A 2'-0'DIFFERENTIAL, UNLESS THE WALL IS DESIGNED DATE: APRIL 22,2015 B W/MASS AMMENDEMENTS R301.2.1.1 REMI.IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL FOR RETAINING ACTION. - B STRAPS AND HOLD GOWNS ARE NOT REQUIRED PER THE WFCM 11OMPH GUIDE: 5.FOR.PENETRATIONS THROUGH CONCRETE FOUNDATION WALLS REINFORCE R�0 A.STEEL STRAPS PER DETAIL E-9/A-1 WALL AROUND PER/METER w 4 B.20 GAGE STRAPS PER DETAIL E-13/A-1 /( INN BARS,EACH FACE/N A.DIAGONAL PATTERN - EXTENDING 2'-6'BEYOND OPEN/NC TYPICAL. C.UPLIFT STRAPS PER DETAIL L-9/A-1 EXISTING BOOR' FLOOR FRAMING ' D.ALL STRAPS IN DETAIL A-9/A-1 FRAMING DRAWING No.: E.CORNER STUD HOLD DOWNS PER DETAIL E-9/A-1 _ 2.EXCEPTIONS OPENING HEIGHTS OF UP TO 8FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT EXISTING CMU WALL FULL-HEIGHT'SHEATHING REQUIREMENTS. - &y - 3.THE BOTTOM SILL PLATE IN EXTERIOR WALLS SHALL BE A MINIMUM 21N.NOMINAL THICKNESS PRESSURE A A TREATED 82-GRADE. Aml A-1: WIND ZONE CHECKLIST FOR COMPLIANCE A-5 GENERAL NOTES A-9 SHEAR WALL DETAIL i A-13 STRAPS DETAIL A-1 NOTTOSCALE - _ A-1 I NOT TO SCALE A_1 -NOT TO SCALE A-1 1/2"=1'0" 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 16 17 v. Ye 1 2 °34 L 5 1 6 1 7 8 9 10 11 12 - 13 14 15 16 17 DEMOLITION LEGEND 'LEGEND T -- O EXISTING DOOR DEMOLITION KEY NOTES: N. __-_ EXISTING TO BE REMOVED N EXISTING TO BE REMAIN O EXISTING WINDOW 25'-10"t EXISTING DIMENSIONS 25'-10't EXISTING DIMENSIONS EXISTING EXTERIOR PARTITION TO BE FL] EXISTING DECK AND RAILINGS ARE TO REMAIN. - G.C:TO CONFIRM DIMENSIONS G.C.TO CONFIRM DIMENSIONS - • MODIFIED AS REQUIRED FOR NEW WORK. # KEY NOTE EXISTING PARTITIONS ARE TO BE REMOVED. - 8'-Tt e'-5't 8'-10't 8'-7't 8'-5"t 8'-1O"t EXISTING DECK 70 BE MODIFIED FOR THE ADDITION Of THE NEW ADDITION.CLEAN AND - -------- --- PREPARE AS REQUIRED TO PERFORM ALL WORK. o o o " uP„ �oc� M M-1 EXISTING/DEMO LEGEND `� EXISTING DOOR,FRAME AND HARDWARE ARE TO BE REMOVED. "��� I 22 ��czoi�_ -LJ-- ON zz ^ V 1• - 5❑ EXISTING DOOR,FRAME,HARDWARE ARE TO BE REMOVED,INFlLL EXISTING DOOR OPENING o ---t a C M A-2 7O MATCH EXISTING g N ' -, 6❑ EXISTING DOOR,FRAME,HARDWARE ARE TO BE REMOVED,MODIFY EXISTING DOOR FRAMING' V N ` OPENING FOR NEW DOOR. g - ABOVE o o c " E%ISTING DECK i� �' GENERAL DEMOLITION NOTES: EXISTING DECK ExlsnNc DECK _ L * F. i' ❑ EXISTING WINDOW UNIT IS TO BE,REMOVED,INFlLL EXISTING WINDOW TO MATCH EXISTING. C 8 EXISTING WINDOW UNIT TO BE REMOVED.MODIFY k/OR PREPARE THE EXISTING OPENING 1."GENERAL CONTRACTOR TO CONTACT"DIG SAFE"BEFORE AN1Y.WORK•BEGINS. ❑ _ ,f " 3'PROPOSED o = h T� ♦ , AS REQUIRED FOR THE INSTALLATION OF.THE NEW WINDOW. •i 8't 5'PROPOSED OPENING B"t`j g _i 2'-4"t - DOOR' W U 9 2.GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BEFORE ANY WORK BEGINS.GENERAL CONTRACTOR _FORS 0 4'-BI PROPOSED _ OPENING ,�o F Q fnO L TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES 9❑" SAW-CUT/MODIFY THE EXISTING PARTITION AS REQUIRED FOR-THE NEW WINDOW OPENING. - _L EXISTING WINDOW +--• 12'-7"t EXISTING DIMENSIONS 9'-8't EXISTING DIMENSIONS of DIMENSION OPENING 6'-0'i 11'- 't EXISTING DIMENSIONS 1 p C 0 C G 3.GENERAL CONTRACTOR TO TEMPORARILY SHORE EXISTING CONDITIONS AS REQUIRED TO PERFORM ALL WORK. - 10 SAW-CUT/MODIFY THE EXISTING PARTITION AS REQUIRED FOR THE NEW DOOR OPENING. - 13 2-FLOOD 'o - ' ' cc W W 11 INFlLL h FRAME IXLSIINC FOUNDATION WALL AS REQUIRED FOR THE NEW 5'SLIDER ANT 5'-4.�"t EXISTING m :DLL W 4.PARTITIONS,FLOORS AND CEILINGS,ADJACENT 7O PARTITIONS THAT ARE 70 BE REMOVED,SHALL BE CLEANED. ❑ . --- -i N o e i 7 T� � PREPARED AND/OR IN-FILLED AS REQUIRED.FOR THE INSTALLATION OF NEW FINISHES/MATERIALS. DOOR. I_i 21 7 O( I r--- I 31 - 21 1�' 12 y I 73 I I - 1 O ' I m OC ~ - 5.ALL UN-USED ELECTRICAL k PLUMBING COMPONENTS ARE TO.BE CUT BACK AND CAPPED IN ACCORDANCE TO ALL 12 EXISTING EXTERIOR SHINGLES,.BACKER MATERIALS.SHEATHING AND ALL ASSOCIATED - ... -'�' _ Q rn APPLICABLE CODES. - FASTENERS ARE TO BE REMOVED TO THE EXISTING STUD FRAMING.PREPARE STUB - FRAMING FOR NEW WORK. +_jI 12I 6.ALL.PLUMBING,MECHANICAL,FIRE ALARM AND ELECTRICAL TO BE DESIGN/BUILD AND PROVIDED BY THE OWNER. L 11 _J--J IK- EXISTING.FIREPLACE AND CHIMNEY TO BE REMOVED. - 30 30" I �1 1 ' pLYI�L` 17 K K-1 GENERAL DEMOLITION NOTES 4 EXIS NG CONCRETE ANDING IS TO BE REMOVED. _-J L---- ( 13 L__--J 5U5 o� EXISTING 2 6 i z ° A-2 EXISTING STAIR ASSEMBLY TO BE REMOVED.MODIFY THE EXISTING STAIR OPENING,FOR NEW � : BATHROOM - - - STAIRS LAYOUT. LI 2 30 m _____---JJ .I EXISTING BEDROOM d - EXISTING COLUMNS IS TO REMAIN. -__ __ '- - Ex 23 2 23 IX i EXISTING KITCHEN tl r. s sa _" _ = _ 1T EXISTING PLUMBING FIXTURES ARE 70 BE REMOVED. - o O r� 12 �_-` -_ "-'@"�"��`-'� EXISTING GUTTERS AND DOWNSPOUTS.ARE TO BE REMOVED. „---- -- + 4. _ _ z L _ B o z �.._ N 0 0 IX 30 2 4 J y- � - -o EXISTING ROOF STRUCTURE'AND ROOFING TO BE REMOVED INCLUDING BUT NOT UMTIED _ ___. _ __ ___ - ___-___-- 7 - b-- - - "-- - TO ROOF SHINGLES,SHEATHING,FRAMING,TRIM,GUTTERS AND DOWNSPOUTS,FASCIAS 0 -- --_ ___- -_ _ -____ --_--- r------�f 111 E==-----t- - - --_- -__-_- - � AND SOFFITS AND ALL ASSOCIATED FASTENERS.G.0 TO TEMPORARILY SHORE THE i � EXISTING I(3Z 2XB�B M _.IS LNG(�2%BI BEAM E ISTING(3 2XB LBEAM'' - Z 1' .•.. K=- _- -_  =_ _� 'EXISTING STRUCTURE AS REQUIRED TO PERFORM ALL WORK. - =--_-- = 5} 7� c -EXISTING CLOSET 2 0 L TO J� EXISTING GABLE END VENTS ARE BE REMOVED. _ * o rL_-� 24 I I' 24 24 L- J * - .� S_._ _ in 12 Y 0 1 r - -- - ------- ----------- '21 EXISTING FOUNDATION WALL TO REMAIN. -fm I "� , 2 O L � a � o v =®ter- ffL��"TT-"�TRPA=7 r-�rmrmTr-�TrI'>= u', r'= -7I 3a ,� _ 15 j - �� 4 ' Z ^ H 18 l I Iq�l l 61®G-�1 I t-J�II I I®IBI I 1I�G 18 E. IXISTING P.T.STAIRS TO REMAIN. r-- 30. 30 0 .. 1 O 12 Q I..L _ .. - �BII 7 isr II B 111 F�11 Ik=�®11 6 Ilalall 7 "II®F '`. - - -71 �� IXIrnNc LlwNc- rr� LLJ O a //� H 23 EXISTING WINDOWS UNITS TO REMAIN. - F--- 5' _ 10 23 IX,' -� cn ®1111®b®I111®C?IIL IE- ®LILT®lallll�t ❑ - III - a III7 -_� lion 11 � 1��I�fa l..lL I�} Ili' 6 I k-�I I��IlI� JI I�} 24 EXISTING(1)2XB BEAM TO BE REMOVED.CLEAN AND PREPARE AS REQUIRED TO -7I C--, • I - = I 9110 ~ Z EJ - 15 {-- --I EXISTING BEDROOM _ _ -� PERFORM ALL WORK. - - ,'f-1 E- _ ❑8 --III IX - �LJ r - -_ _____ III IC - __ ______ NG ICAL PAN OVED R - 1 I 25 o F -�. O z Z _ __- =I I 1(- - -_____ • 25 IXlrn ELECTR EL.TO 8E REM AND EID i - LS' 2 .. ---_ 12 _ __� 14 _ 12 - �� "�-,I r-- -_1 ---� : 1-- -� 12 W a - EXISTING FURNACE TO BE REMOVED AND RELOCATE➢. L---� : C_ _J 6 I I GRADE - --- 27 EXISTING RAILJNC 70 BE REMOVED. 21 r-- I I 30 1 30 j 21 Z G ❑ I 26 I 21 n ` t. 12 47 12 48 12 �iQQEX \ 4 4 O �/W� 'PROPOS ':,:.: L I ._ AO\\10 I 1 12 _I W y/ O � DOOR 28 - EXISTING POST TO REMAIN. 12'-Ij't EXISTING DIMENSIONS OPENING 12'-1#"t EXISTING DIMENSIONS f; _ - _ -- "' • 29 EXISTING CONCRETE FILLED SONOTUBE AS PIER TO REMAIN., _ - • « O O O T V/ SAW-CUT EXISTING SLAB FOR NEW FOOTINGS - ° - 'PROPOSE W • _ 2,-11.3 IX DOOR 12'-1i'!EXISTING DIMENSIONS EL -10 I 1 y 31. SAW-CUT 24'WIDE X 16'HIGH INTO.EXISTING CONCRETE.PARTITION FOR THE INSTAUATON 27'-3"t EXISTING DIMENSION- 1 Z EXISTING DIMENSIONS _OpENINC OF.NEW FLOOD VEN15 AT MAXIMUM 12"ABOVE EXISTING GRADE VENT MODEL 2416-D. - G.C.TO CONFIRM DIMENSIONS ' - 2T-3't EXISTING DIMENSION .F rL.---- ----------- ----------- --1T :^ - 34...- • G.C.TO CONFIRM DIMENSIONS F F-1 EXISTING/DEMO EAST ELEVATION F-5 DEMOLITION KEY NOTES F-8 EXISTING/DEMO BASEMENT PLAN F-12 -EXISTING/DEMO FIRST FLOOR PLAN A-2 ;. A-2 1/4-1 o°" A-2 1/4-1,f -. A-2 1/a°=r�o° . E _------ --_- _ -_--i ^ W accN E - l 19 fir^ FOZ LLI 20 ''=\__ _ L __- _� //` �20�Z =__\\ 19 WQJHWFQ cc i�� _ -- - --___��� - --- _ IULj — _� /�i f - - --'\\\_� J Z Z m ALL a �—_ — — y _ 13 —� ---- _ _ _ ---_ e. O O O O _ _ w D �.�� --_- - -_- --_-___ - - =====____ ___ __---------� /�- - - - -=---- ---- - w LU Lu w p �C - 18 -' 1a 18 to - W Z z w w w ----�f I� _ -_ - I""l-�_--- r _ _- -I _ _-_- rl I�--_ - 0 O O 0 �� r ---- _ _ _ --- rr =_ O H F c C7 C7 1 I I I 1e 40! t -_� K�I f'��IIG� F _ 1a �u It =�1 Et = ---�1 It = Z 7-i Z Z Z - .. � 8 t _� 10. CAI 6 It�. 9 �_ 12 8 7 L -. ---� 7t _ y r u) t2 -_-� k-==-- 1 «, I 27 ��K � 1=== 12 --_� k-- - wW-- �....�d 3 F�II IFS C_ L9 - J ---� - ==J �- - -� '�o ----------- �1I h�I'1� ---z: - __-_-_- 711f1rnmlllrn:mllfr -- - ---- - ---- = PROJECT 9D3 _ rn mrn ml�rlrn ml�r lrn mrlr In mrn C - -- ------ -- -------- II II II.II II II II II II II II II II II II II III - -- __ __ =__ -- ---= CAD FILE:NO HYANNIS C _ - - _ _____ W _ _-_______ it W1IIWWIJLIWll11iLW ------------- ---- -- - __ _ _ _ DRAWN BY: rE --- - - -- 111111111111111111111111111111I111111111111111 GRADE - ,. .. -. .�F -- -- - - - -- GRADE SCALE AS NOTED JLIW WI�LIW ll11JL WIILII�L WI�I.ILI! 23 s 'i 23 �� I�` 28�• �. �? X '1.x'^ �I 3 �-'28�"� w 23 '.._x.. I DATE: APRII 22,2015 1 ..�c.� h 21 «`tvl' .t. 28 h -� �`1r� -�.•y J a-'1•I � EX � � i REV: - JUNE 10,2015 giba B cFF--u- 13 r� B f3T' i• �:.`�L31 J �� _" GRADE GRADE . :£tL.vzh:" "+*T..x GRADE GRADE I ,.. rL_____ _____________ ______, I I I I I I I 5'- 't EXISTING I I 5'PROPOSED ,I 29 29 I I I I I 29 - r- -- -___---_______-__-__1, .DRAWING NO.: L__________ ___ _______ __- OPENING 12'-7't I zs I II II II I F ________ _________ _______J 29 29 9' 8't EXISTING DIM NSIONS FOR SLIDER DOOR ' I _I EXISTING DIMENSIONS 1 1 I 12'PROPOSED OPENING I I � I I 29 29 I I 1'-I�'t EXISTING I IFOR FLOOD VENT -. �PEMd� ----a t-- ------ 1-I1T rt ----- �-� A _ L______-- LJ LJ. J_1-___-_--_ I _J LJ LJ lLl______J . A A-1_ EXISTING/DEMO NORTH ELEVATION A-7 EXISTING/DEMO WEST ELEVATION A-11 EXISTING/DEMO SOUTH ELEVATION A-2 1/4-12" A-2 1/4„_1'-0° A-2 1/4-Lo 1 2 .. 3 4 5 6, 7 B 9 f? 10 11 12 13 _:14:.• _ 15 16 17 1 .2 1 3 1 4 5 6 1 7 1 8 1 10 11 12 13 14 15 1 16 17 N N _ - �• r e LEGEND V M WINDOW SCHEDULE EXISTING WINDOW O M I �1 I 1........ EM — MARK OTY MANUFACTURER SERIES MODEL{J ROUGH OPENING DESCRIPTION �' g N DIMENSIONS _ EXISTING PARTITIONS. N ® ® A 18 ANDERSEN A ADH2644 2'-51"x 4'-31' DOUBLE-HUNG • • "1 B 2 ANDERSEN A ADH2430 2'- x 2'-11 DOUBLE-HUNG t H ° "� 3}" }"- - ° - EXISTING 2X4 PARTTTIDN WITH NEW p M. C" 1 ANDERSEN 400- CR23 2'-93"z 2.11}� ,CASEMENT 2X6'S FRAMING PARTMONS "' ,o •,o • "m cn NOTE. SOME OF THESE WINDOWS TYPE(A>ARE DOUBLE. CONFIRM LOCATION OF,DOUBLE - - 1 ='p 07 -PP n;r� ' WINDOWS WITH PROPOSED FLOOR-PLANS AND PROPOSED ELEVATIONS >, W- _ NEW PARTffIONS . L .. . "N - H U fro L FINISHED FLOOR aD CID 'EACH BEDROOM MUST CONTAIN AT LEAST ONE 'ANY WINDOW WHOSE ¢ N Lo WINDOW THAT MEETS THE FOLLOWING CITERIA: X O BO © 1 SILL E LESS THAN U m U Q_ N - CLEAR WIDTH• = 20" � ABOVE THE FLOOR MUST LL W_m CLEAR HEIGHT= 24" HAVE TEMPERED GLASS. _ C 0 > .•.,•i. _ - CLEAR AREA .7 SO. FT. - C 5 LLI - PER 780 R310i1.1 MA AMMENDMENT - T EXCEPTIOW DOUBLE HUNG,WINDOWS SHALL HAVE A MINIMUM'NEW CLEAR OPENING OF 3.3 SQUARE FEET. _ •.PER 780 R310.12 MA AMMENDMENL :a .. • . - K. - DIMENSION -THE MINIMUM NET CLEAR OPENING DIMENSIONS SHALL BE 20'INCHES BY 24.INCHES IN EITHER DIRECTION. J-1 PROPOSED WINDOW SCHEDULE ELEVATION AND NOTES J-13 LEGEND - Q 4 ' _ od -A-3 u4,_,,-0.,, A-3 1/4°If! W z0 F- Z EXISTING DECK WILL BE MODIFY EXISTING STAIRS TO• - � WITH NEW PT BEAMS AN POST, 17--7j'3 H _ REMAIN _ � (1O '~ REFER TO FRAMING AND Q O ^ H _ V' N w DECK ______--- r__ _._DECK -__----- FOUNDATION PLAN FOR LOCATIONS OUTLINE OUTLINE EXISTING DECK WILL BE MODIFY •* ON WITH NEW Pi BEAMS AND POST.` * v, UP n i u� UP 2'-6'3 5'-7�'f REFER TO FRAMING AND z _ W-3• 9' 24 FOUNDATION PLAN FOR LOCATIONS ON a o DECK OUTGNF - r `e 'r H DECK OURIN w O W L L L _J J L:IJ s- S'— s'-11. 6'-11' z-7 3, 111.. *. i O' U) > S•_`3� 6'-11' -'fi'-11° i •:, \ _ ' A .. NEW P.T WOOD STAIR. `3 EXISTING DECK , A A 1'- 't 1 DECKING,FRAMING, O''.� W}= G G - 12'CONC.FILLED PT 6x6 POST W/ - p1 pT 6.6 POST W/ - _ ,s t ,3 ..I' SONOIUBE AS PIER. SIMPSON POST CAP E +,� SIMPSON POST CAP �_ a'FXTFR!OR WA��S; POSTS,.HANDRAILS k mm��ff 'zl , 12'CONC.FILLED.. k BASE,TYPICAL "' zl BOTTOM®48"BELOW k BASE,TYPICAL.- Iw c A _ 'BALUSTERS-TYP. Li M l o SO UBE AS PIER. z " - GRADE,TYPICAL }'EXTERIOR GRADE PLYWOOD * L.L =1 24'x24'X12"CONC ^� of - •3° 1� W/AIR BARRIER SIMILAR TO '�"' I +m - E%ISTING DECK- ' O T=-U •_i BOTTOM 0 48'BELOW `TOOTING W/3 e5 1 _%� 1 1 /LLLrLLL -GRADE,TYPICAL _ NEW 3'0"Xfi'8' of KEBABS EACH to FLOOD VENT to ,•TYVEK'. - -NEW DECK W - cxil - y �� INFlLL EXISTING MODEL 241fi-O' - cx., 2X6'S O 16-O.C. FRENCH DOORS " - oI .. WAY.TYP to wo OPENING TO o. W/R-21 INSULATION. N A, - MATCH OOSTING PROPOSED THRFF 13• ' }'.'GYP.BD. SEASON ROOM +�" - . 5'-e�' 5'-8 6'-11' - 6'-11' ^ 5'-8�' S'-B' 6'-11 6'-it' W/6MIL VAPOR BARRIER. q 2T-3'f PARTITIONS DIMENSION T ATCH EXISTING DIMENSIONS.AT FIRST FLOOR y F T r -I f -1 * * f r • 5'-1 i A 15 t A 5' 1 t a 5'-1 °3 'A 2•_7 A o 11•_ 4 ,7._ t F.s - s NEW 5'0'XV8 - [ SUDER DOOR 1i i _ 1! ' --,,33 i 5,4' �� � :.� -r-a x• i` - •( ..,,}}* 7'3 NEW 3}'m Y - NEW m LALLV i .. INSTALLED 2%6'S `� a COLUMN - LUMt `. STUD FRAMING _ "I A. • - A CO N ADJACENT TO THE EXTERIOR WALLS' - "' �.•-B- - �•'I"' 8'- " - '- .9'-?�".. 8' 2' B'�D�'. ' z INFlLL EXISTING EXISTNG 2X4 - N - p }'EXTERIOR GRADE PLYWOOD OPENING TO MATCH *. FRAMING.NEW s+anonecn W/AIR BARRIER SIMILAR TO'TYVEK', Z 5 RE-BAR AS DOWEL, NEW PARTRION,TYP d .g W E B n FLOOD VENT FRAME AS REQUIRED ,�: STUD FRAMING DINING ROOM q 2X6'S 0 16'O.C. +I J E 12"LONG,A 12 'S" MODEL 2416-D FOR NEW 5'SLIDER c TO BE SPACED PROPOSED- W/R 21 INSULATION, 2 Z d - VERTICALLY DRILL AND D( EX _ DOOR ,I D( o P@UPQ5E0 16"O.C.MAX. BEQB4➢M m - }'GYP.BD. ".t •N Z O�CC O 36'x36'X12'CONC FOOTING s - LMNG ROOM - - o Q O d W i GROUT,TYP. : _ c W/6MIL VAPOR BARRIER. J J O= W/3}5 REBARS EACH ' • LL CC O N ,. •2'-6' ,WAY.TYP 5' - 2'-6' .,;�. LS WALLS: - e ` _ d F O J O W z - EXISTING BASEMENT'- �' 4' cn -2�'3 3'-10�" t 2'-4' 11'-4"3 2X4'S 0 16 O.C. O EXISTING m I - # .. _ i 4' 11' FINTERIOR W/}'GYP.BD. -P@4P95EQZ WOUMBING EACH SIDE CLOSET MASTER BEDROOM F W O Z O ,. - •r * • o o <. - b CHASE WALL �CASED' gat ci 6 N 0 Fn z '��'''� �" *`.-;� n "q ( - s O- -NEW 34•0 LALLY1O • ,ry0 OPENING o v A'B '0'%b'e. O co Q W Z ZQ D.: z 0 IS r, - - " COLUMN *. ,.. .. .. A m LL N J'.. �$ i 12 RISERS — _ - 0 O O U U Z * F } ) f',y �;'l k $ PROPOSED WOOD ®73'HIGH Wig] i. o a PROPOSED HALLWAY.. ,�„ - W W W W W �{�' .e:• •`' ` o STAIRS 10 TREAD o� w i A •, In fn(n fp lq O N a w rr (''� - T i T r ��f i 3J" w PROPOSEQ - 0 9'-3" "2` Q Z NEW m 4'- 7 4' 9'- OOOOO 3}0(ALLY LALLY 3 - DN LAIC o P@4P95EQ INTERIOR WALLS: o ON a d d D-d>>W. 4'TH.CONC.SLAB COLUMN (3)2X6 COLUMNS 21'-9' COLUMN o PLUMBING o MUD ROOM/ 2X4'S®16'O.C. 2, O O O O O W(� CHASE W f4YEH W GYP.BD. B 2'e'X6'8 2'e'X6'B Q Q It Q.Q J W 0 0 REINFORCED W K }• a' W - E / W/10'x10'�' 24'x24'%12" ,: ,:K INTERIOR WALL' ex - EACH SIDE REF, w s• 'POCKET DOOR - POCKET DOOR * C.a a G"a J WWF,6 MIL VAPOR BASE PLATE W/ CONC FOOLING - i 1 ' 2%6'S®16'O.C.W BARRIER,OVER MIN. W 3 5 - 6X /}° IX 7- BARRIER, }"0 ANCHOR E } GYP.BD.EACH SIDE O 13 RISERS �. `=' I I a PROJECT N0:' 1903 8'COMPACTED REBARS EACH _ 10"TREAD SHOWER PROPOSED I CAD FILE: KYANNIS C ^ GRAVEL BOLTS,IYP. WAY TYP - :m ®8•HIGH PROPOSED _ .. :' O 7}HEGH * 15QS:tlEN BBIlffi40M WALK-I SET DRAWN FfI: YE - NEW 3}'m * 1}RISERS �° ' I ®8'HIGH I Y SCALE: AS NOTED ' EXISTING a; �' Up 10'TREAD TALLY 1 n . 41 COLUMN P 10'TREAD I I LY: NIE 10,2015 • 'ic •N ( •r " 3'-10}"3 NEW 3}'0 LALLY ,.(3)2X6 "p L A_, A-1 COLUMN .%c COLUMN o BW- At7 1'-6' A-6 A-6 -6 - 12"CONC.FILLED SONOTUBE 6 B - 12'PIER. FILLED SONOTUBE PT 6x6 POST W/ 8'-7j'i 10'-5k't: 8-21't.,, B AS PIER.BOTTOM TYPICAL 4'CONCRETE 1 / AS PIER.BOTTOM TYPICAL '� &BASE, POSE CAP 1 PROS C - •y g•t 9'-11 9-il BELOW GRADE,TYPICAL PAD BELOW GRADE,TYPICAL ,� @ BASE,TYPICAL B fi' 3' B"i A n e PT 6x6 POST W SIMPSON A • B POST CAP h BASE,.TYPICAL � ❑ 'DRAWING NO.: ❑ ' it'-1'i ❑ ❑ POHCM 5'-1'- - 27'-3'3 EXISTING DIMENSION 2T-TO CONEXISFIRM DIMENSION D.C.TO CONFIRM DIMENSION 27'D.C.TO EXISTING DIMENSION G.C.TO CONFIRM DIMENSIONS - A=3 A A-1 PROPOSED FOOTINGS DIMENSIONS PLAN A-5- PROPOSED BASEMEN6TNPLAN A-9i F PROPOSED FIRSTMFLOOR PLAN A-13 PROPOSED SECOND FLOOR PLAN A A-3 1/4^ 1rf A-3 1 1/4-1f A-3 1/4"0' A-3 1/4-if 1 - 2 3 4 5 6 ..,7 8 9 10 11 12 13 - 14 15 i•. • 1 2 3 4 5 .6 7 8 - g 10 11 12 13 14 15 T - 16 17 a, A 1'. - - _ A-6 - F ONTINUOUS RIDGE VENT ---CONTINUOUS RI 00 TOP ROOF O y 4 RIDGE VENT IN - 1X4 PVC FASCIA BOARD LE END VENTI F - y.. `EQUAL TO KOMA 4 30YR ARCHITECTURAL SHINGLES, ;5 " ' 30YR ARCHITECTURAL SHINGLES, 15/FELT ROOFING PAPER, 15#FELT ROOFING PAPER, 1X6 P/C FREEZE BOARD - i T&G PLYWOOD SHEATHING. a J'T&G PLYWOOD SHEATHING. EQUAL TO KOMA - _ -__ 3•ICE&WATER SHIELD_ 3'ICE&WATER SHIELD " - AT ALL EDGES&VALLEYS. `BS" 4"ALUMINUM GUTTER AT ALL EDGES&VALLEYS. " ' l •I- 12 ..- W/DOWNSPOUTS - . 1%8 PVC FASCIA . BOARD EQUAL TO .1%8.PVC FASCIA BOARD V 4"ALUMINUM GUTTER M KOMA W/DOWNSPOUTS - EQUAL TO KOMA C M Top PLATE . 1'OVERHANG B"O.H. $ N 4"ALUMINUM GUTTER - _ ® _ VENTED S FFff VENTED }'Tp(IE SOFFIT �� N 0 R WALLS: W DOWNSPOUTS - - - SOFFTF RIOR GRADE PLYWOOD NEW P.T WOOD STAIR, U fD / ® _ 1%10 PVC FREEZE BOARD O _ EQUAL TO KOMA 1X10 PVC FREEZE BOARD EQUAL W/AIR BARRIER SIMILAR TO DECKING,FRAMING, I N O O "i _ 2X6'S O 16'O.C. NEW VINYL SIDING BALUSTERS-TYP. = O VENTED SOFFRmid •i TO KOMA 1X4 PVC TRIM AROUND ALL ' HANDRAILS& ': n r A = A DECORATIVE-VINYL WINDOWS&DOORS ttP. A W R-21 INSULATION, �. W U .1X10 PVC FREEZE. - _IX6 PVC CORNER-BOARD EQUAL - BOARD EQUAL TO - - - SHUTTERS,TYP. TO KOMA }/GYP.BD.. - Fes- N W O° L KOMA W/6MIL VAPOR HARRIER. PT 6x6 POST W/ C y L' O 91%4 PVC TRIM AROUND ALL WINDOWS&DOORS ND �SIIAISO N POST m ccLc) N PROPOSED SECOND FLOOR 6 PROPOSED SECOND BOOR N. BASE,TYPICAL - O W m X 1X6 PVC CORNER BOARD - _ , 1X10 WC FREEZE BOARD EQUAL' - C N EQUAL TO KOMA '4°ALUMINUM GUTTER TO KOMA C'-'.aWO . • 1X6 PVC CORNER _ - - _ W/DOWNSPOUTS Q 0) BOARD EQUAL TO NEW VINYL SIDING - TO KOMA KOMA C 79° DECORATIVE COLUMNS ® ® 1%6 PVC CORNER BOARD EQUAL K K o, I.�_� EXTERIOR WALLS: -a, COVER OVER P.T.6X6 EXTERIOR GRADE PLYWOOD � POST. a A A EXISTING STAIRS - . I - W/AIR BARRIER SIMILAR TO'TYVEK', A A 2%6'S O 16"O.C. 4"CONCRETE PAD a W/'R-21 INSULATION, EXISTING FIRST FLOOR _ _ _ }"GYP'BD' i. EXISTING FIRST FLOOR 11 J W/6MIL VAPOR BARRIER.GRA� GRADE - . I - ^ I DECORATIVE COLUMNS EXISTING DECK FRAM J I I I I COVER OVER P.T.6X6 POST.I - —* I- I / xetc+zt� DL -ma's I. 12'CONC.-FILLED I. _ I SONOTUBE AS PIER `� I3 (2)Pf 2X12 BEAM—" , 00 J SONOTUBE AS PIER. 4"CONCRETE -m BOTTOM 0 48 BELOW '-IXISTINQ .. �.. •i UJ BOTTOM 0 48"BELOW L J v L J PAD _ "i GRADE,•TYPICAL L J' RETAINING �3` t .pr ,PT 6x6 POST W/ " GRADE,TYPICAL -WALL' %x.� f,.. s., - EXISTING FOUNDARON� I �" BASE, N POST- Z L = �^ BELOW GRADE I �EXISTING FOUNDATIONS >'& V BASE,TYPICAL, - _ ' O I— Z BELOW GRADE EXISTING BASEMENT FLOOR• I .. I EXISTING BASEMENT FLOOR I '— - L 1 x 1 . r --- --- ---------------------�� r -- ------- ---- --- —� _ LLI /�� L-- ----------------------------------J L ------------ ---- ------ -- - I 12'CONC.FILLED -}'I G a- H - 27'-.3"t EXISTING DIMENSION - - 25'-1tp i EXISTING DIMENSION' I .F-SONOTUBE A!PIER., I 24"x24X12°CONC FOOTING `0 O CD H . ` - iBOTTOM 0 48"BELOW I• I W/3 Q5 REBARS EACH v, f ----- ,GRADE,TYPICAL WAY,TYP T H-1 PROPOSED EAST ELEVATION H-8 PROPOSED NORTH ELEVATION L p Q ~ Z L— L—J A-4 174-1-0 . A-4 1/4„=1,o c g, w.O LZL Q ti - f A 1 0 L LU ---CONTINUOUS RIDGE VENT, - G •M— -'Y 4 'LL. __—CONTINUOUS.RIDGE VENT M - 30YR ARCHITECTURAL SHINGLES, _ -L.L �/� 1X4 PVC FASCIA BOARD ABLE END VENT 15#FELT ROOFING PAPER,• - a O VJ EQUAL TO KOMA - 30YR ARCHITECTURAL SHINGLES,, 1 T&G PLYWOOD SHEATHING. _ vLu 3-ICE&WATER SHIELD ., 15#FELT ROOFING PAPER, /� 1 X10 PVC FREEZE 1X6 PVC FREEZE BOARD AT ALL EDGES&VALLEYS. 3"T&C PLYWOOD SHEATHING. '� BOARD EQUAL TO EQUAL TO.KOMA -- - 3'ICE&WATER SHIELD KOMA 12 1X10 PVC FREEZE BOARD & r i AT ALL EDGES VALLEYS. -p 1X6 PVC FASCIA 6 2 - EQUAL TO KOMA 4"ALUMINUM GUTTER F BOARD EQUAL TO W/OOWNSPOUfS KOMA 4"ALUMINUM GUTTER W/DOWNSPOUTS IXB PVC FASCIA BOARD p - TOP P - EQUAL TO KOMA 1'O.H. V OVERHANG - B°O.H. 8"0.H. 4"ALUMINUM GUTTER VENTED SOFFIT ' W/DOWNSPOUTS, ® NEW P.G WOOD STAIR, VENTED SOFiTf DECKING,FRAMING, VENTED SOFFIT POSTS,HANDRAILS& 1%10 PVC FREEZE .1X6 PVC CORNER BOARD EQUAL v -°+^r • ; '. BALUSTERS:.-TYP. BOARD,EQUAL TO - TO KOMA Z Z E r NEW P.T WOOD STAIR, ; A A SIMPSONPIT 6x6 PPOSTOST W KOMA A A 30YR ARCHITECTURAL SHINGLES, O o O 0. DECKING,FRAMING, POSTS,HANDRAILS& BASE,TYPICAL 15#FELT ROOFING PAPER, Q - BALUSTERS-TYP. Q (yl NEW VINYL SIDING 3'ICE PLYWOOD SHEATHING _1 PROPOSED SECOND FLOOR PROPOSED SECOND BOOR __ 3'.ICE&WATERSHIELD W W 1X6'PVC CORNER 1X10 PVC FREEZE BOARD - _ - AT ALL EDGES&VALLEYS. W W__ - -BOARD EQUAL TO KOMA EQUAL TO KOMA •D EXTERIOR WALLS: 1X4 PYC TRIM1%6 PVC CORNER EXTERIOR WALLS: B°O.H. Qa W O O - }"OOERIOR GRADE PLYWOODffg AROUND ALL— BOARD EQUAL TO }"EXTERIOR GRADE PLYWOOD W Z D, W/AIR BARRIER SIMILAR TO ® WINDOWS& _ ® KOMA ® ® W/AIR BARRIER SIMILAR TO 4"ALUMINUM GUTTER - W W W In W .. _ 'TYVEK', DOORS IYP. `?4° K', W/DOWNSPOUTS. y O to(q m 2XVS O 16"O.C. 1X6 PVC CORNER BOARD 1X4 PVC TRIM 2X6'S O i6°O.C. O O O O W/R-21 INSULATION, EQUAL TO KOMA AROUND ALL W/R-21 INSULATION, CL a d CL A pppp A A p p� DECORATIVE COLUMNS }"GYP.BD. WINDOWS& }°GYP.BD. COVER OVER P.T.6X6 O O O O W/6MIL VAPOR BARRIER. DOORS TYP. W/6MIL VAPOR BARRIER. POST. d d d d •i EXISTING FIRST FLOOR EXISTING FIRST FLOOR 4"CONCRETE PAD PROJECT'NO:, 903 C - - !• _ G0 FILE: HYANNIS C EXISTING DECK FRAMING —EXISTING DECK FRAMING— FROM OF 7HE HOUSE) - , """ DRAWN BY: YE EXISTING l\ - SCALE:" AS NOTED STAIRS _ NEW(2)PT 2X12 BEAM1 0� IXI .rj EXISTING RETAINING WALL - I I -12"CONC.FILLED DATE: - APRIL 22.2015 ° 'e 4, c ,a '"2X12 BEAMi ,• i >3 I I I SONO7UBE AS PIER.' REV: JUKE 10,2015 "i PT 6x6 POST W Y 7a5.2 d >t ,+ PT 6x6 POST W/ PT 6x6 POSE W 2 -` ?' EXISTING FOUNDATION I L J BOTTOM 0 48"BELOW SIMPSON POST x'• SIMPSON POST SIMPSON POST , "BELOW GRADE GRADE,TYPICAL- ,o vi a • _� `' r Y `y BASE.TYPICAL GRADE EXISTING BASEMENT FLOOR BASE,TYPICAL FLOOD VEM-MODEL 24.16 B BASE.TYPICAL ,x. - _ — �,. B GRADE' EXISTING BASEMEN FLOOR } - ---. .. I 6 I I I I -12"CONC.FILLED r �. I,. I a. ,�-------,-. ----- - .„ EXISTING FLOOD VENT SONOTUBE AS PIER.BOTTOM I - - STAIRS I I MODEL zals-o I I � I I I I I I I 12"CONC:FILLED � - I � -� P ------- y7- - I I I I I I I I I P I ®�"BELOW GRADE,PP. SONOTUBE AS PIER, I I I I DRAWING NO.: BOTTOM'0 48 BELOW _ ��l-24 x24°%12"CONC FOOTING -1 f ------fir ---- T----- r----�.tl GRADE.TYPICAL W/3 95 REHARS EACH O ----L_11-24N24X12°CONC FOOTING W/ --J WAY.TYP L ------J i II I 3#5 REBARS EACH WAY,TYP l e 27'-3"t EXISTING DIMENSION L - .-25'-1"3 EXISTING DIMENSIONA . i _ A A-1 PROPOSED WEST ELEVATION A-8 PROPOSED SOUTH ELEVATION A A-4 1 1/4°=1'-O' A-4 I 1/4°=ram ' 1 2 3 - 4 :. 5 6' 7 8 9l 10 11 12 _ 13 , 14 15 - 16 17 . E 2. ..3 4 5 6 1 7 1 8 g 10� 11 12 - 13 14 15 16 17 N „ _ x _ i 1 N M - - C M • c LEGEND LEGEND • • - V N , N- - r THE.PRE-ENGINEERED WOOD ROOF AND FLOOR ui " LOWER ROOF PLAN - TRUSSES.PLATES,BEAMS,CONNECTORS AND BRACING _ - 'e ARE TO BE DESIGNED BY A PROFESSIONAL tj STRUCTURAL ENGINEER LICENSED IN THE .'� LOWER ROOF COMMONWEALTH OF MASSACHUSETTS.ALL TRUSS ! ,[q fi DRAWINGS ARE TO BE STAMPED AND SIGNED BY THE = n n t ® ICE AND WATER SHIELD - STRUCTURAL ENGINEER. N 6 ' a _ ,D6 L 3OYR ARCHITECTURAL SHINGLES, O -~ C 15#FELT ROOFING PAPER, cc Ln O 3•T&G PLYWOOD SHEATHING. m ,LLD W m 3'ICE&WATER SHIELD in - - LLI CC AT ALL EDGES&VALLEYS. DO N LL K - - K J-1 LEGEND AND NOTES 06 J A-5 Z W PROGRESS DRAWINGS- N `FOR CONSTRUCTION Q W NOTE: NEW DECK F 'BE DETERMINE Z . . , PT 6x6 POST W/ ____ DECK OUTLINt -_ _ - - O N _ S�ESON POST YID, 12•GONG.FILLED SONOTUBE i� I {. - ON ON Q\• Z TPICAL Vol l UP - ON . AS PIER.BOTTOM 0 48• to . BELOW GRADE.TYPICAL - / Z DECK OIITLIN �� L3 2%10'S 3 2X70.5 �- - W =jF I Z EW ) 2X1 NEW(2) 2 12 NEW(3) 2%2 EW- 3) 2X 2 _ TRUSSES,BEAMS,PLATES, B 8 B THE PRE-ENGINEERED WOOD ROOF ONNECTORS AND BRACING ARE TO _ O W w 'llllm IIII III TO E DIRM E i6'O.C. i NEW DECK LL - - ' I STRUCTURAL EE DESIGNED NGINEER LICENSED IN •'fi.E /'/^� L G THE PRE-ENGINEERED WOOD .VJ wl "' w I`z PROFESSIONAL FLOOR TRUSSES,BEAMS.PLATES. CONNECTORS AND BRACING ARE TO I THE COMMONWEALTH OF O : 1+1 K - DRAWINMASSACGS ARES.ALL TRUSS - M �I h BE DESIGNED ENGINEER PROFESSIONAL a - M w. - of w o STRUCTURAL ENGINEER LICENSED DRAWINGS ARE TO BE STAMPED BLOCKING TO BE PROVIDED PANEL EDGES IN •` L.L cYil .. � I IN THE COMMONWEALTH OF I• I:_ I EAND NGINEERED BY THE STRUCTURAL THE.4'O.CRSL TWO TRUSS SPACES AT A MAX OF. NEW DECK ^ - EXISTING P:T..FL OOR JOIST. - EXISTING P.T.FLOOR JOIST MASSACHUSETTS.ALL TRUSS 2-Bd.COMMON NAILS BLOCKING TO MR AFTER; IIII SUPPORTING THE EXISTING IIII i. SUPPORTING THE EXISTING illll� DRAWINGS ARE TO BE STAMPED n I I I I I. I I I I v' I DECK 0 16.O.C. DECK 0 16.O.C. I. AND SIGNED BY.THE STRUCTURAL 2X8 2-16d COMMON NAILS RIM BD TO RAFTER. lJm)4-LlL--1 ENGINEER. OLOOK ' 4•ALUMINUMGUTTER F (2) 2 12 NEW(3) T 2%2 EW 3)P 2%2; n SCING '� _ -16.O.C. - OWNSPOUT.8 B B_ 3 2X10'$_. 3 10' (3)2%10 S TYPICAL 1 DOWNSPO O - , 3 2X1 S - 3 X1 5- �• ` N (2)1�•1(11•Lvl'S N (2)1 11d•L 'S N (2)1�•1(1 •L 'S _ - - _ Z o DOUBLEPRE-ENG INEERED FLOOR LALLY COWMN LALLY N ..-. _ TYP PRE S UNDER ARALLEL•WALLS, � OLUMN IIJ ,.J,ell ALLYCOLUMN ,7 FACHITRUSS END,REQUIRED ICALAT o EACHITRUSS END,CANE CUPS RUI�RED AT ICE AND C7 LL LL WATER Z O O E SHIELD O O -E ' D( 'EXISTING 2X8 FLOOR JOIST'0 18.O.C. • O PRE-ENGINEERED WOOD FLOOR TRUSSES'0 24•'O.C. - - _ yy _ _ Q cc ^�Q - - - 6:12 6:12 - -LL 00 d. 30YR ARCHITECTURAL SHINGLES, R O G. d Ilz II - t 15e FELT ROOFING PAPER, 0'LL 7 - •T&G PLYWOOD SHEATHING. - J OVERHANG 1' OVERHANG 3 WlY. ULLY COLUMN. LALLY CROSS BRACING,PP. - '3'ICE&WATER SHIELD LL Z Q cc W COLUMN ' - COLUMN iy - - - ,- �6:12 EDGES&VALLEYS. F-0,w Z NEW(J 13 117 vL'S N (3)1�•X11d• •S. - - AT ALL LLu�y.,,1LL N (3)i�•X11j• L'S 8 �, a LL_ 30 o Q 0 za D Oooao� NEW 2X10 CONTINUOUS - LU W.W O LLI FLOOR JOIST. 0 EXISTING 2%8 FLOOR JOIST®16•..O.C. cf) cf) to o O-O Z FRAMING 916.O.0 - _ (4) " CROSS BRACING,TYP.+ - (3)2X62X4'S - COLUMN (3)1�Xttb• r III RIDGE VENT Z. III cDLu D— I - OOOQ QOw F LE aaa a� PROJECT NO: • 903 .. C • (3)�•X1 j•Lv'� - �-- 6_12 - - 6:12 z _ - , ICE AND. CAD FILE: • HYANNIS C t. II vll I WWATER III `<II LALLY •� SHIELD. DSCALE: AS NOTED UP LALLY COLUMN COLUMN UP DATE: 'APRIL 22,2015 COLUMN N 2)1•X11�• 'S N 2 %11•L L'S 3)2X6'S t •\ - - A REV: JUNE 10,.2015 A-1 A-1 COLUMN q-1 - A-6 �EFABdiviRIEEE 3 2X10 S 3 2X10 S" 2X8 3 Z%1 S 3 2%1 - PT ft12'CONC.FILLED - ' - 'B SIMPS6 PPOSTW/ SONOTUBE AS PIER. (3)2X10'S - OUTLOOK s 6 T2. 612 - (3)2%10'S OWNSPOUi ` DOWNSPOUT - B �� • - (3)2X6'S SPACING HURRICANE CUPS 4•ALUMINUM 1 ;8,,32:i, - 4•ALUMINUM BASE,TYPICAL ,BOTTOM®48'BELOW - ,' COLUMN 16.O.C., REOUIREO AT EACH "- 2X8 OUTLOOK c. 4'ALUMINUM GUTTER" � GUTTER 4•ALUMINUM GRADE,TYPICAL TRUSS END.TYPICAL - n �PT 6x6 POST W/SIMPSON TYPICAL :: DRAWING NO.: L=L__ POST BASE,TYPICAL SPACING 16.O.C. GAR �' DOWNSPOUT GURER • " - BLOCKING TO BE PROVIDED TYPICAL DOWNSPOUT •- RST TWO TRUSSSP CES AT AAT PANEL EDGES IN THE FIMAX OF 4'O.0 PT PION POST W HURRICANE CUPS - - TO SIMPSON POSE" TRUSSED , EACH A-� " COMMON NAILS NAILSBR MCKBDGTO RAFTER. BASE,TYPICAL. TRUSS END,TYPICAL - A A-1 - PROPOSED FIRST FLOOR FRAMING - A-5 .PROPOSED SECOND FLOOR FRAMING A-9�' PROPOSED ROOF FRAMING PLAN A-13 PROPOSED ROOF PLAN A . A-5 1/4„=,,-O° A-5 , r1/4.=1,-U, A-5i,`' ,�a^=,'-0^ A-5 1/4'=r-O° 7 - 2 '3 - -4. 1 5 6 7 8 9 10 11 12 13 15 16 17 1 2 ' - 3 4 5 6 7 B 9 10 11 12 13 14 15 ' 16 17 . y CONTINUOUS RIDGE VENT � ,. .. 1, �f,.- •° °' �.. - _ 5 .. '. THE PRE-ENGINEERED WOOD ROOF TRUSSES,BEAMS;'PLATES, - ROOF TOP - CONNECTORS AND BRACING ARE TO BE DESIGNED BY A - PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE (j M ' ' COMMONWEALTH OF MASSACHUSETTS.ALL TRUSS DRAWINGS ARE ♦ C M 30YR ARCH TTECTURAL SHINGLES, - TO BE STAMPED AND SIGNED BY THE STRUCTURAL ENGINEER. - .. 15#FELT ROOFING PAPER, J'T&G PLYWOOD SHEATHING. - 3'ICE&WATER SHIELD AT ALL EDGES&VALLEYS. Fes- N 12 2X6 PRE-ENGINEERED - " - �j C G 6� ROOF TRUSSES O 24' ., a. _ - 1. N 8 C, 7 O.C. = r n - 2X4 HORIZONTAL& - N L I DIAGONAL BRACING N y m L� ' 48'FOAM BAFFLE C m. cc Ln � LL W f 4'ALUMINUM RIP EGDE /// R-49 BATE. \\ 48'FOAM BAFFLE - C m GUTTER W DOWNSPOUTS.. RAISED ENERGY HEEL INSULATION - DRIP EGDE Q i i RAISED ENERGY HEEL +. 4'ALUMINUM GUTTER W/DOWNSPOUTS o N LL K '�.W 1X8 PVC FASCIA BOARD EQUAL TO KONA K - ' TOP PLATE- . ¢ , - HURRICANE CUPS ARE VENTED SOFFR BOARD EQUAL TO REQUIRED CLIPS ARE t IX3.FURRING O 16'O.C.yt'GYP.BD. �, REQUIRED LIP REQUIRED AT EACH USE.5D-COOLER NAILS 7'AT EDGE, 10" • END OF C EACH BOAR PVC FREEZE _ KOMA END OF EACH TRUSS - END OF EACH TRUSS BOARD EQUAL TO KOMA r AT FIELD - VENTED SOFFIT ;.� y FREEZE BOAR y DOUBLE 2X6 TOP DOUBLE 2X6 TOP - - - . -- 1%10 PVC PLATE _ INTERIOR WALLS: PLATE - D 2X4 S O 16'O.C. Fill - ` ' EQUAL-TO KOMA } O R-21 R-21 INSULATION W/} W.BD. 'EACH SIDE NSULATION ..I ,. O � Z , - � 2%6 BLOCKING ' m 2%6 BLOCKING• @.. O _ WALK-IN CLOSET OPROPOSED , �_ + O .. PROPOSED.HALL PROPOSED,S -_ - - Q G a ' - A WAYEXTERIOR WALLS:. -� SUBFLOOR OVER DATHROOM '^ .NEW SIDING—- �'EXTERIOR GRADE PLYWOOD V J �i T&G.SHEATHING _ W/AIR BARRIER SIMILAR.TO'IYVEK', O H 13 RISERS USE;80 NABS, PRE-ENGINEERED - 2%6'S O BIN O.C. - 0 J H O 8'HIGH - 6"O EDGE,12'.0 WOOD FLOOR R-30 W/R 21 INSULATION, Z . -• 10'TREAD - FIELD _ TRUSSES.O 24' - i INSULATION GYP.BD. • D.C.' /6M1 OR BARRIER . PROPOSED SECOND FLOOR ". _ • W L VAPOR \\ -'- ,. I I. I I . U) Z > - - e� -. -PRE-ENGINEERED-FLOOR ... m ' NEW SIDING - 0 U W 2 G _ TRUSSES UNDER PARALLEL '_. '� .. - - a- 'V^/ G 2X6 BLOCKING - WALLS.TYP: .. .. LL MM I..L n 1X3 FURRING - 1' - M VW/ ._ I i6'O.C. T DOUBLE 2X6 TOP PLATE - • L,L Y. GYP.BD. - - a - EXTERIOR WALLS: USE SD - �' EXTERIOR GRADE PLYWOOD s PROPOSED COOLER W/AIR BARRIER SIMILAR TO-TYVEK',' 10. MUD ROOM/ '7'AT EDGE, INRLL EXISTING OPENING TO - ygo 2X6'S O 16'O.C. NEW LANDING FRAMING . " FOYER 10,AT FIELD MATCH NEW PARTITION,TYP FH I W/R-21 INSULATION, 2X12 FLOOR JOIST. I - PROPOSED. F - �'GYP.BD. :rt F jH DINNING ROOM _ F W/6MIL VAPOR BARRIER. - PROPOSED J EXISTING 2X4'S PARTITIONS LIVING ROOM : STUBS,TO BE MODIFY el' ADDING EVERY 16"2X6'S,TO MAKE THE PARTITION 51' TO - _ 12 RLSERSPROPOSED - FOR R-21 INSULATION - y 21. ',' KITCHEN , - NEW �'SUBFLOOR OVER - 'INFlLC AS NEEDED FOR 10� T&G SHEATHING ;NEW PARTITION. - - - EW R-JO USE BD NABS, ' E 3,-,1. 'EXISTING 2XB'S INSULATION 6'O EDGE, 12'O FIELD - i E DIISTING FIRST-FLOOR - FLOOR JOIST: - -' EXISTING FLOOR JOIST - ^$• T GRADE EXISTING SEAL PLATE - 14'0-LAXLY COLUMN• —NEW(2),1j'7(11d'Lvl'S— ` W/10'x10'�' BASE PLATE W/ 4_.. pp Z (4)J'O ANCHOR '" NEW(2)1i X11a'1.4'S O BOLTS,TYP. ���111 "" r _ 0 _ 1111 ❑ U D IE NEW 3}'0 NEW 3}'0 W ' LALLY COLUMN _ LALLY N COLUMN EXISTING CMU Z' _ FOISTING CMU - * 'FOUNDATION WALL - ' FOUNDATION WALL _ r . y � ` O 10' g J r 'iNEW LANDING FRAMING - -b * UNFINISH BASEMENT^ 4'TH.CONC.SLAB . NEW iL00R JOIST F a EE 'REINFORCED W/ - m 1 .1.6MIL VAPOR 110"10* �'BASE BARRIER,OVER MIN. C �5 RE-BAR AS DOWEL,12' PLATE W/(4) 8"COMPACTED _ PROJECT N0: 903 LONG,O 12'VERTICALLY DRILL 1'0 ANCHOR GRAVEL - CAD FILE: NYANNIS C AND GROUT,TYP. _ .FOISTING CONC.SLAB BOLTS,M. S DRAWN BY: YE " - - - MISTING BASEMENT FLOOR EXISTING FOOTING - AS NOTED SCALE: ....... ..-.... - ..,. :,'" .... ,-.. i BATE: APRIL 22,2015 REV:' 4'.TH.GONG.SLAB' 3' 1`- REINFORCED W/BWF. 1' 2' El OVER NEW FOOTING.TYP B EXISTING FOOTING 36'x36'X12'GONG FOOTING W/ 24'x24X12'CONIC FOOTING W/ 7 - - 3 B5 REBARS EACH WAY,TYP 3#5 REBARS EACH WAY,TYP - ff DRAWING NO.:. A A A-1 BUILDING SECTION -6 A 1 2 '3 4 5 -' 6 7 B 9 10 _ 11 12 13 , 14 15 16 17 . 1 2 3 4 5 6 7 6 9 •10 11 r 12 1 13 - 14 15 16 17 N N LEGEND r - HARDWIRE BATTERY BACKUP - « SMOKE DETECTOR REQUIREMENTS: © CO2 DETECTOR " TOP AND BOTTOM OF ALL STAIRS -IN EACH BEDROOM WITHIN ONE FOOT OF DOOR `O SMOKE DETECTOR - C M M -WITHIN TEN FEET OF A BEDROOM DOOR -ON EACH LEVEL FOR EVERY 1200SF -BOTTOM OF BASEMENT STAIRS HEAT DETECTOR -6 g o CARBON MONOXIDE DETECTOR: COMBO SMOKE AND o ` - -WITHIN TEN FEET OF A BEDROOM DOOR sIC COM DETECTOR. -AT BOTTOMOF STAIRS - k -IN BEDROOM IF THERE IS A SOURCE OF FOSSIL FUEL _ 1 ow HEAT DETECTOR REQUIREMENTS: '° - - _ Q n - 15 INSTALLED IN ANY NTEGRAL GARAGE OR " L. ATTACHED GARAGE TO THE MAIN HOUSE(DETACHED - N F- n n N Co Wy co m D6 L GARAGES DO NOT REQUIRE A HEAT DETECTOR) - - - � � .. � ' C , -INSTALLED IN A NEW ADDITION O O ON ATTACHED GARAGE - x m TO AN IXISRNG DWELLING. '' - �- � G > .-. -FOR FIAT-FlNISHED CEILINGS,THE SINGLE DETECTOR SHALL BE PLACED ON OR NEAR THE CENTER OF W - C W UJ •� THE GARAGE CEILING C m -FOR SLOPED CEILINGS HAVING A RISE TO RUN OF • - - Q rn GREATER THAN ONE FOOT IN EIGHT FEET,THE SINGLE « DETECTOR SHALL BE PLACED IN THE APPROXIMATE - 0 N' CENTER OF THE VAULTED CEILING BUT NO CLOSER K THAN FOURINCHES TO ANY WALL- _ - K , J-1 FIRE PROTECTION LEGEND AND NOTES Z 06 W � J 'FP-1 1 1/4---o F- Z Lu 0 z > (L H _ . - �Q O C/)_ N. _DECK_OUTLINE Z ' Q I— r • ,n DECK OUTLIN(b__J� O O A1'�_a1 - -U) O W G ',. IQ O LW W =i iz ti W �• of to, ,_ ..4 F F O ui . f .. W F E d QL Cl E'L LU ., • W - LU- LL Q. ir EX EX O Z Z p0 LL W (9 W J LL 0 ;J Z 1 W v~i O O W U C 0 p - m Li to Z U o. ° ° °o _ _-- W W W O _ f N IN RJU�- d Z d Z cL F W ON d d a d EL a LL G sPROJECT EX 1 ® NO: CAD FILE:' . HYANNIS C DRAWN BY: YE SCALE: AS NOTED Up , , « ' DATE: APRIL 22,2015 UP, REV: JUNE 10.2015 B r DRAWING NO.: A A-1 PROPOSED BASEMENT FLOOR FIRE PROTECTION PLAN A-6 PROPOSED FIRST FLOOR FIRE PROTECTION,PLAN A-11 PROPOSED SECOND FLOOR FIRE.PROTECTION PLAN. FP-1 I 1/4„="-(r FP-1 i�a°=r a N FP-1 1/4-f 1 2 3 4 5 6 - 7 8 9 10 11 12 s 13 14 15 - 16 17 A; 1 2 3 1 4 1 5 1 8 1 7 6 B 10 1 11 ' 12 1 13 1 14 15 1 16 17 N N Nm LEGEND HARDWIRE BATTERY BACKUP SMOKE DETECTOR REQUIREMENTS: © CO2 DETECTOR -TOP AND BOTTOM OF ALL STAIRS -IN EACH BEDROOM WITHIN ONE FOOT OF DOOR O SMOKE DETECTOR V M M -WITHIN TEN FEET OF A BEDROOM DOOR C -ON EACH LEVEL FOR EVERY 1200SF -BOTTOM OF BASEMENT STAIRS H HEAT DETECTOR O c� c�1 r CARBON MONOXIDE DETECTOR: O COMBO SMOKE AND -WITHIN TEN FEET OF A BEDROOM DOOR S/C CO2 DETECTOR -AT BOTTOM OF STAIRS -IN BEDROOM IF THERE IS A SOURCE C p OF FOSSIL FUEL PI = n f^O HEAT DETECTOR REQUIREMENTS: T W U r -INSTALLED IN ANY INTEGRAL GARAGE OR A2 r, OR L ATTACHED GARAGE TO THE MAIN HOUSE(DETACHED L GARAGES DO NOT REQUIRE A HEAT DETECTOR) C p p -INSTALLED IN A NEW ADDITION ATTACHED GARAGE 2 W M1 TO AN EXISTING WILLING. m O ¢ •• j� -FOR FLAT-FINISHED CEILINGS.THE SINGLE DETECTOR C p wj r N SHALL BE PLACED ON OR NEAR THE CENTER OF LLJ THE GARAGE CEILING -FOR SLOPED CEILINGS HAVING A RISE TO RUN OF Q GREATER THAN ONE FOOT IN EIGHT FELT.THE SINGLE N� W DETECTOR SHALL BE PLACED IN THE APPROXIMATE CENTER OF THE VAULTED CEILING BUT NO CLOSER K THAN FOUR INCHES TO ANY WALL J 06 W C J J-1 I FIRE PROTECTION LEGEND AND NOTES Z FP-1 1/4-1-0- O Z QLU � H Q O Q a H C� V V V DECK OUTLINE - o Wo - 1f _. 1 J � Z IT. N WW Q CD -GK -rnE W G a W frJ I I I c W is d. F I ! � I I F (I01 Z O 0 0 0 /- o I O Tn 12 W 0 O O O d 2 E p E W ¢ Q Q Fx Ix` LL ¢ 8 p Z LL O W LU LL J N Or Og0 LL a D m y Z U D p p O F F O LLJ 2 ® aZa_ 1- DN a --p On QCL cc CL Q01=W¢ __ _ aaaaaalL PROJECT C ® ® NO:CAD FILE HYANNS C ® DRAWN BY: YE � SCALE AS NOTED 11P D� MRIL 22.2015 _...... UP B B i DRAWING NO.: Lj U ❑ ❑ A I A-1 I PROPOSED BASEMENT FLOOR FIRE PROTECTION PLAN I A-6 I PROPOSED FIRST FLOOR FIRE PROTECTION PLAN I A-11 1 PROPOSED SECOND FLOOR FIRE PROTECTION PLAN FP-1 A FP-1 1 1/4-1f 1 FP-1 1 1/4-if FP-1 1 1/4-1'-0° 1 12 3 4 5 16 17 6 9 10 111 112 13 114 15 16 17 f � � �4n (2 , F f or �? 1 1 2 1 3 1 4 5 1 B 1 7 8 9 10 11 12 1 13 1 14 15,. 16 17 AWCG dde to Wood Conshwcdon in High 0W Arem:110 mph Wind Zone STUDS 0 16'O.C. N Massachusetts Checklist for Compliance(TBecupi III STUDS 0 16'O.C. EXTERIOR GRADE LX ERIOR GRADE N H cine, /PLYWOOD SHEATHING PLYWOOD SHEATHING Cdnar 3/4'OOR 3/4'CT&GOO THE CONTRACTOR SHALL TAKE FIELD 1.1 SCOPE PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR MEASUREMENTS AND VERIFY FIELD CONDITIONS Wind Speed(3eec gwg...._.._..............__.._..................._...__._...._...._......................_.............110 nwh ® 4. 2-16d COMMON NAILS,EACH STUD Wine Expown,Cebigory.................._..........._.................._.............._....„........_....._.................._....._........8 ® e. Form Tables loam 11 eM session dwed eneamsg am BUWrg Aspect Rats,desmdne Percent FulFHebM AND SHALL CAREFULLY COMPARE SUCH FIELD BneslhspaMNa6gpeob9rapWrerI 20 GAUGE UPLIFT 3-16d COMMON NAILS PER FOOT MEASUREMENTS AND CONDITIONS AND OTHER 1.2 APPUCABILITI 0. Wane Scucbas Pena.WWI be Mdmlan V*ft sa d??I OR aM be lnatalletl es brace: STRAP Numoarot Sendes(arm1wN01 exoeme a In12 dopa and be ooneNmed a ebirll..-Zabeee ftafotlas ® L P..hdboin.M dwhhaani9thn'a P--IWromaa 3-16d COMMON NAILS INFORMATION KNOWN TO THE CONTRACTOR WITH Raul Nkh._...........................................................'.....(Fg2).-.-_....................._...........- a f12:12 ® II. All mllmdel Jo7nes shin mur eawr anti be raped m frnnkg. EACH JOIST.TYPICAL O Nben Rod HdpM......._......................._..........:...............(Fg2)........................................._28'11• fta= ® 111. On eIngle story oaneaudmn.Panels Shen be attached to botibm PII and top melnbaddn snails - THE CONTRACT DOCUMENTS BEFORE COMMENCING U g w anal gWidth.W..............................................................(Fg3).......................................3Z 7311480' ® bP Plane. C N l' M ACTMTIES. ERRORS, INCONSISTENCIES OR - CV M BUIWmB Leaps,L..._................................._......................FIp 9)......................,..............._.15_L'S8 a80' ® M. On belosrl'mr®Wo6an,upPar panels ahan be WLMed to the fpP memoirdlM upper douNe bD STRAP NAILED y„•, O Build hp Aspect Rdb(lNI)...............................................4Flg a)...„................................._........1.00 93:1 ® pate and b baM Jost at bd0an d perm.Upper aliachmam d lower panel ehdl berMtle b hem last io STUDS 4-Bch COMMON NALS PER JOIST OMISSIONS DISCOVERED SHALL BE REPORTED TO U u3 Nomsal HelpMd761eat Opsdrgs._........_._...................(FIB a).-_......_........................._...._.-�$s8'e' ® erne laserWsohmvn metleb bw'eel Pbibi d8nt 11o"Aarrnl�. ._.ADD5%SHEATHING v. N"mmminedspacingatdItoppwm.beMJoliam9irches.rmobeadoeblerowdm THE ARCHITECT IMMEDIATELY. staggered d 3 Inches on alter Par egnlea bekW:Vertical am Hor4dnbil NalOp far PillAflealmend FLOOR JOIST 2-16d COMMON NAILS,EACH STUD 1.3 FRAN010l:tNINlCTOM6 OR TRUSS FLOOR JOIST + rpo Oanmalmnpdcew98Hre"aa raalma...........„.......(Table 2)..............._................._............................ ® RIM BOARD OR TRUSS U 7.1 FOUNDATION V Fomdagm WanomwMga4ulremesbtd780CMRS40d.1 RIM BOARD A W Q oeam®nerlas - Conwate.............................................................................................................................. ® nsucrarrra Q3 u)W Casale Mawn7................................................................._.....„..............,........_................................ ❑ aces DOUBLE TOP PLATE '" to lA UOj r00 DOUBLE TOP PLATE C Er L 23 WW Anchor Soft bedded orW* •IT-• 1 Q3 2 m % L '�'""°"B°°°"b°d"°'"'..•P'°Pd° 1"'"h°"`°I""°'°"a e'°°"°"°"COn�°'"' L-9 FRAMING DETAILS L-14 FOUNDATION DETAIL m o W. _e BoltBpetlngf general..........................................(Fl ole 4)..............................................510-In. SoNepbdngfmn ocrerMdpes...._._...................(Fk8).....................................�@-In.s finer 6f C UJ Bell Emeseaen-ooaes..............................„.........(Flpe)...............................................SIII.a1 ® I C A-1 +°=+�D" A-1 1!2"=1'0" Q m PleaweBell odmeM-mere..n.Y.........................................1Fi08).„..........................._............_In.zi6' ❑ Of PsbiWeaner:............._..................................-...........(Fg8)....................,„..,,...................z 3•x3'x Y.• In I I S HEEfROCK N a 3.1 FLOORS I�I Fiber 3embg mama sane dewed......._..................._.(per 78DCA9i t21epbir 88)......_...._.._......._......... ® jl MozMum Floor Opening Dlm"nbn..........-„......................(Fp8)....._........................_....._.........�-JCnt 1r ❑ i f., K Fug Height Wall Slues at Floor Openings era pe leas s rIIIF_xmsr Wall(FIg 8)........................__........... ❑ - - K Mexonum Floor Jost Betbsexe •yl j ey - Lr�LSHEETROCK 6uPporing Losebeschig Wetle"Sheanrdl................(Fig 7)...__....................._._....._......_._..Lftbid ❑ I 9 Mamma Curb red Fla Mine Y_ g SuppaOgLdeeninvigWelavi naefl..............lFlag)........................................................110 sal ❑ _ _� .1-. STRUCTURAL _�+ - W00D SHEATHING FloorSiadrgd EndvType,ls....................._„....................,.....(flg8).............................M...............................D ® _ _ Fla 9hestiring Type......................_..............................,.(pa 7�CMR Chapter .................PLYWOOD E. eygpa® Ed NAIL O 6.O.C.O Floor6heedanO ThlCMtsas.................................................(Par 7gOCMR Chepsr 88l......................._&In, ® a rwanmeo ALL PANEL EDGES Floor Sheasl Fesleni tuasv oli 6 MIL VAPOR BARRIER. Shooting ro._............._.........._....................Bede 2L_•$tlnebd a 1^e0ya 12Z sges ® r re,e1 vAeaeoos - S eerasnaasuraeoms MID-DEPTH.USE O 66'OC U 4'1 WALLS SeeOdelonNeWPage BOLSTERS AS REO'D 6x6-W1.1.111A WWF 0 4 SLAB ., 5 J Wag HelpM OWAII W ` (Fig 10and Tama......................._8'0_8 s 10, ® ..�.Loaobeantrg wa h......................_............................... ) VerBcelentl 11od2oNelNdllnp VeNmI SW HorimnalNWlirg '''. 4- ' NueWSdbini WIN .................................................(Rg 10 and Tabs 5),...................... ft A ® br PeneiAOecresed ""'.`'. ;J,.H::�>'' y 4'CONCRETE SLAB NAIL 0 1D.C. STRUCTURAL OD SHEATHING z Well MA SPedrg (Flg lO and Table 6)...................JIL In.s 24^o.o. ® ka Panel Aenchmenl ::.::,.•.";:`,.-• +. Bd NAIL 0 1' O.C. O , L .................................._................... 2'RIGID INSULATION Q r Wall Belly Othes ................................_......................(Pigs 788}............._...................................h sal ❑ _ •• 8d NAIL 0 6'O.C.0 8'COMPACTED GRAVEL ALL PANEL EDGES CC 47 oodSanta Bs VIRGIN SOIL OR ENGINEERED H-13 CORNER DETAIL � � Z j a Loadbearsp-'I....................._..............I...............crews 8)...-..__..........,..__......2g_•gftQIn. ® °�• � FILL TO FIRM BEARING Mmaseneearmp wglN........................_._........_........(rude e).__......................_..... -�n41n. ® 1.GENERAL od' od" A-1 +°=1'0" O Q Uebla End WWI9recing 1.ALL WORK SHALL CONFORM TO THE 2009/RC&W/MASSACHUSETTS STA IF BUILDING Q U) FWI Height Endwall Said*......................._...................(Flo 10)..._...................._........_..__............._....... ❑ CODE 780 CUR REQUIREMENTS AND ITS APPLICABLE REFERENCED STANDARDS. T H WSP Aide Flow Lalgtlr...................._..........................(Fig 11).....................................-._ft awa ❑ Q Z H Gypsum CaUng Lisps(YWSP notuesco._...............(Fg 11)........................,....-....................ft a D.PN ❑ 2/T/S 1H£RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EX/STING 2-10d NAILS and 2 x 4 Conttnucua Lateral Bracer C 6 ft.am..ffg 11)....................................-_...................... ❑ CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO 2x4 LATERAL BRACE bays ® THE ARCH/TECT AT 6'-0.D.C. Q 7 or 1 n 3 baling furring ebbpa @ 16'spacing mn.wd12 x4 OlotlUng Q 4 f•spadfip h end Jddor erNe /ENGINEER ALL OBSfRVA DONS AND ANY D/SCREPANC/ES BEFORE L Double Tap Plate PROCEEDING WITH ANY WORK TRUSS OR CEILING 8010e Linos ................................___.................(Fig 13 aM Tam S)....,.................-...........$6 ® J.SUBMIT SHOP DRAWINGS FOR APPROVAL(FOR ALL TRADES INDICATED HEREIN). GYPSUM BOARD JOISTS III O 9plse Correction(no.d l9d camnal neibi)..._.........(Table B)._...._.......... ..... -....... _........................19 ® `�_- ll.DESIGN LOADS-RESIDENTIAL 1&2 FA MIL Y. G-9 CONCRETE SLAB DETAIL 1x3 FURRING AWC GNidd v Wood Coma addon in High Wind.Ama.110 mph V1d Zone I FLOOR Ulf LO405 GABLE END TRUSS /O/� � W LU Massachusetts Checklist For Compliance?BO cMR 8301.Lm l ATTICS WITHOUT STORAGE IO PSF A-1 +/2•=+'D° EL � Lr- G P ( ) ATTICSHWA LE STORAGE 20 PSF O •••� r //� G Londbaedrrp Wag CanrWUMdm HAB/TABLE ATTIC&BEDROOMS 30 PSF Sd COOLER EXTERIOR STUDS Cr_ / Lateral(no.d 1gal odmnon nds)................................(Tables 7)............__...........................___2rL M ALL OTHER ARFAS 40 PSF NAILS O 10.O.C. C LU Nm•lnadbeuing Wall Gann Hats 2,6' 2x4 BLOCK NAILED TO EACH BRACE IN 20 GAUGE STRAP. ^ LWaM lna.d184....made nWlel................................(Uhl.Id-................................_........_........ 02 GROUND SNOW LOAD 30 PSF FIRST JOIST SPACE W/4-10d NAILS 10-8d NAILS EACH ad Li L Bearing Wen Openlnpe(r.-d large d cl-I g b dh ud ack m openings far compe to table 9) END OF STRAP. Haeder8pem ........................................................(T.Ne9)..............................-..._.....a.8_LM"11• 0 JROOF UIE L040 30 PSF loch NAILSO 12O.C. Sul Plabi aparm ..... ..li a]10.s -..............„....................................(Table S)....................................... -.- al cooLER FWl�t He9hm(m.delude)...................................(rem ........................................................ 4 ®_� ® 4.mN0 L040 V=110 MPH,IXPO.SURE B. s ¢}� '•.. NatIBearing Wall Openings(anoa lagest opening but oheck all openings for conggdn NAILS 7.0.0 ce to Table 0) O . ...w'� ""�•" DOUBLE TOP PLATE _ Haider S ...........................................•................(Table B................................-..... a 12' ® •,,_,.... F Full Pbibi8 m (Table .......................................b91.J0•.17 ® llL CONCRETE Pone"""""""'""""""""'"""""""""""""' 1.ALL CONCRETE WORK SHALL CONFORM TO AC/3/8 AND 301 RfOU/REMENTS Bd NAILS 0 12'D.C. fug Hall Sheathing etude lM Pof ostal)lift we ll....................._.Ram W..................._................................._....2 ® EWeAor Warft"nosand . erne BheerBMugaleouWye THIS SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE 7ESONG PLACEMENT g,NwLs®g•D.C. F-13 CEILING DETAIL Mlnlmum Bmdrg Dlmanebn.W OF CONCRETE,AND CUR/TUG PROCEDURES -- NombmlHegMWTenes:Openbe .................................._...............,.._....................Se}wr _13 2.CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH: A_1 1/2°=1'0" _ADD 5%8H1M19N0 a)FOOTINGS&FOUND. WALLS BELOW GRADE-J000 PSI Bhsfslrg Typa..............................................(na4)................................_.............PLWlODO O b)SLABS 4000 PS/ Edge Nail BPedrg.........................................(Tam 10 or mbi a a I�.l........................�In. ® £"'>.:fi. :. Fldtl Nag SPaWng.........................................(Table 10)................................................._-12_In. ® c)ALL OTHER CONCRETE 4000 PSI 1' ,•j 3'" Shaer Connabbon(no d 18d enamor. ")(Tgba 10).......................................................y1$ ® J.PRONTO£TOTAL AIR ENTRAINMENT OF 6X(f)FOR ALL CONCRETE EXPOSED TO WEATHER. Perm Fun-HWyd6haa0dn.......................(7§m 10)........-............ .. may,-% ® 4.MAX/MUM WATER/CEMENT RATIO- WIC=0.45. (PROVIDE A HIGH-RANGE WATER 1800(G CAPACITY (3)2x1O'S W/�'PLYWOOD SPACER ................._..... E b%Addltlanal6haWhlnp forWaa wls OpeN�>e'e•(Deslpi Candeps).._............._„ fib REDUCING ADM/XTURf AS REQUIRED TO INCREASE WORKABILITY OF 7H£CONCRETE) HOLDOWNS SHOW(SILL BOLTS AS TYPICAL HEADER _ n: Mmtlmumominal athtof n,L NOT SHOWN FOR CLARITY - -'•"' (. Nominal HaIpM dTagen OpenoLd.....................•5111.......-...............................,-...88'se's' •® 5.CONCRETE R£INFORC/NC SHALL BE/N ACCORDANCE WITH ASTM A615 AND HAVE iHf ) DOUBLE TOP PLATE : ........................................................ADO ti%NIPATXINO . FOLLOWING MINIMUM YIELD STRENGTH, PLATE UPLIFT eheemkg Type..............................................(nm 4)..............................................PLYWOOD ® c)MAIN REINFORCING STEEL 60 KSl STRAPS AT DOORS Fil Men Spacing.........................................Roble 11 or ode 4 Rime)........................,•g._In. ®. b)TIES&STIRRUPS 40 KA AND WINDOW HEADERS Seds arCarn ction(ail Spacing ...................ncri.........us)(Taee 11).....................................................720. B+ 6.WELDED W)RE FABRIC SHALL BE/N ACCORDANCE WITH ASTM A185. ""-'- PheaConnsWontShdtechpOmmon......)Rees 11)......................................................22% ® ;- PaneWFUH/agM8h68tl11ng.......................(rem 11).....................................................$y% ® 7 UNLESS NOTED OTHERWISE,PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: 8%Matlomi Sheasing for Weg w"Dperd g>S'S•(DeWgn Conceps)..................... BT a)FOOTINGS 3 INCHES ..y" HEADER UPLIFT STRAP Wall Rabid fororWlM Spend?....................... ......................... b)CONC EXPOSED TO WEATHER OR EARTH_2 INCHES D •""""'•""""""""""'.............._.'..........._.. ® c)SLABS ON GRADE(WWF) (SEE TYPICAL DETAILS) j D p1.ROOFS 8.MAXIMUM CONCRETE WALL LENGTHS BETWEEN CONSTRUCTION JOINTS SHALL BE 60 FEET. PROPOSED FLOOR Bd NAILS 0 12'O.C. FULL HEIGHT STUDS Y Rod framing mannber spare ohedred?.......................(For Ragan we AWC Bpi rod,are B8M Webdbi) ® 9.REINFORCING LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI-318-95 FOR TENS/ON FRAMING JACK STUDS AT EACH END OF HEADER: U Rod Overhang...................................................(Figure l9)..............12JIL 9 endsrd 21 U3 lz LAP SPLICES CLASS B. UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING/N 8d NAILS 0 4'O.C. HEADER UPS� 2 FOR HEADER SPANS UP TO 4'WIDE; _ Trues or Rafter Cornecllone W Loedbeedng Walls PER/METER WALLS SHALL B£LAPPED 24'MINIMUM. 3 FOR HEARTIER SPANS UP TO 8'WIDE; U paPnacry Cce acbee 10XR4 DIAGONAL LEI-IN BRACE 4 FOR HEADER SPAN UP TO 10'WIDE U Upgft._.............................................(Table 12)............................................LI.-9gq Of ® 10-PROWD£CORNER BARS AT ALL WALL CORNERS&INTERSECTIONS MATCHING HORIZONTAL Ldenl.............................................(Tutls 12).............................................L=-Mpg ® REINFORCEMENT WIN 2'-6"MIN/MUM LAPS. APPROVED METAL STRAP 20 GA STRAP WINDOW SILL PLATE IWLI Bhesr............................................_.Bade f2).................._........_..............SO. PR ® IV.FOUNDA DONS MAY BE USED AS AN Rldpe Step Coa1esUWN.N odsr ties nd ueetl Per pqe 21...Bible 13)..............._...............T.�L Dg ® ATTACH TO STUDS a fp 1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING'DIG SAFE'AS � � ' Oehki Rake Outboker............................_...........(Flgun 20)...........]31�6aema0v d?"L2 ❑ AT 32'O.C. GO C Taseor Refsr Co .W-;i Non4Jledba0mg WWle WELL AS ALL APPROPRIATE AGENCIES AND MUNIC/PAL/DES TO AVOID DAMAGE TO C3 W Q Proprietary Can`asrs UNDB ) J.FOOTINGS SHADLL BETIS7NGS ES PRIOR TO T14E ALL E 4X 0MT OF AN 577E SLOPE OF 2 WINISHHORIZONTAL TO i VERTICAL, 3000 CAPACITY j BOOR 2x6 PT BOTTOM PLATES §?a C f Uplift................... (redo 14.........................._...........W 43Z 1b. ® 2.BOTTOMS OF ALL FOOTINGS SHALL BE 4'-O'MINIMUM BELOW FINISH GRADE � 1'HARDWOOD Labial M.dl8dodnmonn lls)- able l4....................................L-146 b. ® HOLDOWNS SILL BOLTS . Roof SheMoleMltg Type n.................................................(Per In.CMR Clupan BS em 68)............. ® UNLESS NOTED OTHERWISE(SEE TYPICAL DETAILS) J; T&G CAD FILE-- NO: HYANNS Roof Shemrtrg mltlsees...........................................511 s.z Tlle^YJBP........110...._.......................__ RoolSeseNsp FeWarrlg............................................gable 2)...................._....8p.4•EOOF.4•F1EL0 Fd 4.ALL FOUND. WALLS SHALL D FAC HIGH AFTER R DAYS OF CONCRETE PLACEMENT. NOT SHOWN OR C (THIS TIME MAY BE REDUCED/F A HIGH EARLY STRENGTH CONCRETE/S SUBSTITUTED PLYWOOD NOTES: PER APPROVAL OF THE ARCHNECT/ENG/NEER, OR/F TH£WALL/S ADEQUATELY BRACED) SHEATHING RIM BOARD DRAWN B' YE 1.IF THE MASSACHUSETTS CHECKLIST FOR COMPLIANCE(2009 IRC W/MASS AMMENOMENTS R301.2.1.1)IS MET IN DURING BACKFTLL OPERA DONS OF ALL FOUNDATION WALLS THE FILL ON EITHER SIDE � , SCALE: AS NOTED ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE REQUIREMENTS OF 2009 IRC OF THE WALL SHALL NOT EXCEED A 2'-0'DIFFERENTIAL, UNLESS THE WALL IS D£S/GNED B W MISS AMMENDEMENI$R301.2.1.1 fTEM1.IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL DATE APRIL 22,2015 B / FOR RETAINING ACTION. REV: STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 11oMPH GUIDE 5.FOR PENETRATIONS THROUGH CONCRETE FOUNDATION WALLS REINFORCE B EEL STRAPS PER DETAIL E-9/A-1 STEEL WALL AROUND PER/METER w/(4)-15 BARS,EACH FACE/N A DIAGONAL PATTERN B.20 GAGE STRAPS PER DETAIL E-13/A-1 EXTENDING 2•-6'BEYOND OPENING TYPICAL. r C.UPUFT STRAPS PER DETAIL L-9/A-1 EXISTING FLOOR FLOOR FRAMING D.ALL STRAPS IN DETAIL A-9/A-1 FRAMING DRAWING NO.: E.CORNER STUD HOLD DOWNS PER DETAIL E-9/A-1 ,,q,eL 2.EXCEPTION:OPENING HEIGHTS OF UP TO BET.SHALL BE PERMITTED WHEN 59:IS ADDED TO THE PERCENT -r" EXISTING CMU WALL A FULL-HEIGrR SHEATHING REQUIREMENTS. rV' 3.THE BOTTOM SILL PLATE IN EXTERIOR WALLS SHALL BE A MINIMUM 21N.NOMINAL THICKNESS PRESSURE A TREATED#2-GRADE. Am 1 A-1 I WIND ZONE CHECKLIST FOR COMPLIANCE I A-5 GENERAL NOTES A-9 SHEAR WALL DETAIL I A-13 1 STRAPS DETAIL A-1 I NOT TO SCALE I A-1 I NOT TO SCALE A-1 I NOT TO SCALE I A-1 1 1/2-1'0° 1 2 13 14 15 16 17 18 19 1 10 1 11 12 13 14 15 16 17 �r 1 2 3 4 5 1 8 1 7 B 9 10 11 12 1 13 1 14 15 1 16 • 17 DEMOLITION LEGEND LEGEND EXISTING TO BE REMOVED OO EXISTING DOOR DEMOLITION KEY NOTES: N EXISTING TO BE REMAIN EXISTING WINDOW 25'-10't EXISTING DIMENSIONS 25'-10.2 EXISTING DIMENSIONS CONFIRM DIMENSIONS G.C.TO CONFIRM DIMENSIONS •�"""�'� EXISTING EXTERIOR PARTITION TO BE 8'_7•} B'-5.3 B'-10•i ' ............ MODIFIED AS REQUIRED FOR NEW WORK. ' KEY NOTE EXISTING DECK AND RAILINGS ARE TO REMAIN. 8'-7'i_ B'-5•t B'-t0'i 2❑ EXISTING PARTITIONS ARE TO BE REMOVED. J EXISTING DECK TO BE MODIFIED FOR THE ADDITION OF THE NEW ADDITION.CLEAN AND -„max o_ UP* *' N �I�I� h M M-1 EXISTING/DEMO LEGEND PREPARE AS REQUIRED TO PERFORM ALL WORK. ��� 22 n 68. u- DN 22 C M 4 EXISTING DOOR,FRAME AND HARDWARE ARE TO BE REMOVED. r ---- -----I I j g 2 5� EXISTING DOOR,FRAME,HARDWARE ARE TO BE REMOVED,INFlLL EXISTING DOOR OPENING N I rn N N TO MATCH EXISTING. z z I EXISTING DECK GENERAL DEMOLITION NOTES: s o 3 fi EXISTING DOOR,FRAME,HARDWARE ARE TO BE REMOVED,MODIFY EXISTING DOOR FRAMING EXISTING DECK OPENING FOR NEW DOOR. *o i ABOVE b a i EXISTING DECK 1.GENERAL CONTRACTOR TO CONTACT''DIG SAFE'BEFORE ANY WORK BEGINS. 7❑ EXISTING WINDOW UNIT IS TO BE REMOVED,INFlLL EXISTING WINDOW TO MATCH EXISTING. 'm I P B,* 'i x 9 f q _ 2'-a•* _ LLwJ n n L 2.GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONOTIlONS BEFORE ANY WORK BEGINS.GENERAL CONTRACTOR 6� EXISTING WINDOW UNIT TO BE REMOVED.MODIFY B/OR PREPARE THE EXISTING $ - 4'-8k'i pROPOSED J'PROPOSED N O Lp TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES. OPENING AS REQUIRED FOR THE INSTALLATION OF THE NEW WINDOW. 6'PROPOSED OPENING EXISTING WINDOW DOOR fn y L 10'-5�'4 EXISTING DIMENSIONS 70'-9��i EXISTING DIMENSIONS o 2'- 2 1 14'-CC''3 EXISTING DIMENSIONS o C m m t FOR SIJOER DOOR DIMENSION OPENING OPENING �1• p O O 3.GENERAL CONTRACTOR TO TEMPORARILY SHORE EXISTING CONDITIONS AS REQUIRED TO PERFORM ALL WORK. SAW-CUT/MODIFY THE EXISTING PARTITION AS REQUIRED FOR THE NEW WINDOW OPENING. � 13 -_c+ � 0 O 1n m o q ' 4.PARTITIONS,FLOORS AND CEILINGS,ADJACENT TO PARTITIONS THAT ARE TO BE REMOVED,SHALL BE CLEANED, 10 SAW-CUT/MODIFY THE EXISTING PARTITION AS REQUIRED FOR THE NEW DOOR OPENING. 7 r--- --1 I I�-y I� r -TT- T,-I � C O � .�.. PREPARED AND/OR IN-FILLED AS REQUIRED FOR THE INSTALLATION OF NEW FINISHES/MATERIALS. 21 -- 21 I 12 4 I I I I 4 C m 11 INFlLL A:FRAME EXISTING FOUNDATION WALL AS REQUIRED FOR THE NEW 6'SUDER _ /___ 1 ]L -{ 5.ALL UN-USED ELECTRICAL A PLUMBING COMPONENTS ARE TO BE CUT BALK AND CAPPED IN ACCORDANCE TO ALL DOOR. _- __]1 �I ;"""""'""' __ -' O a SI a '.'.^ 1 ............................ _ APPUCAffiE CODES. t2 EXISTING EXTERIOR SHINGLES,BACKER MATERIALS,SHEATHING AND ALL ASSOCIATED 6.ALL PLUMBING,MECHANICAL,FIRE ALARM AND ELECTRICAL TO BE DESIGN BUILD AND PROVIDED BY THE OWNER. FASTENERS ARE TO BE REMOVED TO THE EXISTING STUD FRAMING.PREPARE STUB 21 L t K / ❑ FRAMING FOR NEW WORK. 30 30 III iU1I <EXXI L� 17 QUO K K-1 GENERAL DEMOLITION NOTES __- �____,�I 3 �____�U �_T__� �NG T 1J EXISTING FIREPLACE AND CHIMNEY TO BE REMOVED. BATHROOM 2 A-2 1�a'-1 14 IXISITNG CONCRETE LANDING IS TO BE REMOVED. LJ-L`,.J e ------- J ILO m- ------ EXISTING BEDROOM 13 15 EXISTING STAIR ASSEMBLY TO BE REMOVED.MODIFY THE EXISTING STAIR OPENING FOR NEW STAIRS LAYOUT. IX 23 23 z IX�^ EXISTING KITCHEN L =�'�"""'------- �- EXISTING COLUMNS IS 7D REMAIN. o -q 16 IX -FJ 7_ ____ _-.-_ .. EXISTING PLUMBING Fl%NRES ARE TO BE REMOVED. _ _ __ 30 ___-_____� o ----- --_ r----- r---- 2, a 0 b===----____-_--_ ----_-------- _--- IB EXISTING GURERS AND DOWNSPOUTS ARE TO BE REMOVED. - oZj ____________� _-__-___ __� - � o Q ________ ____ .19 I � _ ____________ Ir--____Jr _ �:. ............... -_:__:__._.___._.._.__._._..._, 2%8)BEAM ve � � zt __ �b "V 0 o c o: s s c W G --"--- '-'-'- ? z EXISTING 3 2XB B IXI NC 3 ISTING 3 XB BEAM ? "o .. 19 EXISTING ROOF STRUCTURE AND ROOFING TO BE REMOVED INCLUDING BUT NOT --_ __ L_(�_ __ (_Z 2L___= Flfl_ EXISTING CLOSEF EXISTING Z - - SHORE THE EXISTING STRUCTURE AS REQUIRED TO PERFORM ALL WORK. - o o -'T'I 24 2 , - 2 CLOSE[ '' MITED TO ROOF SHINGLES,SHEATHING,FRAMING,TRIM,GUTTERS AND DOWNSPOUTS, h LLJ FASCIAS AND SOFFITS AND ALL ASSOCIATED FASTS ILY ZS LP ZS O--! - .... .. ... - .. .. FASTENERS.G.0 TO TEMPO L _------- - - - - L_. -- L _. - - �o _ za a 1 J = '�Y'F T TT'r...-1 r tom( TgTT�'-�7 r�r�m 11-�L 20 EXISTING GABLE END VENTS ARE TO BE REMOVED. _N - -7 ILL�IIC�II 30 �12 15 O\ 4 H IB yl li I ICTI I I IK�I 1_ 711 I I�il1 1IK- 18 21 EXISTING FOUNMTION WAll TO REMAIN. r --�`-I- 30 30 g O `J--4 12 O Q H aIIII�R®IIIIeF �l Mall Ilalalll�illBF EXISTING LMNG Z �rlll 7 11 b-II B II©C�II CIE doll B Ilalall 7 1IBt 22 EXISTING P.T.STAIRS TO REMAIN. p 5'Lm 23 Ix IXII 7 Bm � I IL I IAI IC �IIF�III� 6 k �Blli II I�1®III =11®� 23 EXISTING WINDOWS UNTIS TO REMAIN. 15 `'S® OII -,� I EXISTING BEDROOM I I� -+_�L, X-J-I�d1�-J-�_I F 'i ��}i Irv,1- `}J a lO 0 Z - : C -- -- 24 EXISTING(3)2X8 BEAM TO BE REMOVED.CLEW AND PREPARE AS REQUIRED TO 25 LB > Z PERFORM ALL WORK. LS 2-__ --III IK ___ W Q ______ Il- O W - 25 EXISTING ELECTRICAL PANEL TO BE REMOVED AND RELOCATED. L---J I L- - 12 f GRADE --___ -___ �________ ___ 27 r--� $ 30 1 70 O ` - -- - G 26 EXISTING FURNACE TO BE REMOVED AND RELOCATED. 26 21 21 12 7 12 8 12 iO� 10 B 12 7 W G •PROPOSE L--� I-- --I I-----,� L--- 4_ q. EX o q q w (n DOOR 27 EXISTING RAILING TO BE REMOVED. ::..;.. __ _ :..:.. -- __ ___.:....::: /� EXISTING DIMENSIONS 0 ENING ,2'-1 4 EXISTING DIMENSIONS <T� O LL I I 28 IXISDNG POST TO REMAIN. 21 O � L----J� 14� O O M A I I 29 EXISTING CONCRETE FILED SONOTUBE AS PIER TO REMAIN. PROPOSE 1 21 I 12'-1'!EXISTING DIMENSIONS DOOR 12'-1'3 EXISTING DIMENSIONS SAW-CUT EXISTING STAB FOR NEW FOOTINGS. 27'-3�i EXISTING DIMENSION OPENING I I G.C.TO CONFIRM DIMENSIONS 27'-3'3 FIRM DIMENSION G.C.TO CONFIRM DIMENSIONS F-1 EXISTING/DEMO EAST ELEVATION I F-5 DEMOLITION KEY NOTES I F-8 I EXISTING/DEMO BASEMENT PLAN I F-12 EXISTING/DEMO FIRST FLOOR PLAN A-2 ua=1'0 A-2 ua^=,'o A-2 A-2 Z E 5 d E 13 w?Hw F-Q> B ____=___ _�� � ___ __ 13 -� ______________ _____��� to Ow}W000 D _ ____ _ __ _ =_ _ ____ _--_ ___ ____ -- _____________________ f3 3C p 1� _______ _________— 16 18 =_____________ _____ ,e 16 --—-_-_____________ __-__—=r� w z z w w w ----�_—F===---_______ �---- - _ �__�___�- -- r--�_—___ - 0 0 O o 0 0 '. .`l-== ---- ---- - ------ _.EmI.lt=_���=-_ __ ==J�mlli_ L--_---__ C7FH(7C7C7 AIL==== =F^II; �� IIIF=====_-__ to JI I - I I`-==--_-= I - =__- Z 7 7 Z Z z ----- _ _ _ _ -- - - ----- -- a F==a ----_ � r-===__ �____ =C1 I�===_._____- - ----- B i ----- B _-__- - a I -f a i----h 7 is---- ---- h - F0 O H H H =F=1 6- �IIF==- t2 _--___ -' � �__� _ ___� -= y UU === __ = i -- ----- 0 ------------------------------- �----- ------- ------------------------------- -------- -- __----------___-----......---___--- liTllll11ii1fII�T1111111111111[11111111 i - --'- -'--..-_ 903 p ------------------------------- ------------------------------- nllrnmlTlrnmrnm --------=---------------------- ...__.__.____......_.....__._..___..._._.___._.__.___.____..__......_.__.___ I illIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII __________ ___ __ ___ No: __ II IINII II II II II II II II II II II II II II -- -- -- - --- IWIL...... I�LIWLLIILII1LfLLl = _ _ - _ - -- -- -- _ ---_ J1iLIJ LB Lill ILIJ11l I _ .. ------- - - --- DRAWN BY.CAD FILE:- HYAN,N.IEs c GRADE - GMQE --___ SCALE' AS s 23 .». ._. ' 'a..+z �.. �- .- _ 23 x DATE APRIL 22,NOTED2155 23 , 28 xn.,qya. 3 j 21 28 �'' ", 1�74.��` "ts'�Y- � J 1 _ _ .29 I REV": 7 xx �+e�' �^ \" zz -- - ` g1fl '+','4w, B �• i x 28 .: y l S 28 13b !.x {;� 8{ "1Z`V B GRADE GRADE '"^ s ,�n ... "^ .. ...,�.. F:.s.;u,^ ._ GRADE GRADE " .. -u .,c r ___-______-L DRAWING NO.: 'GO- 0_ t 29 I I I I I I -_-________________________J h„ 6 PROPOSED OPENING i29 I 29 I I 29 I I I I EXISTING DIMENSIONS I I FOR SUDER DOOR EXISTING DIMENSIONS I I 29 I I 29 I I 1 r ------ill I I I I rt'1-----------t7-----------t4---------- � I I I I Irt------ � L-____--- LJ LJ LLJ___--_____�J__-__-____11______-_--L-j-J LJ LJ LLL_____-J A=2 " A-1 EXISTING/DEMO NORTH ELEVATION I A-7 EXISTING/DEMO WEST ELEVATION A-11 1 EXISTING/DEMO SOUTH ELEVATION A A-2 1/4-1 A-2 1/4-1'-p• A-2 1/4•=r-D• 4 5 8 7 8 9 10 11 12 1 13 1 14 16 17 • 1 2 3 1 4 1 5 1 6 7 8 9 10 11 12 13 1 14 1 15 1 16 17 N N LEGEND M WINDOW SCHEDULE O EXISTING WINDOW C M MARK OTY I MANUFACTURER SERIES MODEL b ROUGH OPENING DESCRIPTION $ R ® T EXISTING PARTITIONS N ® � A 20 ANDERSEN A ADH2644 2'-SJ'x 4'-3�' DOUBLE-HUNG Np B 2 ANDERSEN A ADH2430 2'-31"z 2'-111" DOUBLE-HUNG EXISTING 2X4 PARTITION WITH NEW L -� C 1 ANDERSEN 400 CR23 2--9j'x 2'-11}a' CASEMENT 2X8'S FRAMING PARTITIONS N p rn •,o •,o •,o w NOTE: SOME OF THESE WINDOWS TYPE�ARE DOUBLE. CONFIRM LOCATION OF DOUBLE _ f�C WINDOWS WITH PROPOSED FLOOR LANS AND PROPOSED ELEVATIONS � • "ffi- '� NEW PARRDONS L a FINISHED BOOR -EACH BEDROOM MUST CONTAIN AT LEAST ONE -ANY WINDOW WHOSE S 0 WINDOW THAT MEETS THE FOLLOWING CffERIA: SILL IS LESS THAN 18' m Q T=_ ..A B C CLEAR WIDTH = 20" ABOVE THE FLOOR MUST C�AC! y CLEAR HEIGHT= 24' HAVE TEMPERED GLASS. mp ¢ CLEAR AREA =5.7 SQ. FT. 1= m "PER 7B0 R310.1.1 MA AMMENDMENT N EXCEPTION: DOUBLE HUNG WINDOWS SHALL HAVE A MINIMUM NEW CLEAR OPENING OF 3.3 SQUARE FEET. K - PER 780 R310.12 MA AMMENDMENT K DIMENSION -THE MINIMUM NET CLEAR OPENING DIMENSIONS SHALL BE 20 INCHES BY 24 INCHES IN EITHER DIRECTION. J-1 PROPOSED WINDOW SCHEDULE ELEVATION AND NOTES J-13 LEGEND 06 Q 3 A-3 1/4"=r-0' A-3 1 0­12' W Q w cr EXISTING DECK WILL BE MODIFY EXISTING STAIRS TO C� Z > O V H WITH NEW PT BEAMS AND POST, 17'-7't REMAINDZCK DECK ^^ REFER I L �+----0 TUNE----------- �' ---- OUNNE----------- FO NU DATION TO PLPLANNGFOR OLOCATIONS O vo-i ol> 2' UP al A YAW UP ON ^ H z Q o k n�US -_o= `2•* 5-18• A 2-7d A 5-1d• 43 9 * VP .NS DNI 1 DECK OUTUNE _ F 4S-1 r c DECK OUTLINE o 0 I--— — 7 I I Op I I —_--__ 7!a', L L J J L J e'— a'—^�' a'—^�• « B—10't W O w } = a EXISTING DECK 0 lY GONG FILLED PT 6x6 POST W/ < 0 PT 6.6 POSE W/ PROPOSED THREE W b SIMPSON POST CAP SONOTUBE AS PIER. SIMPSON POST CAP 12'CONC.FILLED S BOTTOM 0 48'BELOW &BASE,TPICAL A SEASON ROOM EXTERIOR WALLS: V J it &BASE,TYPICAL la ?I Iz }'EXTERIOR GRADE PLYWOOD - SON AS PIER. 24•x24'X12•GONG - :1 - GRADE,TYPICAL ;1 ++ �I Iy of `8' I� W/AIR BARRIER SIMILAR TO E%ISTING DECKBOTTOM O 48'BELOW FOOTING W/3/5 I _ INFlLL EXISTING OPENING TO 1 • 1GRADE,TYPICAL REBARS EACH - Ic o MATCHEXISTING « NEW 3'0'X6'8' •I lWIX',uWAY,TYP Icxil A FRENCH DOORS 2X6'S 0 16'O.C. aofW/R-21 INSULATION,GYP.BD. LISTING DIMENSIONS AT FIRST FLOOR 8'-4" 8-4d' 8-4d' I I 8-4d' 8-4�' 8-4�' „i A W/6MIL VAPOR BARRIER. P rl 1 1 r 1 * * 11 I * A * A I A A A A F I S'-10�'f 15'- 'fi 5'-1 'f 5'-10k'f 2' 10' 4' '-7 5'-10k'i w 79 e / i a •`si NEW W0'X6'8' "b =- NIT•- 2f �. 13- * " �' •'I' .' a .,y } NEW 3}'0 Y� SUDER DOOR INSTALLED 2%6'S ;H ,.ny � 5 a l.' 'a•* COLUMN COLUMNEW N LALLY •f A ADJACENT FRAMING A Z EXTERIOR WALLS �c INFlLL EXISTING EXTERIOR GRADE PLYWOOD 8- 8'- 8'- 8'- _ OPENING TO MATCH EXISTING 2X4 W P1R BARRIER SIMILAR TO'TYVEK', Z * FRAMING.NEW PROPOSED / z E E B5 RE BAR AS DOWEL NEW PARTITION,TYP STUD FRAMING DINING ROOM A 2X6'S O 16'O.C. d FRAME AS REQUIRED TO BE SPACED - W R-21 INSULATION, IZ Z FX 12'LONG,0 12' IX D( FOR NEW 6'SLIDER IX •I / d VERTICALLY DRILL AND •i �NPH POSED 16'O.C.MAX. BEDROOM }'GYP.BD. Z O S U 36'x36'X12'CONC FOOTING GROUT,1YP. DOOR ES �+ . W/6MIL VAPOR BARRIER. g !L Q= W/3 e5 REBARS EACH 5 LL 2 0 Fn 2 6 WAY lYP 2 6 z , I 2X45 0 RIOR W6'O.C. N 2 00 LL U 11�J L z 4'- t 3' 1 2'- 11'- i `3�p 1� {;L EXISTING EXISTING FMSQAENF �• -11' O LIJ J r m W/}'GYP.BD. PROROS@ o Gl CM WALL PLUMBING EACH SIDE �QHSI�d W N Q 0 wT CHASE WALL ED o B O FA U U 3 kk p EW 3}'0 LALLY 0 eB TO'Xs' O Q w ��COLUMN 10 ti •i A LL m LL N D ®RI BIERS yp _._ .._ .__. __ 0 0 O O O Z PROPOSED OODi •i z A '-S" W W W W W Q n U c� n m w , ti PROPOSED RAILWAY STAIRS 10 TREAD r i U y f/J U U p I I NEW •0 0 4. a PEOP4FEQ - 9'-T a'- 9'- O O O O O Z v'•3 3}"0 LALLY «'? LALLY ON N PROPOSED INTERIOR WALLS, o pN OL EL CL a CL w 4'TH.CONC.SLAB COLUMN o 4' 1�' (3)2X6 COLUMNS 21'-9' COLUMN PLUMBING MUD ROOM/ 2X4'S 0 16'O.C. - ?. O O O O O (J REINFORCED W/ W/10'x10'4' 24'x24'X12' m /}• �S }. d 1 1 d d W J WWF,6MIL VAPOR " INTERIOR WALL CHASE W x .a.r f9� W �'BD' d B POCKEI6DOOR, POCKET2'86DOOR ¢Ir EL Q Q W w BASE PLATE W/ GONG FOOTING •i •I ® �+ "S' EACH SIDE F I H BARRIER,OVER MIN. 4 0 ANCHOR W/3 @5 Dc /}• E7L O 13 RISERS 2%6'S O 16'O.C.W LS PROTECT•N0:• 903 a"COMPACTED ()i• GYP.Bp.EACH SIDE a1 • Pam. --m SHOWER PROPOSED I PROPOSED I CAD FILE HYANNIS C RE84R5 EACH 10"TREAD DRAWN BY: YE C GRAVEL JBOLTS,TYP. WAY 11P ^m 0 8'HIGH A N '�;" 12 RISERS •i KQCHEH O HIGH NEW 3}'0 13 RISERS WALK-IN CLOSET IXISRNG LALLY 0 8'HIGH ®' SCALE: AS N07m 0'TREAD CMU WALL • UPCOLUMN P a 10'TREAD DATE APRIL 22,2015 } •Nf",`1� " 3'-i �f NEW 3}'0 TALLY (3)2X6 m •I L A-1 6 .OS'�c� A-1 COLUMN 6 _1 COLUMN I I I o BW- _1 / 1'-6' REV' n-a A-6 - - PT 6x6 POST W/ 8'-7'3 10'- t 12'PIER. FILED SONOTUBE 6 8'-2k•i B '�' AS TER. FILLED SONONBE 3'-8't AS PIER.BOTTOM O 48' 4'CONCRETE AS PIER.BOTTOM O 48' •I SIMPSON POST CAP S 6• 9-17 9'-11' 3•_a'* B BELOW GRADE,TYPICAL P. BELOW GRADE,TYPICAL ;.• &fl45E,TYPICAL C PT 6x6 POSL W/SIMPSON 1?@4HQS@ A B A ❑ POST CAP&BASE.TYPICAL ❑ ❑ PQHCH ❑ DRAWING NO.: 27'-3'f EXISTING DIMENSION 3 A 27'-3't EXISTING DIMENSION 27'-3t' IXISHNG DIMENSION 27'-3't EXISTING DIMENSION G.C.TO CONFIRM DIMENSIONS G.C.TO CONFIRM DIMENSIO DIMENSIO A A-1 PROPOSED FOOTINGS G.C.NPLAN A-5 PROPOSED BASEMENTNPLAN A-9 PROPOSED FIRSTMFLNOOR PLAN A-13 1 PROPOSED SECOND FLOOR PLAN A-3 1 1/4-1f A-3 1 1/4^=r-0• A-3 ll4^=1'-0 A-3 1 1i4-1- 1 2 3 4 5 6 7 e 9 10 11 12 113 114 15 18 17 2 3 1 4 5 1 8 1 7 8 9 10 111 ' 12 1 13 1 14 1 15 1 16 17 A-1 __--CONTINUOUS RIDGE CE VENT 4' ",--CONTINUOUS RIDGE VENT N N qp, 1X4 PVC FASCIA BOARD-,, /\ LE END VENT — EQUAL TO KOMA �"-` 30YR ARCHITECTURAL SHINGLES, 3GYR ARCHITECTURAL SHINGLES, _ 15}FELT ROOFING PAPER, _ 15#FELT ROOFING PAPER, 1X6 PVC FREEZE BOARD Yy'T&G PLYWOOD SHEATHING. �•T&G PLYWOOD SHEATHING. EQUAL TO KOMA 3'ICE&WATER SHIELD 3'ICE&WATER SHIELD AT All EDGES&VALLEYS. 4'ALUMINUM GUTTER AT ALL EDGES&VALLEYS. 12 6� — 1%8 PVC FASCIA W/DOWNSPOUTS — BOARD EQUAL TO ......... ......_...__.. _ _......_. ._ .._... ........._ .- KOMA 4'ALUMINUM GUTTER 1%8 PVC FASCIA BOARD y— V M -- W/DOWNSPOUTS EQUAL 70 KOMA .,.,....... C M ,.K TOP PLATE TOP P,ATE 8'O.H. is N VO.H. 1'OVERHANG 8'O.H. U 4•ALUMINUM GUTTER VENTED SOFFIT EXTERIOR WALLS: L N W DOWNSPOUTS - _ VENTED SOFFIT / ® RON 1X10 PVC FREEZE BOARD ® } EXTERIOR GRADE PLYWOOD NTED SOFFIT 30YR ARCHITECTURAL SHINGLES, N O W EQUAL TO KOMA W/AIR BARRIER SIMILAR TO co O •� VENTED SOFFIT - •j TO KOMA FREEZE BOARD EQUAL 1%4 PVC TRIM AROUND ALL SIX• i FELT ROOFING PAPER, 2 y 'co) m 1X10 PVC EEQE A - A: DECORATIVE VINYL WINDOWS&DOORS TYP. 2%6'S O 16'O.C. NEW VINYL SIDING 3'CJE&WYATER SHIELDOD H LNG. T W U at T SHUTTERS,TYP. - m 1X6 PVC CORNER BOARD EQUAL A: W/R-21 INSULATION, AT ALL EDGES&VALLEYS. IL < BOARD EQUAL TO - -- TO KOMA } GYP.BD. 12 H y w f0 L KOMA W/6MIL VAPOR BARRIER. ad C N rn c6 00 L 1%4 PVC TRIM AROUND ALL 4'ALUMINUM GUTTER W/.._.__ ...._._...__ .._. ..._ .-_._.... ...._..-._-..._.._.. WINDOWS&DOORS 1YP. ._. _ _ m cr Ip N PROPOSED SECOND BOOR 6 PROPOSED SECOND FLOOR DOWNSPOUTS -- 2 1%6 PVC CORNER BOARD - I%10 PVC FREEZE BOARD EQUAL C W. - "'• EQUAL TO KONA 4'ALUMINUM GUTTER - 1'O.H. TO KOMA C c 1X6 PVC CORNER _ W/DOWNSPOUTS Fu KOMAD EQUAL TO -- - C _- - NEW VINri SIDING A A A IXISITNG STAIRS N ® _ 1X6 PVC CORNER BOARD EQUAL 74° DECORATIVE COLUMNS ® ® TO NOMA K FXTFRinR wAiic: COVER OVER P.T.6X6 K }'EXIETIIOR GRADE PLYWOOD POST. f W/AIR BARRIER SIMILAR TO TYVEK', ---- a --- ----- 1 O.C. 4'CONCRETE PAD W/R •-°r W/ -2 INSULATION, INSULATION, EXISTING FIRST FLOOR }'GYP'BD. =, EXISTING FIRST FLOOR W 6MIL VAPOR BARRIER. GRADE GRADE GRADE GRADE ARAnF -EXISTING DECK FRAMING- I \-4 DECORATIVE COLUMNS I I J I I I I OVER P.T.6%6 POSE. 12'CONS.FILLED _ Q12'CONC.FILLED SONOTUBE AS PIER. INEW(2)PT 2X12 BEAM a(Y%SONOTUBE AS PIER. 'CONCRETE BOTTOM O 48'BELOW I I'a I STING >', Z W •i BOTTOM 0 48- BELOW PAD GRADE,TYPICAL RETAINING .,w PT 6x6 POST W ' _ GRADE,TYPICAL L J L J L J I WALL b SIMPSON POST L L EXISTING FOUNDATIONS BASE,TYPICAL r BELOW GRADE I A I EXISTING FOUNDATION-� ^_ _ I- Z M --- BELOW GRADER- LL EXISTING&SEMENf FI.00R I I ETfISTING BASEMENT f100R I -°•. O Q W r -=- ----------------------- � r ----------------_ `` O L_____________________________________J L CONIC.FILLED Z / H 25'-1j'J:IXISRNG DIMENSION I -~SONOTUBE AS Q O Q H 27'-3'3 EXISTING DIMENSION 24 x24•%12'CONC FOOTING CoV/ T - y BOTTOM O 48'BELOW W/3�5 REBARS EACH _L r ____ -1 GRADE.TYPICAL WAY,TYP r Z H-1 PROPOSED EAST ELEVATION H-8 PROPOSED NORTH ELEVATION L_J L_J Q / - Z A-4 ,ia=T'°' A-4 1/a^=1'-0 w Q Lu A-1 0Z > >" A-6 O W W = G.. G -_—CONTINUOUS RIDGE VENT q• cr U) L ONIINUOUS RIDGE VENT G '� � V/ r'^ 30YR ARCELT ROOFING P SHINGLES, O V J I%4 PVC FASCIA BOARD LE END VENT 15/FELT ROOFING PAPS, EQUAL TO KOMA - 3'T&G PLYWOOD SHEATHING. 30YR ARCHITECTURAL SHINGLES, NIT ALU 3'ICE&WATER SHIELD 15}FELT ROOFING PAPER, LL 1 1X6 PVC FREEZE BOARD ""-'-- - '-'--' AT ALL EDGES&VALLEYS. EQUAL TO KOMA }'ICE PLYWOOD SHEATHING. _.:.:_.-.-.. � 3'ICE&WATER SHIELD 12 1%10 PVC EEQE BOARD � AT ALL EDGES&VALLEYS. F 1X8 PVC FASCIA 6� EQUAL TO KOMA 4'ALUMINUM GUTTER F BOARD EQUAL TO W/DOWNSPOUTS KOMA 4'ALUMINUM GUTTER — W/DOWNSPOUTS 1X8 PVC FASCIA BOARD ,$OPP PLATE AK PP PLATE EQUAL TO KOMA 1'0 .H. 1'OVERHANG 8.O.H. 8.O.H. 'ALUMINUM GUTTER VENTED SOFFIT 4 4' DOWNSPOUTS _ _ Fffll VENTED SOFFIT _ _ 30YFt ARCHITECTURAL SHINGLES, 30YR ARCHITECTURAL SHINGLES, 1%6 PVC CORNER BOARD EQUAL x ..._-...--__.... 15#FELT ROOFING PAPER, ^!+ 15}FELT ROOFING PAPER, 1X10 PVC FREEZE TO KOMA E E VENTED SOFFIT __......—_._.._..-_._—_-.......-___..._... }i'T&G PLYWOOD SHEATHING. -m }'T&G PLYWOOD SHEATHING. KDO EQUAL TO Z O O m 1X10 PVC FREEZE - A A A A. - 3'ICE&WATER SHIELD 3'ICE&WATER HIELD 'A A Z BOARD EQUAL TO AT ALL EDGES&VALLEYS. AT ALL EDGES&VALLEYS. 30YR ARCHITECTURAL SHINGLE, O Q Q KOMA 4 Q 12 4p _ 15/FELT ROOFING PAPER, Q > al 4'ALUMINUM GUTTER }'T&G PLYWOOD SHEATHING. T J J PROPOSED SECOND FLOOR W/DOWNSPOUTS PROPOSED SECOND FLOOR - -;e,. 3'ICE&WATER SHIELD 'J` W W ........._.... _... __ _..... ..__.. ....... .... ___._ AT ALL EDGES&VALLEYS. LU _- W _ 2 2 VENTED SOFFIT EXTERIOR WALLS: 3 Z N D 1X6 PVC CORNER 1X6 PVC CORNS 8'O.H. O O D BOARD EQUAL TO -1X4 PVC TPoM' BOARD EQUAL TO }'EXTERIOR GRADE PLYWOOD KOMA ® AROUND ALL Moll 1X10 PVC FREEZE BOARD KOMA ® W/AIR BARRIER SIMRAR TO 4'ALUMINUM GUTTER 0 o 0 WINDOWS& - EQUAL TO KOMA O O N LU2X6S W/DOWNSPOUTSW W W W1X6 PVC CORNER BOARD a 1X4 PVC TRIM W/R 0 1fi'O.C.EQUAL TO KOWA AROUND ALL __._.-.._. _„__._ A W/ft-21 INSULATION, DECORATIVE COLUMNS a a a CL WINDOWS& SWUM }'GYP.BD. COVE OVER P.T.6X6 0000 i NEW VINYL SIDING DOORS TYP. W/6MIL VAPOR BARRIER. P0ST S Q S 2 aaaa EXISTING FIRST FLOOR EXISTING FIRST FLOOR _ -- 4'CONCRETE PAD EXISTING DECK FRAMING- -EXISTING DECK FRAMING- PROJECT N0: BE CAD FILE HYANNIS C FRONT OF THE HOUSE) • - BY: YE - f](fERIOR WALLS: IXISRNG ! ').. I I DRAWN NEW(2)PT 2XI2 BEAM }'EXTERIOR GRADE PLYWOOD STAIRS NEW(2)PT 2X12 BEAM - - x�IXISTINGs RETAINING WALL I i I DATF-SCAL AS NOTED W/AIR BARRIER SIMILAR TO TYVEK', '�° I yZ- i -t-12'CONC.FILLED MTE MWL 22.2015 I 3 I I SONOTUBE AS PIER. �V: PT 6x6 POST W •1 - �P<6x6 POST W/ W/R 0 16'O.C. PT 6x6 POST W EXISTING FOUNDATION- I L J BOTTOM 0 48'BELOW c SIMPSON POSE .SIMPSON POST W/R-21 INSULATION, SIMPSON POST BELOW GRADE GRADE,TYPICAL BASE.TYPICAL - BASE,TYPICAL }'GYP.BD. BASE.TYPICAL ' I 4 - _' ..... .. ;, •-.... W/6MIL VAPOR BARRIER. B GRADE EXISTING BASEMENT FLOOR GRADE EXISTING BASEMENT FLOOR I B I I I I z'coNc.FILLEDt I I _ __-- l IXISRNG SONOTUBE AS PIER.BOTTOM J I I I STAIRS II I I II I II 12'CONC.F] pI ' I �_________________________ s 0 48'BELOW GRADE,TYP. 24 x24'%12•CONC FOOTING I I z I I I I I I I I W/3/5 REBARS EACH BONONBE/S PIER, I F ------c }�f------- BOTTOM 0 48'BELOW - 24 x24'%12'CONC FOOTING DRAWING NO.: L LLL GRADE,TYPICAL < FW/3}5 REBARS EACH �i _----1J ______ ______L-1____--___L_ J _J WAY,TYP L A=4 AA-1 PROPOSED WEST ELEVATION 27-74 EXISNG DIM NSION A-8 PROPOSED SOUTH ELEVATION25-, f EXIS NG DIMENSION A 2 3 4 5 8 7 8 9 10 11 12 14 1 ,B 17 1 2 3 1 4 1 5 1 6 7 B 9 10 11 • 12 1 13 1 14 1 15 1 16 17 N N M M LEGEND LEGEND V N THE PRE-ENGINEERED WOOD ROOF AND FLOOR N LOWER ROOF PLAN TRUSSES,PLATES,BEAMS,CONNECTORS AND BRACING L j ARE TO BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE N LOWER ROOF COMMONWEALTH OF MASSACHUSETTS.ALL TRUSS t co TO ® ICE AND WATER SHIELD DRAWINGS ARE TO BE STAMPED AND SIGNED BY THE = n n STRUCTURAL ENGINEER. T W U L A2 y y L 30YR ARCHITECTURAL SHINGLES, 15�FELT ROOFING PAPER, 3'T&G PLYWOOD SHEATHING. m 2 U m J'ICE&WATER SHIELD C AT ALL EDGES&VALLEYS. Go o QQ 0 N LL K K J-1 I LEGEND AND NOTES 06 Q J A-5 ,/<=ro W Z OQZct F- C) Z O(L H PT 6x6 POST W ^--.-. DECK OUtiNE _______ _ HURRICANE g1P5 OWNSPOUT U) N SIMPSON POST 12•CONIC.FILLED SONOTUBE t j TRUSS END,TYPICAL Hl ��n 4'ALUMINUM GUTTER V Z BASE,TYPICAL. i.- I I AS PIER.BOTTOM O 48' BELOW GRADE,TYPICAL lECli OUTLIVE � -- I :.:; 3�: o'S =-�--�-�� -TLT_,�_� � I � N (2)Pf 12 N ( PT 2X7 B EW 2) 2%2 B _._— -__.— ., THE PRE-ENGINEERED WOOD ROOF ! IT 4•ALUMINUM GUTTER W - TRUSSES,BEAMS,PLATES, _ �-� W G IIIIII III III .. a .... ."'. CONNECTORS AND BRACING ARE TO I ..... x .. ^O^ u 0 BE DESIGNED BY A PROFESSIONAL I I..L II '`"TILL' III III THE PRE-ENGINEERED WOOD FLOOR STRUCTURAL ENGINEER LICENSED IN 30YR ARCHITECTURAL SHINGLES, I ` Ir TRUSSES,BEAMS,PLATES, ! ?^.: THE COMMONWEALTH OF ..� O 7_ VJ CONNECTORS AND BRACING ARE TO BE MASSACHUSETTS.ALL TRUSS 15�FELT ROOFING PAPER, ICI : I .: �'T&G PLYWOOD SHEATHING. A W �' 4 �a STAMPED STRUCTURAL ENGINEER�LICENSIONALED IN f3' ANDDRAWSIGNED Bf THEINGS ARE TO ESTRCNRAL 4 AT TCE&WATER ALL EOC6 B VHIELD ALLLYS. , THE COMMONWEALTH OF } QVE,iHAHO T DYI3LHANG �� ENGINEER. ALUMIN ailll .iIIII IIII IIII� I MASSACHUSETTS.ALL TRUSS DRAWINGS GUTTE . ! D(IS11NG P.T.FLOOR JOIST ARE 10 BE STAMPED AND SIGNED BY �' III IIII SU 0 G E ISRN III III THE STRUCNRAL ENgNEER. DOUBLE PRE-ENgNEERtD BOOR 2X8 :qT2 t5��, 412 BLDGKING TO BE PROVIDED AT PANEL EDGE'S IN THE 412 _�' 4'12 ! TRUSSES UNDER PARALLEL WALLS OUTLOOK t!{': FIRSf TWO TRUSS SPACES AT A MAX OF 4'O.0 4 ALUMINU DEC O 1 0.. :. GUTTER 7Yp, SPACING 2-8d COMMON NAILS BLOCKING TO RAFTERII F N (2)f'f 12 N ( Pf 2%12 8 NEW 2) 2%2 B 16.O.C., L'' 2-16d COMMON NAILS RIM BD TO RAFTER. ,. •DOWNSPOUTI F (3)2X10'S (3)2X10'S (3)2X10'S TYPICAL 3 2X1 S 3 2X1 S OWNSPOUT -- - N (2)1�I(11 LvL'S N (2)1 1�'L 'S N (2)1�X1 •L 'S m -- - - — -- -_ --- — - _ — - g a - a IN.LY LALLY COLUMN LALLY - - - _ __ ELw o COLUMN '^ COLUMN II"� I n HURRICANE CLIPS REQUIRED AT HURRICANE CLIPS REQUIRED AT = Z EACH TRUSS END,TYPICAL EACH TRUSS ENO,TYPICAL. ICE AND _ - Wz Q2Q LL LL o WATER - E - b - - SHIELD k ILL0. 2 E Dt IXISRNG 2XB FLOOR JOIST'O 16,O.C. '' PRE-ENGINEERED WOOD fl00R TRUSSES'O 24''O.C. 6:12 6:12 - ¢O d a I III m LL j p II II 1' OVERHANG 1' OVERHANG UL Q°id o6 TFl Ull1Y .LALLY COLUMN. LALLY CROSS BRACING,TYP. .. .. .. .. LL Z 2 lL W COLUMN COLUMN - - - - - 6:12 �:. 6:12Lu NEW(3 1 1� vL'S N (J)13.1Ii 1b• S N (3)1�'T(1 j' 'S - C.) Q D - - - - - - - W O Z O Z D N 2X10 ILy Jg JQ FLOOR JOIST .IXISIING 2%6 FLOOR JOIST O 16-O.C. CONTINUOUS Q Q Q a Q Z FRAMING 016'O.0 (4) CROSS BRACING,TYP. y� W W W W a (3)2X6 OOO O- I II D 2%4'S - - - - - - _ RIDGE VENT _ Z COLUMN (3)1�5(11a' r III I coLuw�N - .. ,,, _ _ _ _ _ — — I Z _ ff W LvIS II •z' Fe \ ---} I r-r _ —_ --_ - _ - - -. I r a a a ¢J ^ I - PROJECT'NO' ' 903 o J C J 1 - --� I I N _-_ _ 6:12 6:72 - - b CAD FILE: HYANN� C . III LALLY v DRAWN BY: � '..... SHIELD LALLY COLUMN COLUMN OF (�' -_ SCALE: AS NOTED (3)2X6 3)2%6'S — - ' - - _ _ DATE. EN MRIL 22 2075 A_1 COLUMN A-1 COLUMN A-1 p - - A-6 A-6 .._._.. ......... A-6 .. . _.... _........ A ..- :. 3 2X1 O S -- 2X8 3 2X7 S 3 2X1 B PT I POST W 12"CONIC.FILLED OUTLOOK (3)2%10'S OWNSPOUT " DOWNSPOUT B SIMPSON POSE SONOTUBE AS PIER. (3)2%fi'S (J)2X10'S SPACING HURRICANE CUPS 4'ALUMINUM�1 Q.,Q 4'ALUMINUM BASE TYPICAL BOTTOM O 48'BELOW COLUMN 16'O.C., REQUIRED AT EACH "' 2%8 OUTLOOK 4'ALUMINUM GUTTER GUTTER 4'ALUMINUM GRADE,TYPICAL Pf 6x6 POST W/SIMPSON TYPICAL. TRUSS END,TYPICAL ":: :::::::::::: x" SPACING i6.D.C..❑ L--L� GUTTER ..: GUTTER L.J POSE BASE,TYPICAL TYPICAL DOWNSPOUT .d..u'.: DOWNSPOUT DRAWING NO.: BLOCKING TO BE PROVIDED - AT PANEL EDGES IN THE FIRST ...PT 6x6 POST W TWO TRUSS SPACES AT A MAX OF 4' FT BASE. N POST HURRICANE CUPS A=5A 2-Bd COMMON NABS BLOCKING TO RAFTER; BASE.TYPICAL REQUIRED AT EACH SS END, YPICAL A A-1 PROPOSED FIRST FLOOR FRAMING A-5 PROPOSED SECOND FLOOR FRAMING 2 A 9MONPROPOSED ROOF FRAMING P NAILS RIM GO To RAFTER. LAN A-13 PROPOSED ROOF PLAN A-5 1/4•=1- A-5 1/4-1'-0• A-5 1/4•=,'.o• A-5 1/4•=,'-0 1 2 3 4 15 16 7 8 9 1 10 111 12 113 114 115 16 17 1 2 r 3 1 4 15 1 6 7 B 9 10 1 11 12 1 13 1 14 15 1 16 17 N N CONTINUOUS RIDGE VENT THE PRE-ENGINEERED WOOD ROOF TRUSSES,B PLATES, ROOF TOP CONNECTORS AND BRACING ARE TO BE DESIGNEDD BY BY A _ PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE ci M M _ COMMONWEALTH OF MASSACHUSETTS.ALL TRUSS DRAWINGS ARE C 30YR ARCHITECTURAL SHINGLES, TO BE STAMPED AND SIGNED BY THE STRUCTURAL ENGINEER. 15e FELT ROOFING PAPER, cT@G PLYWOOD SHEATHING. L1J N N 3 ICE 8 WATER SHIELD AT ALL EDGES B VALLEYS. L fD 12 2X6 PRE-ENGINEERED O 6 ROOF TRUSSES 0 24' t 8 KO O.C. 2X4 HORIZONTAL @ - >+ W U< n n DIAGONAL BRACING ? F f0 L N y m m l C 48'FOAM BAFFLE C\ Q C)C> m MQ LL r 4'ALUMINUM RIP EGDE /// \\ FOAM C m Cr R-49 BATT GUTTER W/ DRIP EGDE DOWNSPOUTS RAISED ENERGY HEEL INSULATION RAISED ENERGY HEEL \ 4'ALUMINUM GUTTER W/DOWNSPOUTS C K 'i eFyTAM 1X8 PVC FASCIA BOARD EQUAL TO KOMA K / 1'O.H. TOP PATE VENTED SOFFIT 1X8 PVC FASCIA HURRICAINE CLIPS ARE HURRICAINE CLIPS ARE BOARD EQUAL TO REQUIRED AT EACH 1%3 FURRING O 16'O.C.Y!GYP.BD. REQUIRED AT EACH 1X10 PVC FREEZE KOMA END OF EACH TRUSS USE SO COOLER NAILS 7'AT EDGE.10' END OF EACH TRUSS BOARD EQUAL TO KOMA AT FIELD VENTED SOFFIT DOUBLE 2%6 TOP t DOUBLE 2%6 TOP Q J 1X10 PVC PLATE INhT110R WALLS: ) III �._.:� PLATE 0 C J FREEZE BOARD U c EQUAL TO KOMA R-21 INSULATION W GYP.BD. R-21 -, 2%4'S O 1fi'O.C. /} I_ I INIU-0N ` EACH SIDE ^II' il� O_ Z •j 2X6 BLOCKING i� 2X6 BLOCKING PROCPN$FW .I`- W O PROPOSED WALK-IN CLOSET Z O lJ - / I:¢a ?RO�OSEO rr,rulOR WALLS, LL EATHROOMQ Q NEW SIDING }'SUBROOR OVER }'EXTERIOR GRADE PLYWOOD O (n FIELD _J W/AIR BARRIER SIMILAR TO'TYVEK', H T H H �'T&C SHEATHING -L USE BD NAILS, TPRE-ENGINEERED 2%6'S 0 16'O.C. 0 BIH GH 6'0 EDGE,12'0 dill WOOD FLOOR R-30 W/R-21 INSULATION, 10'TREAD TRUSSES 0 24' I.._ INSULATION }'GYP.BD. `�` O.C. I W/6MIL VAPOR BARRIER. / W Q PROPOSED SECOND FLOOR '^ O / NEW SIDING O W W //� L PRE-ENGINEERED FLOOR I , G TRUSSES UNDER PARALLEL V) r G 2X6 BLOCKING WALLS.TYP. ._..._--_'. ...:-7 L.L � u . 1%3 FURRING ..— -_"-_-'--I 0 16'O.C. DOUBLE 2%6 TOP PLATE J5'GYP.BD. �I 5 EXTERIOR WALLS: USE SO �� PROP _1 }'IXTE„IOR GRADE PLYWOOD COOLER NNLS -' W/AIR BARRIER SIMILAR TO 7YVIX', 10. MUD ROOM/ 7'AT EDGE. -1 INFlLL EXISTING OPENING TO 2X6S 0 16'O.C. NEW LANDING FRAMING }`-�' Ema 10-AT FIELD it MATCH NEW PARTITION,TYP W/R-21 INSULATION, 2X12 FLOOR JOIST I PROPOSE) F GYP.BD. ...__) j +� DSRING_RooU F W/6MIL VAPOR BARRIER. f PROPOSED �, EXISTING 2X4'S PARTRIONS ILYI,N1f_jjQO,M (' STUBS TO BE MODIFY BY p.I ADDING EVERY 16'2X6'S,TO MAKE THE PARTITION 51'WIDE FOR NEW R-21 INSULATION 12 RISERS T I PRO£05E2 0 73'HIGH KITCHEN }'SUBFLGOR OVER-' INFlLL AS NEEDED FOR IO'TREAD ThG SHEATHING NEW PARTITION EW R-30 USE BD NAILS, E 3'-8�' IX1511NG 2%8'S INSULATION 6'0 EDGE,12'0 FIELD E EXISTING FIRST FLOOR FLOOR JOIST EXISTING FLOOR JOIST GRADE EXISTING SEAL PLATE 34'0 LY GRADE COLUMNLAL —NEW(2)1;'%11a'UvL'S— _ W/10'z10'�' r BASE PLATE W/ Z BOLT50 ANCHOR NEW(2)1}'X11a'LWS �F D I NEW 3}'0 NEW 3J"O O _.-..- -._._-._—..-_.-._ l) �.-....I�...7__..... LALLY COLUMN COLUMN EXISTING CMU .........__....... :....... ......_ .....-.a EXISTING CMU * FOUNDATION WALL 0 FOUNDATION WALL — .� 10' '� �' UNFINI H BAS M NT n 4'TH.CONC.SLAB =T NEW LANDING FRAMING �(� 2X72 BOOR JOLST j REINFORCED W/ m 1 WWF,fi MIL VAPOR 10'°10'�'BASE BARRIER.OVER MIN. PROTECT N0: 903 C #5 RE-BAR AS DOWEL,12' y- P�r PLATE W/(4) GVEMPACTEDGAD FILE HYANNIS C LONG,0 12'VERTICALLY DRILL �, ! 1'0 ANCHOR AND GROUT,TYP. E%ISRNG CONC)SLAB BOLTS,TYP. DRAWN�' YE EXISTING BASEMENT FLOOR EXISTING FOOTING SCALE AS NOTED ............._. .-. ............. .... ' � .. ._....__... ._...., ....... DATE 20 APRIL 22.2015 4'TH.CONIC.SLAB 1' REINFORCED W/WWF. 1 .,..2 B .. _ ,. OVER NEW FOOTING.TYP: _ - B EXISTING FOOTING 36z36'%12'CONIC FOOTING W/ 2'%24'X12'CONC FOOTING W/ 3 15 REBARS EACH WAY,TYP 3 05 REBAAS EACH WAY,TYP DRAWING NO.: " A-1 A=6 BUILDING SECTION " A-6 1i4-1-f 1 2 3 4 S 6 7 B 9 ,0 11 12 13 14 15 16 17 I i NOTES - DWELLING TO REMAIN 2 BEDROOMS ' 'a 0 DATUM: NAVD '88 WETLAND FLAGGED BY HAMLYN CONSULTING Tobey Craigvifle Beoch Rd. go cn- i Cu ros Nantucket r Q EXISTING DWELL. 1 \ Sound 1 \ 1 \ 1 � #63 SEVENTH AVE. 1 100' OFF BVW J. MERCIER & R. COONEY 1 1 LOCUS MAP 1 � 1 SCALE 1"=2000't ASSESSORS MAP 246 PARCEL 151 STATE COASTAL BANK PROP. SECOND FL. WITHIN 18.04 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 13 NAVD 88) EXISTING FOOTPRINT ELEV. 13 & X AS SHOWN ON COMMUNITY 1 EXISTING LEACHING PANEL #25001 CO564J DATED 7/16/2014 ` FACILITY (RETAIN) 135.00 \I• 18.25 \ ENTIRE SITE WITHIN RIVERFRONT RESOURCE AREA PROP. WORK LIMIT LINE \ X 1-11 7` ' 1 /,� A 18.02 18.23 y / ZONING SUMMARY x 5.05 ; 5 A j ; 13�.15 EW 4 SHE ; \ 17.a8 18.12 1 m ZONING DISTRICT: RB DISTRICT ° 1 1 .09 Z .01 �' `� 15.3� o� X 8.3a ..,� MIN. LOT SIZE 43,560S.F. 35� O ; G� �� Co 1 MIN. LOT FRONTAGE 20' ♦ - x 16.4 o 18.10 o MIN. LOT WIDTH 100' 1 x �1 1 MIN. FRONT SETBACK 20 v ® 5p.0♦ \ 10.�4 #71II 1 .3 z 1 .99x 18.417 MIN. SIDE SETBACK 10' EW 3 .1 ♦1 / EXIST. 17WELL. 0 m MIN. REAR SETBACK 10' .89 ♦1 ASE; SLAT EL.10.1' x 7 FIR T FL.. EL.18.3' �R_04 _ 1 jl PIFND' EL 17.3' X 3-338 18.05 i �18.35 m SITE IS LOCATED WITHIN AP DISTRICT NE ♦ ' 0 I 1 \ RPPR\PN ZEW 2 1 ■ ♦1 7 I I ,� 118. 2 18.28 p�l X 15. \ `NNER . 1 AK , .24 1 18.23 o. OWNER OF RECORD \'X\6.1 ♦ ) REM CHIMNE 1 >22 � 1 MARIA DEATON 8. 1 4.73 rn ♦ �� \ x 15.11 1 �18.16 z� 17 MORRA WAY - m v m! 10.0 m ♦ � i 1 a � RUMFORD, RI 02916 - < z EW 1 .61 / Z I o =� PROP. 12'x 13' ♦ EXIST. ST 11 Z _• 3-SEASON ROOM ON EXIST. CONC. PATIO UNDER DECK (RETAIN) REFERENCES EXISTING DECK 1 v' 4 1 DEED BOOK 21803 PAGE 14 00 �I PROPOSED LALLY I PLAN BOOK 34 PAGE 23 COLUMNS FOR ADDITIONAL -EXIST. DWELL. i SUPPORT) PROP. WORK LIMIT LINE 1 SEPTIC AS-BUILT PLAN ON FILE WITH TOWN #79 SEVENTH AVE. 1 C. GRAY & D.COWAN 1 r SITE PLAN OF 71 SEVENTH AVENUE WEST HYANNISPORT PREPARED FOR cy off 508-362-4541 oat I?AANIEL Gs�� fax 508-362-9880 OJALA M A R I A D E A T O N I downcope.com © No.40960 P down cope end/neennd, /ne. r ya SU MARCH 20, 2015 civil engineers land surveyors 939 Mein Street ( R to 6A) / CD YARMOUTHPORT MA 02675 Scale: 1"= 20' DATE DANIEL A. OJALA, P.L.S. 0 10 20 30 40 50 FEET 14-112