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HomeMy WebLinkAbout0120 RAILROAD AVENUE 4 1 4 a V ti fl Town of Barnstable Building % ', i r Mii the ICe t Post;.T.his Card So;Ttlatx�t,,�s U�sible From the Street-Approved Plan s.Must,be;f2etamed on;Job and,th s Ca d p "BARNSTA Posted Untll Final Iris ection Has Been Made . Permit <Where.a:,Cert�ficate of Occu anc :�sRe wired such Buildm ,shall Not be,®ccu red ujntil;a Final=InspecUon hasgbeen.made Permit No. B-19-377 Applicant Name: Classic Landscaping and Masonry Inc. Approvals Date Issued: 02/15/2019 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 08/15/2019 Foundation: Location: 120 RAILROAD AVENUE, BARNSTABLE Map/Lot 299 066 Zoning District: RG Sheathing: Owner on Record: BEACH POINT LLC V% F Contractor Name: Classic Landscaping and Masonry Framing: 1 Inc. 2 Address: 140 MONTVALE ROAD _ � - '' ,-.- -- -Contractor License 487509 WESTON, MA 02493 Chimney: l Est Project Cost: $ 100 000.00 Description: swimming pool and spa Inground 36'railing fence 48"-railing fence ; Permit Fee: $ 175.00 Insulation: Project Review Req: Permit to include pool and all related retamin�g'wall; All Fee Paid $ 175.00 Final: rebar must be inspected and bonded per 78®CMR J I DateN 2/15/2019 Plumbing/Gas (1lssVt� Rough Plumbing: im ,... .:; Y Building Official Final Plumbing: W This permit shall be deemed abandoned and invalid unless the work aukkorized.%this permit is commenced within six onths aft r issuance. Rough Gas: All work authorized by this permit shall conform to the approved application ah Ahl approved construction documents-for which th s permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspection for the entire duration of the work until the completion of the same. p +; � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and FireOfficials areprovided on this permit. Service: a Minimum of Five Call Inspections Required for All Construction Work:.. Rough: 1.Foundation or Footing _... g 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT If a Application Number.. ................................. ................... * f MASK. Pemut Fee..................:. ..............Other Feo..:..................... Total Fee Paid......... ..... :.. TOWN OF BAIMTABLE P=kAMrovalby•• jb••-'••••••• BUILDING PERMIT q1 Map......�..........................Parcd................. .................. APPLICATION Section I —Owner's Information and Project Location Project Address 1-�2.0 '\-2\akW noA PYe Village Bay KS60 it—. Owners Name Z n Owners Legal Address �I(Md ��� o p° o � City �rQ61� State lip 02IpU� c m Owners Cell# 20" k0( - E-mail ' om ` Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty El Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar El `'Renovation Pool ❑ Insulation Other—Specify Section 4 -Work Description 0?-C) X 3,6, S W rA rl.%h poo 41• �,. , 11-, �AM cc T sect imdateth 219=19 Application Number................................................; ... Section 5—Detail Cost of Proposed ConstructiorNIM QW Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ElGas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney '❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On site Historic District []�Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I an using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed a Rear Yard Required _ Proposed ' Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdated 2/9201 S Application Number........................................... ' Section 9—.Construction Supervisor Name Telephone Number Address City State Tap License Number License Type Expiration Date Contractors Email Cell# I understand my respmm'bilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name nCc -V1 an AVa Telephone Number `Address_ � 'Devon, LN City Mo-rAonS 511 h State zip ozo,4 r Re ' on Number gtstrati L3 fS O°I Expiration Date 412.0 1 Z014 I understand my resp ' 'es un the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachus Buil Code. I understand the construction inspection procedures,specific inspections and documentation re by 80 and the Town ofBarnstable.Attach a copy of your IUC... Signature ' Date I D-01 Se 'on 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barntable. Signature Date APPLICANT SIGNATURE Signature Dat Print Name � O n�-`��l �• AVC-c- Telephone Number 6X_S� E-mail permit to: 5 b4 )e! ` P /I w C 1,45 /C 2Xi �Z, / f • (1:7,01 T e•.a.....7 .I mnn,o Section 12—Department Sign-Offs Health Department © Zoning Board Cif required) ❑ } Historic District ❑ Site Plan Review of required) ❑ Fire Department ❑ I Conservation j For commerdd work,please take your plans directly to the fue deparbnent for approval Section 13—Owner's Authorization I as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner =fr , -, date - Print Name Last mamma:2/92018 f • ..............c ��cq P.O Box 1333, Mashyee, N. 02649 sales@newclassicland,caping.com 508-833-7935 letter ofAuthority This letter confirms that I give the permission to Classic Landscaping & .'Alasonry Inc. of Nashpee, 94A the authority to act as my agent with regard of adpermits and historical applications for the installation of a private in ground swimming poollocate at the address of 120 Railroad-Avenue, Barnstable, m.A 026.30 -Any questions please contact me at: 617-620-2669 st o V I kva,� A Y` C e . -Andrew J. Maher Print Name Classic rep. Customer Print Name Clan - Signature Customer Signature wC rV Av Tebruanj 1, 201,9 Date Date I more CIS ' Sca-� f ' •rJ` Commonwealth of Massachusetts Sh EVIVetal Permit Map , Parcel Date: 1 1 l !�a, �?�., Permit# 1 Estimated Job Cost: $ d y y�4 Permit F : $ . Plans Submitted: YES NO ✓ <yl Plans Review d: YES NO Business License# Applicant Licens # Business Information: \ Property Owm /Job Location Information: Name: �� � // � � � Name: Street: Y Street: City/Town.: ' Gl f— City/To too Telephone: ��� `Sao V Tele one: 2 Z�Z- Photo I.D. required/Copy of Photo I.D. ttached: V`0"NO Staff Initial J-1�VI-]�imxestricted license J-2/M--2-restricted to dwellings 3-stories or 1 ss d commercial up to 10,000 sq. ft. /2-stories or less ✓ Multi-family Residential: 1-2 family Condo Townhouses Other/ Commercial: Office Retail Industrial Educational Fire Dept.Approval Instituti nal_ Other Square Footage: under 10,000 sq. ft. over 10, 00 sq. ft. Number of Stories: Z Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal Water ed Roofing Kitchen Exhaust System Metal Chimne /.Vents ' Air B ancing Provide detailed description of w rk to be done: 191114c 5 1-rS /L } 1-1SURANCE COVERAGE: 1 have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes EYNo ❑ If you have checked)LO, indicate the type of coverage by checking the appropriate box below: A liability insurance policy [ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box , I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts.Building Code and'Chapter 112 of the General Laws. 'Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type o License: By Master Title ❑Master-Restricted City/Town ❑Joumeyperson Signature of Licensee Permit son-Restricted icense Number.— Fee$ ❑ Check at www.mass.gov_Idpl Email: Inspector Signature of Permit Approval � Town, of. T . Barnstable Regulatory SeMces sire 1639. Thomas F.Geiler,Director �1 . �p Building.Division Tom Perry,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 as -of the subject pt9pert7 hereb7 authorize �. 5 /'}- to act on m7 b ehal� - "iri all matters relative to work autho:azed by this building permit µ 2 A'r,"" 40 (Address of Job) Pool fences.and alarms are the responsibilityof the applicant. t. Pools are not-to be filled-before fence is installed and pools are not to,be Utilized until all final inspections are.performed and accepted. ignature off ��;`j c°✓ . tore of Applicant Print Name Print Name D to Q:FORMS:OWNMUERMISSIONPOOI S I Town of Barnstable Regulatory Services . s Thomas F.Geiler,Director, - &6 39. �,� Building Division Tom Perry,Building Commissioner 200 Main Street, H ' ,MA 02601 www.town.barn, able.ma.us; Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE MPTION Please Print DATE: f JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town zip code The current exemption for"homeowners"was extended to include own occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not po e a license;provided that the owner acts as . supervisor. DEFINITION OF HOMED R Person(s)who owns a parcel of land on which he/she resides or mt ds to r ide,on which there is,or is intended to be, a one or two-family dwelling,attached or detached stractures cessor t such use and/or farm structures. A person who constructs more.than one home in a two-year period all not be ousidered a homeowner. Such "homeowner"shall submit to the Building Official on a form ac ptable to th Building Official,that he/she shall be responsible for all such work performed under the buildinge t. (Section 1 9.1.1) The undersigned"homeowner"assumes responsibility for co fiance with the tate Building Code and other applicable codes,bylaws,rules and regulations. ' The undersigned"homeowner"certifies that he/she unde tands the Town of B table Building Department minimum inspection procedures and requirements and t he/she will comply wi said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings con fining 35,000 cubic feet or larger will be re q ' ed to comply with the State Building Code Section 127.0:Cons tion Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeown performing work for which a building permit is required sha 1 be exempt from the provisions of this section(Section 109.1.1-Licensing of c struction Supervisors);provided that if the homeowner engag a person(s)for hire to do such work,'that such Homeowner shall act as supe sor." Many homeowners who use this emption.are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing use on 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. j 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:forms:homeexempt Town of Barnstable q Building e* uxMNt";'rAiSsL6,p' �WPo'i,h"s;:t<T oas�dh�s Car"d�f iSeoa tTe�h3oaft,,Oite_ics?uV iasinbcl e a';i3Fs'•r•oR'me�te::hfrr4p�Ye PSdt rse�uecth�`BA.urIs`'��l'ltlromv e`sdh'Pallal nNso M't buest;O:bcec:uR e�teiad"in';u:e ndt�ot na.$i JFso�yn,b aaC,`nlntls the�czstC�oanr�dh aMs u"b sete:bYn'e'mwKak-a e,&dp Permit PteteUCer Permit NO. B-18-1417 Applicant Name: BRIAN M BURBIC Approvals Date Issued- 05/31/2018 Current Use: Structu �-' ,� Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/30/2018 Foundationq 4 �0�6 VAIJ j Location: 120 RAILROAD AVENUE, BARNSTABLE Map/Lot 299 066 Zoning District: RG Sheathing: £� J ( Owner on Record: BEACH POINT LLC t Contractor;Name., BRIAN BURBIC FramingP t Address: 140 MONTVALE ROAD � � ContractorLicense 174645 2. WESTON MA 02493 Est Project Cost: $200,000.00 Chimney:. Description: ADD NEW FOUNDATION AND ADDITION AND 14SULATION`FINISHPerm t Fee: $1,070.00 BASEMENT TO INCLUDE 3 BEDROOMS,PLAY ROOM, BATHROOM Insulation: R Fee Paid,' $ 1,070.00 Project Review Req: note locations that require tempered glaz ng Date 5/31/2018 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sik monthsefter 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. u Final Gas: All construction,alterations and changes of use of any building and structurrees�s�ha�ll be,in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for�publ"c inspection for the entire duration of the work until the completion of the same. a ,kt Electrical 65 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheath ingJnspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy -Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A): Fire Department Building plans are to be available on site Final: `� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT capplication Numb2 ....................... ........................... . � . NASIL Permit F ....... ... . .........................Other Fee.......... . TotalFee Paid..................................................................... �Ayog2Qi� TOWN OF BARNST �y E�s�scis►- Pmm*Approvalby.. !'. . ...................0 s F....... -TOV N`B BUILDING PERMIT // Map.... ..`..... .................Parcel..... .................... APPLICATION Section I— Owner's Information and Project.Location Project Address &0 ✓10,0/Z Village ,a a f® 6 Owners Name ltx l m /4�e,4,-4po,�J� c- r Owners Legal Address City StateI. Zip ®� Owners Cell# E-mail . Section Z—Use of Structure Use Group Z9 0 ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet $6ingle,/Two Family Dwelling Section 3—Type of Permit , ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire:structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ddition ❑ R mina wall ❑ Solar Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description "fr c ft an 4 . L/f T Act mudated_21W201 9 Application Number.................................................... 9ection'5—Detail Cost of Proposed Construction 20°-°0© Square Footage of Project 2-10 Age of Structure %ZZO Dig Safe Number # Of Bedrooms Existing 2 Total# Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA'Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Bing ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression Heating System Masonry yChimney �add/relocate bedroom Water Supply %Public ❑ Private Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District WOld Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within of adjacent to a wetland, coastal bank? Yes ❑ No y Section S—Zoning Information �3 Zoning Proposed Use � q District � Pro � Lot Area S .Ft. � P Total Frontage Percentage of Lot Coverage % #of Dwelling Units (on site) Setbacks Front Yard Required 310 Proposed 2� Rear Yard Required I Proposed Side Yard Required. / Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last=date&19201 S Application Number........................................... Section 9—.Construction Supervisor Name �)21AJ AW kL Telephone Number _M 32 Address City ,fa,rJ1e14 State Tip O -,_PO License Number C -/0 Y/K 5 License Type Expiration Date / ZO vV Contractors Email 6I 6CQS40C 01 NGJ7l- Cell# ,V t-' I understand my i esponsibilities under the Hiles and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Budding Code. I understand the construction inspection procedures,specific inspections and do=mentation r i by 780 CMR and the Town of Bamstable.Attach a copy of your license. Signature Date �r / Section.10—Home Improvement Contractor Name 6/Z(AJ t3 QAA,(L Telephone Number • �z1r Address /37//IA/?Yt ,o Ue city State /,4/- Tip Registration Number %7 S�S� Expiration Date �/e ZG/cf I understand my responsibilities under the roles and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re d by 780 CMR and the Town ofBamstable.Attach a copy of your EUC... Signature Date 7 �� Section 11—Home Owners License Exemption :1 Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the roles and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name qPl,P f L Telephone Number W`3--Zf ' E-mail permit to: b b w R 6 I C C usS o M e a to of�, /V�y T n..r.....i..+-.i.°l mnnto Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commer W work,please take your plans directly to the fire deparbsent for approval Section 13—Owner's Authorization I,Allildle J as Owner of the-subject property hereby authorize f�jP IA.J g0a,(-. to act on my b_ehalfy in all matters relative to work authorized by this building nernnt application for: { .(Address of job) ' <> 57— 7 Si a of Owner t r date Print Name a f a t i — - Last undated.2/92018 a L � REScheck Software Version 4.6.4 Compliance Certificate Project MAHER ADDITION AND REMODEL Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 120 RAILROAD AVE BRIAN BURBIC BRIAN BURBIC BARNSTABLE, MA 02630 BRIAN BURBIC CUSTOM HOMES BEACHWOOD DESIGN GROUP L.L.C. MAUSHOP AVE MAUSHOP AVE BARNSTABLE, MA 02630 BARNSTABLE, MA 02630 508-325-2252 508-325-2252 bburbiccustom@comcast.net bburbiccustom@comcast.net Compliance: 1.2%Better Than Code Maximum UA: 326 Your UA: 322 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 615M mall Ceiling 1: Cathedral Ceiling 1,710 38.0 0.0 0.027 46 Wall 1: Wood Frame, 16"D.C. 1,655 21.0 0.0 0.057 73 Window 1:Wood Frame:Double Pane with Low-E 140 0.300 42 Door 1: Glass 231 0.300 69 Basement Wall 1:Solid Concrete or Masonry 1,710 13.0 0.0 0.054 92 Wall height: 10.0' Depth below grade:9.0' Insulation depth: 10.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildihg has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirem is listed in the REScheck Inspection Checklist. Name-Title Sig Da Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Pagel of 9 J REScheck Software !Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section _ g Plans Verified Field Verified # Pre-Inspection/Plan Review complies? Comments/Assumptions & Req.lD value'z Value 4t. 103.1, :Construction drawings andt, ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate E i ❑Does Not , [PR1]1 energy code compliance for the . $ '< building envelope.Thermal ❑Not Observable :envelope represented on h ❑Not Applicable ; construction documents. 103.1, ;Construction drawings and - r [ Complies ; 103.2, :documentation demonstrate =.„a ❑Does Not 403.7 .:energy code compliance for [PR3]1 ;lighting and mechanical systems []Not Observableµ , y :Systems serving multiple ❑Not Applicable dwelling units must demonstrate !compliance with the IECC :Commercial Provisions. Q- ; 302.1, Heating and cooling equipment is; Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based : Btu/hr Btu/hr :❑Does Not [PR2]z on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods ❑Not Observable approved by the code official. Btulhr ; Btu/hr ;❑Not Applicable ; , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 2 of 9 f .:Section Plans VeHfied" Field Verified # Foundation Inspection . n .Complies? Comments/A'ssumptions� Req.6i 1p' Value_ Value - �r 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]' ;insulation R-value.Where interior: R_ R_ . :❑Does Not ;table for values. insulation is used,verification ,❑Not Observable may need to occur during :Insulation Inspection. Not ; ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall , ' t ; ❑Complies ;Requirement will be met. [F05]' insulation installed per # .. ° []Does Not manufacturer's instructions. QNot Observable , L ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. ;QNot Observable ❑Not Applicable 303.2.1 yA protective covering is installed 3' ' ` ❑Complies ;Requirement will be met. [F011]2 to protect exposed exterior _: ❑Does Not insulation and extends a []Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system _ ❑Complies (F012]2 controls installed. E -❑Does Not a ❑Not Observable ; r' ❑Not Applicable Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 3 of 9 Section Plans�Verifietl s,.'.Field Verified # Framing/Rough-In Inspection � Compiies� .r` Comments/Assumptions & Req,lp Value. Value _ y 4 . 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. , ;❑Not Observable 402.3.6, :❑Not Applicable 402.5 � PP [FR2]1 303.1.3 U-factors of fenestration products . ' ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance - ❑Does Not :with the NFRC test procedure or ;taken from the default table. - ❑Not Observable � 4 �•�.,� s ,.,:' ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier �' ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. + ❑Not Observable { � ❑Not Applicable 402.4.3 ;Fenestration that is not site built , ; ❑Complies ;Requirement will be met. (FR20]1 :is listed and labeled as meeting A. d� ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 " M ❑Not Observable or has infiltration rates per NFRC � 400 that do not exceed code ❑Not Applicable limits. , 402.4.5 JIC-rated recessed lighting fixtures # ❑Complies ;Requirement will be met. or- [FR16]?. sealed at housing/interior finish a `- r ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ,° ❑Not Observable ❑Not Applicable 403.2.1 :Supply and return ducts in attics • ❑Complies [FR12]1 insulated >= R-8 where duct is � P •} ❑Does Not >=3 inches in diameter and >_ , i ❑Not Observable R-6 where<3 inches.Supply and , return ducts in other portions of ❑Not Applicable ; ;the building insulated>= R-6 for diameter>= 3 inches and R-4.2 :for<3 inches in diameter. ` �'4 403.3.3.5 Building cavities are not used as _ 1 ❑Complies [FR15]3ducts or plenums. []Does Not w' [IN ot Observable fi []Not Applicable ; 403.4 HVAC piping conveying fluids I R- R- ;❑Complies [FR17]2. above 105 QF or chilled fluids ;❑Does Not }below 55 QF are insulated to>_R- 3 ;❑Not Observable :,[]Not Applicable 403.4.1 !Protection of insulation on HVAC ° [ Complies ; [FR24]1 ;piping. ❑Does Not ; pd []Not Observable ❑Not Applicable 403.5.3 . Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >R-3. ;❑Does Not ❑Not Observable ' J � ;❑Not Applicable 403.6 Automatic or gravity dampers are . ❑Complies :.Requirement will be met. [FR19]2 installed on all outdoor air �` ❑Does Not intakes and exhausts. . } ❑Not Observable . €, ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 5 of 9 i Section Plans Verified Field Verified' # Insulation Inspection Value ; a; Comphe0 Comments/Assumptions Value F r.. &RegID .. .' . 303.1 All installed insulation is labeled ,, ❑Complies :Requirement will be met. [IN13]2 or the installed R-values w ` ❑Does Not provided. ��k []Not Observable []Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least Y2 of the. ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 :wall insulation on the wall ;❑ Mass ;❑ Mass UNot Observable [IN3]1 :exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed er , ' �' "'p ❑Complies Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not y, ❑Not Observable PP ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact-(Tier 1) 2 Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 6 of 9 f Section Plans Verified Field Verffled Com lies? Comments/Assum tions# Final Inspection Provisions IValue` . ` Value p p 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood '❑Does Not table for values. 402.2.2, Steel ❑ Steel UNot Observable ill' 6 ;❑ [F Not Applicable I 1 ; I ; I I I I t 1 303.1.1.1,;Ceiling insulation installed per _ ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. `' ,a ❑Does Not [FI2]1 :,Blown insulation marked every ❑Not Observable 300 ft2. ❑Not APP licable 402 2 3 Vented attics with air permeable . '❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent � �•���� "�` �`;. ❑Does Not :not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation>_R-value of the :❑Does Not ;adjacent assembly. ❑Not Observable 1 I ❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ;❑Not Observable tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ; leakage measured with a ; ;❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; w.g.across the system including ,the manufacturer's air handler ; enclosure if installed at time of 1 ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ; including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated T F, ❑Complies [FI24]1 by manufacturer at<=2%of x s ❑Does Not design air flow. a ❑Not Observable ❑Not Applicable 403 1.1 Programmable thermostats Ate" - .m sr ' ❑Complies [FI9]2 installed for control of primary .:. 1 k ❑Does Not ; heating and cooling systems and .; initially set by manufacturer to f: ❑Not Observable 3" " ❑Not Applicable ; code specifications. PP 4031.2 Heat pump thermostat installed ❑Complies ; [F110]2 on heat pumps. g a ❑Does Not �- [JNot Observable 1 ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FII1]2. systems have automatic or , .. ❑Does Not accessible manual controls. � � ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 7 of 9 A Section , F Plans Verified w.Field Verified.- # Final Inspection Provisions Complies? Comments/Assumptions "iteq:ID Value'. ` Value 403.6.1 All mechanical ventilation system ; ❑Complies ; [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. .':❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor .. : ¥,k '` ❑Not Applicable temperature. - 403.5.1.1:j Heated water circulation systems t ' ❑Complies [FI28] 2 fin° ❑Does Not have a circulation pump.The I system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- L 41 ❑Not Applicable ; syphon circulation systems are not present.Controls for J0, circulating hot water system pumps start the pump with signal ` for hot water demand within the occupancy.Controls .., :• ' automatically turn off the pump m Y when water is in circulation loop " is at set-point temperature and 4 no demand for hot water exists. ; 403.5.1.2 I Electric.heat trace systems A" ❑Complies (F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the _: []Not Observable ; heat tracing to maintain the 5' ❑Not Applicable desired water temperature in the piping, 403 5.2 Water distribution systems that -❑Complies [FI30]2 have recirculation pumps that tww + ❑Does Not pump water from a heated water supply pipe back to the heated g z ` [:]Not Observable a water source through a cold `_d ,: ❑Not Applicable water supply pipe have a demand recirculation water system.Pumps have controls F ` that manage operation of they pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units 7.; ❑Coin ic p'es [FI31]2 tested in accordance with CSA p []Does Not B55.1.Potable water-side pressure loss of drain water heat ; ❑Not Observable recovery units<3 psi for 4 r ❑Not Applicable individual units connected to one or two showers. Potable water- u side pressure loss of drain water heat recovery units<2 psi forR fir; individual units connected to c ' three or more showers. JUf• 404.1 ;75%of lamps in permanent '. ❑Complies [FI6]1 f1fixtures or 75%of permanent " ram, <- "ry k' []Does Not ;fixtures have high efficacy lamps. ❑Not Observable ;Does not apply to low-voltage I lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have 2`' t - ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ; ❑Not Observable ❑Not Applicable 1 High Impact(Tier i) :2 Medium Impact(Tier 2) 3;1 Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 8 of 9 f Section _§ Plans Verified field Yerified"" "# Final Inspection Provisions Complies Comments(Assumpt�ons Re ID Value ' Value q. 401.3 Compliance certificate posted, r x ❑Complies :Requirement will be meta V ❑Does Not ; ❑Not Observable ' ; , []Not Applicable , 303.3 Manufacturer manuals for w 3" _ ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. es- # °[]Not Observable b a ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAHER ADDITION AND REMODEL Report date: 05/08/18 Data filename: Untitled.rck Page 9 of 9 I 2015 IECC [energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): G ... Window 0.30 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments I BoiseU66346 Triple 1-3/4"x.14" VE ,RSA-LAM®;2.0 3100 SP Floor Beam\BeamQ1 BC CALL®Desi 9 n Re ort Dry 2 spans i No cantilevers 1 0/1..2 slope April 19.,2018 16:38:44 p Build 6536 File.Name: BC 58812 UJ jet 22 Job Name: Proposed Addition and Remodel Description' DesignslBeam01 Address: 120 Railroad Ave Specifier:, Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic,Brian Company: Swanson Structural,.Inc: Code reports: ESR-1040 Misc; job 5882 1 ! I I 3 - 16-09-00 09-00-00 BO' . B1 B2 Total Horizontal Product Length=25-09-00 Reaction Summary.(Down`/Uplift) (rib') Bearing` - Total BO, 5-1J2" 7,259 B1, 57-1/4" 17,274 B2 2,951 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 1600/6 125%. 1 1 st floor Unf.Area(lb/ft^2) L 00-00-00 25-09-00 40 12 09-00-00 2 Weather Deck Unf:Area(Ib/ft^2) L 00-00-00 25-09-0.0 40 20 04-00-00 3 Wall Unf: Lin. (lb/ft) L 00-00-00 25-09-00 80 n/a 4 Roof. Unf.Area(lb/ft^2) L 00-00-00 25-09-00 15 30 09-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 21,557 ft-lbs 49.5% 100% 2 07-02-08 Neg. Moment -23,738 ft-lbs 54.5% 100% 1 16-09-00 End Shear 5,220 lbs 37.4% 100% 2 01-07-08 Cont. Shear 7,865 lbs 56 3%0 100% 1 15-04-06 Total Load Defl. U492(0.399") 48.8% n/a 8 07A 0-03 Live Load Defl. U815(0.241") 44.2% n/a 23 07-10-03 Total Neg. Defl: U999(-0.058") n/a n/a 8 20-01-03 Max Defl. 0.399" 39.:9%o nla 8 07-10-03 Span/Depth 14 n/a n/a 0 00-00-00 %:Allow- %Allow i Bearing Supports Dim.(L x M Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 7,259 lbs 44.5% 33.5% Southern.Pine j 131 Post 5-1/4"x 5-1/4" 17,273 lbs 1.3% 83.6% Steel B2 Hanger 2"x 5-1/4" 2;951 lbs n/a 37.5% Hanger B2 Hanger Uplift 2"x 5-1/4" 533 Ibs n/a 6.8% Hanger' f~\VA OF 4� Cautions Uplift of-533 lbs,found at span 2-Right. n,4 STRU IJRAI. Notes 9 No;3533440 Q Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. ASS/r?IVA.V Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. I BC CALL®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 ""s DJ' 10 ......... .......:.. .. . . Boise cascado : Triple 1-3/4"x 11-7/8" VERSA-LAM® 2.0 3100.SP Floor l3eamlBeam02 Dry 2 spans:I No cantilevers 0/12 slope April 19,2018 16:38:44 BC CALC®Design Report Build 6536 File Name: BC 5882 WIN Z-L Job Name: Proposed Addition and Remodel Description: Designs\Beam02 Address: 120 Railroad Ave Specifier: Paul W. Swanson, P.E,.. City, State, Zip: Barnstable, MA Designer: Customer: Burbic, Brian; Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5882 1-31 4I S I i r ? 1 I ! E S 4. � F� c BO 14-06-00 B1 ...,.14-OMO . $2 Total Horizontal Product Length=28-06-00 Reaction Summary(Down/Uplift) (ibs Bearing Total BO,5-1/2" 3,486 B1, 5-1/4" 13,853 B2 6,670 Live Dead Snow Wind Roof Live Trib.. Load Summary Tag Description toad Type Ref. Start End 100% 90% 115% 160% 125% 1 1 st floor Unf.Area(lb/ft^2) L 08-00-00 26-00=00 40 12 02-00-00' 2 Weather Deck Unf.Area(lb/ft^2) L 00-00-00 28-06-00 40 20 06-00-00 3 Wall- Unf. Lin. (Ib/ft) L 08-00-00 26-00-00 1.20 n/a 4 Roof Unf:Area(ib/ft"2) L 08-00-00 26-00=00 15 30 04-00-00 5 Add'I Weather Deck Unf.Area(Ib/ft^2) L 26-00-00 28-06-00 40 20 05-00-00 6 Beam01 at bearing... Conc. Pt. (Ibs) L 08-00-00 0&00-00 2,163 732 795 n/a 7 Beam03 at bearing... Conc. Pt. (Ibs) L 26-00-00 26-00-00 2,047 1,521 1,152 n/a Controls Summary value /o Allowable Duration Case Location Pos. Moment 1.5,272,ft-Ibs 47.96/o 100% 3 23-10-14 Neg. Moment -20,459 ft-Ibs" 64.1% 100% 1 14-06-00 End Shear 5;866 Ibs 49;5%0 100% 3 27-04-02 Cont. Shear 6,299 Ibs 53:2% 1.00% 1 13703-08 Total Load Defl. U549(0.304") 43.7% n/a 12 22-05-09 Live Load Defl. U767(0.221") 46.9% n/a 17 07-03-06 Total Neg.Defl. U999(4043") n/a n/a 3 11-05-11 Max Defl. 0.304" 30.4% h1a 12 22-05-09. Span/Depth 14.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing,Supports Dim.(L x wl Value Support Member Material B0 Wall/Plate 5-1/2"x 5-1/4" 3,486 Ibs 21.4% 16.1% Southern Pine B-1 Post 5-1/4"x 5--1/4" 13,852 Ibs 1% 67% Steel B2 Hanger 2"x 5-1/4'" 6,670 Ibs n/a 841%.. Hanger Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection,criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC2009. Design based on Dry Service Condition. Page 1 of:2' Boise Cascade Triple:1-3/4"x 14"VERSA-LAW-10 3100;SP Floor BeamlBeaM03 Dry 2 spans I No cantilevers 1 0/12 slope April 19,2018 16:38:44 BC GALC®Design Report Build 6536 File Name: BC 5882 Job Name: Proposed Addition and Remodel - Description: Designs\Beam03 Address: 120 Railroad Ave Specifier. Paul W.Swanson, P.E. i City, State,Zip: Barnstable, MA Designer. Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5882 4 I ! I 4 ! i V. 11-00 00 10-00-00 B0 61 62 Total.Horizontal Product Length=21-00-00 Reaction Summary(Down;/,Uplift) (ibs) Bearing Total BO,5-1/2" 3,837 B1,7" 21,113 B2 3,920 : I Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref.. Start End 100% 90%° 115% 160% 125% 1 1 st floor Unf:Area(Ib/ft^2) L 00-00-00 21-00-00 4..0 12 09-00-00 2 Weather Deck Unf.Area(lb/ft"2) L 11-00-00 21-00-00 40 20 02-00-00 3 Wall- Unf. Lin. (lb/ft) L 00-00-00 21-00-00 80 n/a 4 Roof Unf:Area(Ib/fM2) L 00-00-00 21-00-00 15 30 09-00-00 5 Beam04 at bearing ... Conc. Pt. (Ibs) L. 11-00-00 1140-00 6,120 4,404 1,620 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 6,593 ft-Ibs 15.1% 100% 2 04-08-10 Neg. Moment -9,679 ft-Ibs 22.2% 100% 1 11-00-00: End Shear 2,194 Ibs 15.7°/6 100% 3 19-04-06 Cont.Shear 3,751 Ibs 26.9% 100% 1 12-05-08 Total Load Defl: U999(0.054") n/a. n/a 8 05-02-09 Live Load Defl U999(0.036") n/a n/a 23 05-04-01 Total Neg. Defl. U999(-0.005") nla n/a 2 12-09-06 Max Defl. 0.054" n/a n/a 8 05-02-09 Span/Depth 9.1 n/a, n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.:(L.x W Value Support Member Material BO Wall/Plate 5-1/2"x 5.1/4" 3,837 Ibs 23.5%q 17.7% Southern Pine B 1 Post 7"x 5-1/4" 21,112 lbs 1.1% 76.6% Steel B2 Hanger 6"x 5-1/4" 3,920 Ibs 19.8% 16.6% EGQ5.5 Cautions Header for the hanger EGQ5 5 at B2 is a Single 5-1/4"x 11-7/8"VERSA-LAMO 1.7 2650 SR Notes Page 1 of 2 ®Boise Cascade Triple 1-3/4"',x 18" VERSA-LAM®<;2.0 3100 SP Floor Beam\Beam04 Dry l 1 span No cantilevers(0/12 slope April 19,2018 16:38:45 BC CALC®Design Report - Build 6536 File Name: BC 5882 ),tJ)Z x 2G Job Name: Proposed Addition and Remodel - Description: DesignslBeam04 Address: 120 Railroad Ave Specifier: Paul W. Swanson, P.E. City, State,Zip:Barnstable, MA Designer: t. 1 Customer. Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5882 F a r � :s' si+ _..,«.dr'.sa# 18-00-00 _ BO B1 Total Horizontal Product:Length=18-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO 10,525 B 1 10,525 Live Dead Snow Wind. Roof Live. Trib. Load Summary Tag Description Load Type Ref; Start End 100% 90% 115% 160% 125% 1 1 st floor Unf:Area(lb/ft^2) L 00-00-00 1&00-00 4.0 12 06-00-00 2 Weather Deck Unf.Area(lb/ft^2) L 00-00-06 18-00-00 4.0 20 11-00-00 3 Wall Unf. Lin. (lb/ft) L 00-00-00 18-00-O 80 n/a I 4 Roof Unf.Area(lb/ft^2) L 00-00-00 18-00-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 42,867 ft-1bs 61.2% 1.00% 1 09-00-00 i End Shear 8,186 lbs 45.6% 100% 1 02-00-00 Total Load Defl. U463(0.443") 51.80/0 n/a 1 09-004s00 . Live Load Defl. U797(0.258") 45.2% n/a 4 09-00-00. Max Defl. 0.443" 44.3% n/a 1 09-00-00 Span/Depth 11 A n/a n/a 0 00-00-00 + %Allow %Allow i Bearing Supports Dim.(L x M value Support Member Material { BO Hanger 6"x 5-1/4" 10;525 Ibs 53.2% 44.5% EGQ5:5 S B1 Hanger 6"x 5-1/4" 10,525 Ills 53:2% 44.5% EGQ5.5 { Cautions j Header for the hanger EGQ5.5 at BO is a Single 5-1/4"x 14"VERSA-LAM®1.7 2650 SP. Header for the hanger EGQ5.5 at 131 is a Single 5-1/4"x 14"VERSA-LAM®1..7 2650 SP. i . f Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)L'ive:load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong-Tie,,Inc. BC CALCO analysis is based on IBC 2009. i Design based on.Dry Service Condition. f I i Page 1 of 2 1 Boise ca§cade Quadruple 1-3/4" x:1 W" VERSA-LAM® 2 0. 3100 SP Floor BeamlBearn 5 Dry 12 spans l No cantilevers 1.0/12aslope April 19,2018 16:38:45 BC CALC®Design Report Build 6536 ., File Name: BC 5882 f?zX 26 Job Name: Proposed Addition and Remodel Description: Designs\Beam05 Address: 120 Railroad Ave Specifier. Paul W.Swanson, P. City, State,Zip: Barnstable, MA Designer: (w�;vK3 D Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: ,job 5882 ` l ! I i ! 4 ! I (fir ,x.+.a .a i•_ '�... 3��Wit° r 29 14-00-00 15-06-00 B0 61 82 Total Horizontal Product Length=29-06-00 Reaction Summary(Down/Uplift) (,Ibs) Bearing._ Total BO, 5-1/2" 6,740 B 1,9-1/2" 38,468 B2 7,119 { Live Dead . Snow Wind :Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 906% 116% 166% 1250/6 1 1st floor Unf.Area(lb/ft"2) L 00-00-00 11-06-00 40 12 16-00-00 2. Weather Deck Unf:Area(lb/ft"2) L 11-06-00 29-06-00 40 20 02-00-00 3 Wall Unf. Lin. (lb/ft) L 11-06-00 29-06-00 80 n/a 4 Roof Unf.Area(lb/ft"2) L 11-06-00 29-06-00 15 30 10-00-00 5 Beam04 at bearing... Conc. Pt. (Ibs) L 11-06-00 11-06-00 6,120 4,404 1,620 n/a 6 Add'I 1 st floor Unf.Area(Ib W2) L 11-06-00 29-06-00 40 12 10-00-00 7 `Beam07 at.bearing... Conc. Pt. (Ibs) L 1146-00 11-06.00 21868 2,933 1,881 n/a 8 Beam09 at bearing... Conc.Pt.(Ibs) L 17-06=00 17-0&00 3,371 2,831 1,686 n/a Controls Summary value %Allowable Duration Case Location Pos. Moment 23,671 ft-Ibs 31.7% 100% 2 07-.10-05 Neg. Moment -45,698 ft-Ibs 61.2% 100% 1 14-00-00 End Shear 5,191 lbs 24.4% 100% 2 01.09-08 Cont. Shear 21,088 Ibs 99.10/0 100% 1 1.2-03-04 Total Load Defl. U935(0.198") 25.7% nNa 12 22-01-02 Live Load Defl. U1,256(0.1'3') 28::7% nla. 17 07-04-14 Total Neg. Defl. U999(-0.038") n/a n/a 2 17-06-00 Max Defl: 0.198" 19.8% n/a 12 22-01-02 Span/Depth.. 11,.5 n/a n/a 0 00-00-00 t %Allow %Allow :Bearing Supports Dim..(L x W) Value Support Member Material BO Wall/Plate 5=1/2"x 7" 6,740 lbs 31% 23.3% Southern Pine 131 Post 9.112"x 7" 38,466 Ibs 1.2% 77.1% Steel B2 Hanger 2"x 7 7.11:9 lbs n/a 67.8% Hanger Notes Page.1 of 2 • I f ®Boise cascade Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor BearnlBeam06 Dry I 1 span No cantilevers 0/12:slope April 19,2018 16:38:45 BC CALC®Design Report Build 6536 File Name: BC 5882 W 10.01 Job Name: Proposed Addition and Remodel Description: Designs\Beam06 Address: 120 Railroad Ave Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5882 I 1 2 1I 1 i �- i t W1 , BO 17-00-00.. 81 Total Horizontal Product Length=17-0"0 I Reaction Summary(Down)Uplift) (Jbs Bearing Total BO,5-1/2" 4,861 B1,5-1`/2" 7,703 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 160% 125% 1 1 st floor Unf.Area(lb/ftA2) L, 00-00700 17-00-00 40 1.2 06-00-00 2 Weather Deck Unf.Area(lb*2) L 12-00-00 17-00-00 40 20 02-06-00 3 Wall Unf. Lin. (Ib/ft) L 00-00-00 17-00-00 80 nta. 4 Roof. Unf.Area(Ib/ft42) L. 12-00-00 17-00-00 15 30 06-00-00 5 BeamO8 at bearing... Conc. Pt. (Ibs) L 12-00-00 1.2-00-00 2,300 1,961 1,207 n/a, Controls Summary. Value %Allowable Duration Case. Location Pos. Moment 26,689 ft-Ibs 61.3% 100% 1 11-10-01 End Shear 6,463 ibs 46.3% 100% 1 15-04-08 Total Load Defl. U389(0.501") 61.8% n/a 1 08-11-60 Live Load Defl. 1-702(0.277") 51.3% n/a 4 08-11-00 Max Defl. 0.501" 50.1% n/a 1 08-11-00 Span./Depth 13.9 n/a n/a 0 00700-00 %Allow %B Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 061. Ibs 29.8% 22.4% Southern Pine B1 Wall/Plate 5-1/2"x 5-1/4" 7,703lbs 47.2% 35.6% Southern Pine Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum,(U360)Live:load deflection_criteria. Design meets arbitrary,(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis.is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 I S Boise Cascade Triple '1-3/4" x 18" VERSA-LAW 2.0 3100 SP Floor Beam\Beam.07 Dry 11 span.I No cantilevers.1 0/12 slope April 19,2018 16:38A5 E BC CALCO Design Report Build 6536 File Name: BC 5882 N/12X 2G Job Name: Proposed Addition and Remodel Description: Designs\Beam07 Address: 120 Railroad Ave Specifier: Paul W. Swanson, P.E. C�IOX 39 City, State, Zip:Barnstable, MA Designer.: Customer: Burbic,Brian Company: Swanson Structural, Inc.. Code reports: ESR-1040 Misc: job 5882 l i �. 4.' Of i 19-00-00 i B0 B1 TotaMorizontal Product.Length=19-00-00 f Reaction Summary(Down/Uplift) (ibs) Bearing Total BO: 6,492 8,178 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 1 st floor Unf,Area(lb/ft"2) L 00-00-00 19-00-00 40 12 06-00-00 2 Weather Deck Unf.Area(lb/f A2) L 14-00-00 19-00-00 40 20 02-00-00 3 Wall Unf. Lin. (lb/ft) L 00-00-00 14-00.-.00 80 Na 4 Roof Unf.Area(lb/ft"2) L 00-00-00 14-00-00 15 30 06=00=00 5 Beam08 at bearing ... Conc. Pt. (Ibs) L 1.4-00-00 14-00-00 2,300 1,961 1,207 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 32,382 ft-Ibs 46.3% 100% 1 11-037-10 End Shear 6,992 ibs 38.9% 100% 1 17-00-08 Total Load.Defl. U519(0.428") 46.2% n/a 3 09-09702 Live Load Defl. U933.(0.238") 38.6% n/a 6 09-09-02 Max Defl. 0:428" 42.8% n/a 3 09-09-02 Span/Depth 12:3 nla n/a 0 00-0.0-00 %Allow' %a:Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x 5-1/4" 6,492 lbs n/a 82.4% Hanger 8'1 Wall/Plate 5-1/2"x 5-1/4" 8,177 Ibs 5.0.1% 37.8% Southern Pine Notes Design meets Code minimum(U240)Total load deflection criteria. Design.meets Code minimum(U3.60)Live load deflection criteria.. - Design meets,arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALL®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of.2 ®Bdisecaseade Double 1-3/4" x 11-7/8" VERSA,-LAM® 2.0 3100 SP Floor Beam\Beam08 Dry( 1 span No cantilevers 1 0/12 slope April 19,2018 16:38:45 BC CALC®Design Report Build 6536 File Name: BC 5882 Job Name: Proposed Addition and Remodel Description: DesignslBeamO8 Address: 120 Railroad Ave Specifier. Paul W. Swanson, P.E. City, State,Zip:Barnstable, MA Designer:, Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5882 I f I ( l 441 1 i ' 1 I i I I41 11-06-00 BO 131 Total Horizontal Product Length=11-0640 Reaction Summary (Down/Uplift) (ibs) Bearing Total BO 4,592 B 1 4,592 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 1st floor Unf.Area(lb/ft"2) L 00-00-00 11-06-00 40 12 07-00-00 2 Weather Deck Unf.Area(lb/ft^2) L 00-00-00 11-06-00 40 20 03-00-00 3 Wall Unf. Lin.(lb/ft) L 00-00-00 11-06-00 80 n/a 4 Roof Unf.Area(lb/ft^2) L 00-00-00 11-06-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,810 ft-Ibs 55.5% 100% 1 05-09-00 End Shear 3,404 Ibs 43.1% 100% 1 01-01-14 Total Load Defl. U453(0.299") 53% n/a 3 05-09-00 Live Load Defl. U791 (0.171") 45.5% n/a 6 05-09-00 Max Defl. 0.299" 29.9% n/a 3 05-09-00 Span/Depth 11.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W► Value Support Member Material BO Hanger 2"x 3-1/2" 4,592 lbs n/a 87.5% Hanger B1 Hanger 2"x 3-1/2" 4,592 Ibs n/a 87.5% Hanger Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1') Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 Boise Cascatle. Triple 1-3.4 x 16" VERSA-LAM®2.0 3100 SP Floor Beam\Beam09 Dry 11 span(No cantilevers j 0/12 slope April 19, 2018 16:38:45 BC CALC®Design Report Build 6536 File Name: BC 5882 ` Job Name: Proposed Addition and Remodel Description: Designs\Bearn09 Address: 120 Railroad Ave Specifier: Paul W. Swanson, P.E. City, State,Zip: Bamstable,MA Designer: Customer: Burbic, Brian: Company:, Swanson Structural,:Inc: i Code reports: ESR-1040 Misc. job 58.82 JE i I ' f ; :. ; „ .' <' •. «. iV S •„ } _E.` "� a.%b. .:r . 4 ® ' ,�.,,.. � Y[sc �a,�. w t 1.9-00-00 BO 61 } Total Horizontal Product Length=19-00-00' Reaction Summary(Down.[Uplift) (Ibs) I Bearing Total BO 6,624 B1,5-1/4" 6,816 Live Dead Snow .Wind Roof Live Trib: Load Summary i Tag Description Load Type Ref. Start End 100%° 90% 115% 1606/6 125% 1 1 1 st floor Unf:Area(Ib/ft^2) L 00-00-00 19-00-00 40 12 09-00=00 3 Wall Unf. Lin. (Ib/ft) L 00-00-00 19-00-00 80 n/a 4 Roof Unf.Area(lb/ft^2) L 00-00-00 19-00-00 15 30 06-00-00 ; Controls Summary Value. %Allowable. Duration Case Location i Pos. Moment 28,399 ft-lbs 50.7% 100% 1 09-04-06 j End Shear 5,209lbs 32.6% 100% 1 01-06-00 Total Load Defl. U425(0.522") 56:4% n/a 3 09-04-06 Live Load Defl. L1743(0.299") 48.5% n/a 6 09-04.06 Max Deli 0.522" 52.2% n/a 3 09-04-06 Span/Depth 13.9 n/a n/a 0 00-00-00 l i %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material I B0 Hanger 2"x 5-1/4" 6,624 ibs n/a 84.1%a Hanger { Bi Post 5-1/4"x 5-1/4" 6,815.lbs 0.5% 336/6 Steel; � s Notes j Design meets Code minimum(U240)Total load deflection.criteda. Design meets Code minimum(U360)Live load deflection criteria, I Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. j Design based on Dry Service Condition. i j( 1 l . j i Page 1 of I I � Bo1se.Cascade Tripe 1-3/4"x 16" UESA-LAM®2.0.3100 SP Floor BeamtBeam10 Dry) 1 span.1 Nocantilevers 0112 slope Apnl 1.9,2018 16:38:46 BC GALC®Design Report Build 6536 File Name: BC 5882 Job Name: Proposed Addition and Remodel Description:Designs\Beam10 Yu Ko Address: 120 Railroad Ave Specifier.: Paul W. Swanson, P.E., City,State,Zip: Bamstable, MA Designer: Customer: Burbic,Brian Company: Swanson Structural, lnc. Code reports: ESR-1040 Misc: job 5882 1 I k_'L4 i 1 I *i E i lip j} 19-00-00... i B0 B1 Total Horizontal Product Length=19-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO,5-1/4" 13,592 B1; 5-1'/4" 6,473 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126 1 1 st floor Unf.Area(Ib/ftA2) L 00-00-00 19-00-00 40 12 06-00-00 2 Weather Deck Unf.Area(I6/ft"2) L 00-00-00 19-00-00 40 20 02-00-00 3 Wall. Unf. Lin. (lb/ft) L 00-00.00 19-00-00 80 n/a i 4 Roof- Unf.Area(Ib/ft42) L 00-00-00 19-00-00 15 30 06-00-00 5 Beam05 at bearing... Conc. Pt. (lbs) L 00-00-00. 00-00-00 3,742 2,686 2,1`67 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 26,076 ft-lbs 46.5% 100% 1 09-06-00 End Shear 4,841 lbs 3U% 100% 1 01-09-04 Total Load Defl. U462(0.474") 52% n/a 3 09-06-00 Live Load Defl. U839(0:261") 42.9% n/a 6 09-06-00 Max Defl. 0.474" 47.4% n/a 3 09-06-00 Span/Depth 13.7 n/a n/a 0. 00-00-00 %Allow %Allow Bearing Supports Dim.(L x VIA Value Support Member Material B0 Post 5-1/4"x 5-1/4" 13,591 lbs 1% 65.7% Steel B1 Post 5-1/4"x 5-1/4" 6,473 lbs 0.5% 31.3%. Steel Notes 3 Design meets Code minimum(U240)Total load deflection:criteria. Design meets Code minimum(L1360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced.. BC CALL®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 0 i & tVL."trial Size S! ( size (oPllowA, 3ivv,. six r) Liz 3- 1314XI4'cvL Ir�roicaL 3 13/kX Ifs/8 Lvti WIOA 22 x 3X'1X�} 0'-7/L" goPPeRT¢D. ' 3- 15A'xJ4"cvc- (.vto16 Li Ci+n Dr p�EAr+ SnoR IN�F To 1 3 13%kxlS"tVL wax.26 4 �}- l /4xt6"LAG Wf2x2f- �wloxsa) 3' 1''/txf4',4V�- t lOX22 DOL15 EACH teC.. i ra&W ppu- WGa of $VWXrwdl d 3-`t3/+i<la"av;.. l✓fixsc �u+lax39} GERM Rt�oMM�NDa>D ;'oN� q 3- .13/4x.lL"4vC- wioxtb X16" Get. Wlt7K26 4�Y 14"L Pv R I •y 11"L"I.94R IbeMw+eesuz -. -Y 7asfs lb•o�<. I _,_7ceurnu.+ I. .,� b' NSS 3�3R3 y q I •Wri40dD r�AP I � �I h � I ar�Y l�7fi•I,v,, ralmwQ',�x..nluc��-. ,� � C/1 - N s%G. 7 tV _ m 1 r5fc PeJa P 7 om.H n. � ►�I AQE -tvC 0 1 N IO3a_ia.ba 19to 1 --- � • I ' /� : 1 I S ' PAD 01) roK - I , � , I—,.�. '�—r 1—r— �`D' _ — l�roJu�I+�A✓mF�aiaa�. .yt �I MM Fn I i...do- _'' - - EcuN-y i7¢�5-20 .N_ , I i Nass scrovr. q;-e i�euert nl!_Eili»---- I '44 rn t I n I I I }V,J6Y ISI II I t I weal PADS A iLO S W14- .#S eMuq i -I - ------ ' I ---------- - - � � � 'I B PAD ----------- �1 �5or.ttM, � I I I Ma14". : 120 rZ0,iL-9OL+p / .V1 . AWC.Guide to Wood Construction in High Wind Areas:110 mph'Wind Zone t Massachusetts Checklist for Compliance(78-0 CMR 5301:2.1A)1, Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph V WindExposure Category................................................................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_�_stories s 2 stories RoofPitch ........................................................:.................(Fig 2) ..........................................`7 . _< 12:12 ✓ MeanRoof Height ............................................................. (Fig 2)................................................J ft s 33' BuildingWidth,W ..............................................................(Fig 3)............................................... l�ft s 80' BuildingLength, L ..............................................................(Fig 3)................:................................!11 ft <_80' ✓ Building Aspect Ratio(LAN) ...............................................(Fig 4)................................................ 1.1. s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)...............................................JL�IpL s 6V NS 1.3 FRAMING compliance with framing connections 9 ections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete........................ .................................................................................................... ConcreteMasonry..................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ....................'............ ........(Table 4)................................................. ; l u in. ✓ Bolt Spacing from endloint of plate ............................(Fig 5)....................................._ m.<_6"—12" Bolt Embedment—concrete........................................(Fig 5)................................................. 'I' in.z 7„ Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_15" Plate Washer...............................................................(Fig 5)...:......................... .........z 3"x 3"x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...............:...................(Fig 6)...................:.............................L ft s 12' 'Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... ✓ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................... to ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................T ft s d ✓ FloorBracing at Endwalls...................................................(Fig 9)................................................................... V Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... LL 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 5 10, V/ Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................lb, ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................LIgI in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)...........................................101,ft s d /L 4.2 EXTERIOR WALLS3 Wood Studs I�IgJ• ✓, Loadbearing walls........................................................(Table 5)..............................2x_- ft in. Non-Loadbearing walls................................................(fable 5)..............................2x*- ft_.a in. Gable End Wall Bracing' Full Height Endwall Studs........................:...................(Fig 10)............................................. .... WSP Attic Floor Length...............................................(Fig 11).........................................��j ft zW/3 Gypsum Ceiling Length(if WS�P not used).............. . (Fig 11).............................................,j.f ;Z 0.9W 4�� and 2 x 4 Continuous La ral'Brace @ 6 ft. (Fig 11).............................. ............................... or 1 x 3 ceiling furring rips @ 16"spacing r n.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................41 ft ✓/ Splice Connection(no.of 16d common nails).............(Table 6).......................................................... ✓ ] • t • r AWC.Guide to,Wood Construction in Nigh Wind Areas:1.10 mph Wind,Zone Massachusett.s,Checklistifor-Complianee(7so CMR 5301.2:1.1)1 1 4 1". _ •. .. _11..-f ,ti ti . t..t'�_r,7 ♦rI i .. .a. {.� .• ! y IZZ a t t r r ] t t t t a �iI F ING MEMBERS t EDGEBTFERMEDIAT£ i I f Il"STAGUIrEO 11 PWLPATTERN !f, ^ •-,� � PANEL r x PANEL EDGE � ,DOUBLE NAIL EDGE SPAQMG DUAL n 4 Detail .. `Verficaal and Horizontal Nailing ' �r ' '?' C for Pan'el'Attachment " { 6 1 17ITtPT53rfo.�_— __�_-- 'e r 1��' :f,a�Y..h ti,. 1 .-�f , ijlS.'•t•^,fit ]. - — ... . 7F ;rJJ r. t ..,•,"Eli .s +� a ;a r I AWC Guide toIWood Construction in'High Wind Areas:110 mph,Wind Zone Massachusetts Checklist for Compliance(780 CMR'53012 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 'Z ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8).....:..:................................................. _6oe— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) - Header Spans ...............................:...........:............(Table 9).:.:......:..:^..................aft_!_jj in.<_11' Sill Plate Spans :..............(Table 9)..............`...................J_e ft 6 in.5 11' Full Height Studs (no.of studs)...............:...................(Table 9).........................---............................ %Ooo .-r Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)' .-:y ','r. •:` r Header Spans.......................... .... .... .... .. ..:. ........... - p (Table 9) ... ................... ft Sill Plate Spans.................................. ......................... ft - in.512 Full Height Studs(no.of studs)...:....:.:. :.. (Table 9).:..................................................... Exterior Wall Sheathing to'Resist Uplift and Shear Simultaneously4. Minimum Building Dimension,W f Nominal Height of Tallest Opening2 .......................................................................... 5 6'8" Sheathing Type........................... .................(note 4)............... r1 jL - —!L ........................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(fable 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................A Percent Full-Height Sheathing.......................(Table 10)...................................................�„�l. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nom nal eight fti Sheathing Type........................... 2...............(note 4)...................:.....................An'.�!'t_c1r22 8" � Edge Nail Spacing Tallest O enin able 11 or note 4 if less ....................... n. v 9 9 R ) _& Field Nail Spacing able 11 ................................................. in. j.7 Shear Connection(no.of 16d common nails)(Table 11)........................................................AL V Percent Full-Height Sheathing.......................(Table 11)...................................................�% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind Speed?..........:.................................................................W..!ItM..L..ftYl. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...............................:...................(Figure 19)..............ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls - - - - Proprietary Connectors _-• -- - -- Uplift.............:..........:...:....................(Table 12).. :.. ....U-170"1 If .,,� }� r 'F i•W, y « .. r • - Lateral....................................... .(Table 12)............................................L= plf .... ...... . .....(Table 12) - S=_Jai_Of Shear........................ .. . . .::...... ...... .... Ridge Strap Connections,if collar ties not used per page 21... (Table 13).....::. .: '....T=jal plf Gable Rake Outlooker.........................................(Figure 20).............-L ft 5 smaller of 2'or U2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors gj44 Uplift................................................ able 14 U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= Ib. Roof Sheathing Type..............................:.....................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... .................. 1 ..5 .$��.� E_in.>_7/16"WSP Roof Sheathing Fastening...........................................(Table 2)...............�. ......... 1 Notes: -- - - ._ _ �.; >.';`x; PoN�G�� 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,.to compl�with,the reguirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not , required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 _ c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#27grade. v 0 AWC Guide to:'Wood Construction in,ffigh Wind Areas:I10 mph Wind Zone � ¢ t&heclJistifdr.:Compliance(780 CMR s301.2`1 1)1: 4. t Y I ..- a. From Tables 10 and 11 and location of wall sheathing and Building Aspect.Ratio;determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of.7/16"°and be installed as follows:" i. - Panels'sball be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over,and be nailed to framing. ippn single story construction,panels shall be attached to bottom plates and top member of the double .—. roP to . r .. .. , ._ . ' ,1,. • '.:.� ,. • .. �., -., . � �' ' u§rs nstruction, upper panels shall be attached to the top member of the upper double top y>� -�o•-� v.1� —plate and-to band joist at bottom of panel. Upper attachment of lower.panel shall be made to band joist y� r enUmade—to lowest plate at first floor.framing. a—Wr i'- t�m�ixpesing at double top plates,band joists,and girders shall be a double,row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THB EDGE RESTS ON t FRItMIN(iEJMM NAil s` , .•' A6 • ry 11 /1 1 1 11 11 1 1 11 ' /1 ' I -mom li ii 'Q • Il Q 11 ifm W J'ri t, I Tl 11 1/ � 1 1L 1, m n .'z, w.., aft. , ••' It pp I'll- 3 'vr 1 .. .1 •£r f;.li)^ n ? I! IO P ■�+ - It � 11 .. If � 1 - I i?fY�_ ---LT :. � � — -..- 1 � i1 1•t � �sl �`:i• I t:, ..I, 1' ,• r_. 1 t W 11 It 1 W.. . 5t•�- r_: -r r+- �ti�9► ti'•�+-�s'.w+- IA r W&SPACING ``i t'i t s, See Detail on Next Page Y+ r;,•._ L Vertical and Horizontal Nailing ;L�i -Zs' -�• "' ", + r18 _tttachrYmnt 1�•� '� '�t^�f-�'�•=may,=�R.+.alr' -.. • . - - •,�* � ti�':S�1 Ir i� :'r'�irr+�f•�•I�If 7�3+�r.�'.wl•�, .'v.. t _ , : - . ti i2� aOwl�r 1,' •i ice..{k: .11i^q it C^ J.,U_1"'/ •�;. .`t'r.., ,... ,. `•. „ .. '! f Q` ,�. e Y . 1�C/t .? �.j:fif Ia^f rr`.f~ *t: Ir,i, I! : i... i .?.'.-i. 1• 1. yp�+���,•,�,�r- •���.p� � i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)I 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE FWM oN FritAAA NG USE sd NAILS Arsro.G 11 11 0.1 1-I it It 11 1 1 1/ 11 ' 11 It 1 11 11 /I 11 1 • M 1.1 1 11 /1 11 1 l • 11 11 11,E o n r1 1- It _. It d 11 ii m 1 I li Ir g 1 a • -• 11 11 11 11 1 i 1 � ii ii S 1 u 11 II Q 11 it i ' 1 u 11 1 u t 1 u r1 I 40U81 E SUGF `-- MA1LSPACWG PANEL_ a } See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment �1a:S 1 t1,�3 � I.k.tdl ".ttl"jr. :l'_"ti Elo.l JE�. .. .►'.J �..€.}, f�� ��fr 1fi"'>` ,�_.!y` .. j.._i l i'.£.♦ fi t',ttt't:ta " ..31iQ'i, C'r "ta ,r ad _ L' I. ''+a.1. t. ..3 ae•lr r� . +,f;.�t _.! :u r' '.�f t,' ,.. =3u .c':+a, 6.:a:t:'rt#� ..i I, c ;-1 .. .:G''i I:,�. ,a ,i� . I• t ° ...�, 1l.,(,: '.�',. si`S.. �.. '.t'.f'l''^.7rY''i-',""•�K^. I :J ,f1£ - — io t` '�':� .e'i..i r., Uai )ti:- cats, f.i7 'I= .;1. y. .. '1' „ 1 �n•J+ �.� 4RcI�1t�. .�a t +� rqi; , ,r,�aiC" . �1 ar• .. ::��. �,It' .�#' e I, �' G. - w•sGlr�aYYYfOe ____ 1 F i AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 FAQ*: WFCM Checklist - uestion: I understand if a new home is built in a town in a i10 mph wind zone en the American Forest and Paper Association (AF&PA) Wood Frame - ��an-be used to prescriptively design it. I also understand rri-e cases the home can be framed per the WFCM too mph Guide, if it grtain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts '_ '-r-"&Aeeldist that can be used instead of the checklist at the end of tw ui e. Is this true and what can you tell me about this "modified" checklist? _ m-You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4S installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past io to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. RICHIE'S INSULATION INC. p 111 OLD BED FORDROAD WESTPORT,MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: I I PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 120 RAILROAD AVE Z F TOWN: BARNSTABLE CONTRACTOR'S NAME: BRIAN BURBIC i CONTRACTOR'S ADDRESS: P.O. BOX 706, BARN STABLE I CONTRACTOR'S TELEPHONE NUMBER:508-325-2252 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: E MANUFACTURE:ICYNENE ( PRO SEAL LE IS MATERIAL USED) ) THERMAL CONDUCTIVITY PER INCH:7 PER INCH I AREA THICKNESS R-VALUE( ROOFLINE 5 Y2" R-38 EXTERIOR WALLS 2" R-14 I STAIRWELL BASEMENT CEILING GARAGE CEILING WALK OUT WALL CRAWL& BASEMENT CEILING ' OVERHANG CATHEDRAL WALL CATHEDRAL CEIL WALKOUT WALL 2" R-14 FOUNDATION WALL 2" R-14 BLOCK/RUNN. IST, 3" R-21 BASE SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER i CONCERNS PLEASE CONTACT MY PHONE NUMBER. i INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. I r S 23 tqy, Tovvu of Barnstalble y�� ��,� � Expires 6 mo u m issue Regulatory Services Fee �sax.�sresre. �) Thomas F.Geiler,Director Building Division Tom Perry,CEO, Building Commissioner 200 Main Street,Hyannis,MA 02601 wr,w.town-bamstable.ma us Office: 508-862-4038 I'aY:508-790-6230 EMPRESS T APPLICATION - RESIDED TLAL ONTLY ®/��/ tVot Ynlid+vithot¢Red X--Press Irrr�orrnt Map/parcelNumber Property Address i 7-0 L � Aur a> -xsi b V; (kesidential Vahie ofWork S ���71a M- minnumfee ofS35.00 forwori.underS6000.00 Owner's Name&:.address rns) I A Contractor's Name ✓Lt� Telephone Number���/ (�T Home h=rovzment ConaactorLicenseT(ifapph=ble) 1 d'5 3 F,.>a,l.�.����ConS�r�c�,hv,�Cr�O��� Cons=tion Supervisor's Licenser(ifappEcable) 9 I 1[/( U Workman's ConVensationInstuarice Cbeck one: ❑ I ama sole proprietor Mqy arn.tY�e Homeowner �8 wlbaveWorkees mpensationIns rance 70 ; 2014 Imurance CompanyNara` I Workman's Comp.Poay- W 1. o Copy oflusurance Compliance Certificate must accompany each permit. Permit Rcbeck box) oof(hurricane nailed)(stripping old shingles) All construction debris wiUbe takento_ IISC ,LAAQ ❑Re-roof(hurricanenailed)(not stripping. Going over existing layers of root) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Vabie (maxxnmm.35)4-of windows n ofdoors- ❑ Smoke/Carbon Monoxide detectors 4 floorplans marited with red S and inspections required. Separate Electrical&Bi a Permits required ,IVVI re requied M ss—ce of this pcmrt does not exempt cohhvlb=e with other town dgmrmheatraguktnns,i.e.Historic.Conserva 33o etc ***Note: Property Owner must si�nPropertyOwmer Letter ofPermission. A copy oft a Home Improvement Contractors License&Construction Supervisors License is required. t SIGNATURE: C-\Usersl&coM7 AppDam'LocaLMierosofi\ Mows\'emporaryIzz==Files\Co=ew-Omlook\ERi6BDVA7—U.RESS.doc Revised 06 13 13 r - - 4� y� f plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra -Any rotted or otherwise deteriorated trim boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged for as an extra at the rate of$75.00 per hour, plus 20% mark-up materials. FRASER CONSTRUCTION Warranties the labor for LIFETIME of roof. FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 15 years. II CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: ' ' ° ° �G t I t Homeowner Fraser Construction, LLC 5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f `Pv1 r ' Parcel � Permit# 7g e Health Division 1013(1,) O-SS9 Date Issued OC et%afOJ&; Conservation Division o �� / Application Fee Tax Collector . Permit Fee C Q� IV SUPTI�C SYSTE J E-,EUj i L Treasurer !NSTALIE®IN COMPL.IX, Planning Dept. V=ME 5 E:�dV1RONMENT CODE A?'- Date Definitive Plan Approved byPla n��in Board TOWN RECULAM Historic-OKH C) "614reseYvation/HY annis Project Street Address 120 Village ,a Owner 4PlIZZI,�A rl1L"S'.�,G��a,C/rj' Address 709�,�if Al&- ,13 Telephone / C"4,) Permit Request 14A1L MA I-L ,��,/Z��ia / To .S'L G=/_-,a/,VG /0o4C# Square feet: 1st floor: existing proposed 66 St-"_ 2nd floor: existing proposed Total new (/.a - Zoning District Flood Plain Groundwater Overlay Project Valuation 9_,roy------ Construction Type S RCA I=WA I_ Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2( Two Family ❑ Multi-Family(#units) Age of Existing Structure -Historic House: ❑Yes YNo On Old King's Highway: ❑Yes Ur o Basement Type: ❑Full C Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing r, new Half: existing new Number of Bedrooms: existing Z new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil Electric ❑Other Central Air: ❑Yes ®'`Vo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®'Ito Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ®'No If yes,site plan review# Current Use /t?,44 r1A Proposed Use-- -Of BUILDER INFORMATION Name Telephone Number t<<a Address Zjd , 2,3 9 V C-54- License# 6 Z • a Z�3� Home Improvement Contractor# /U7SG R Worker's Compensation# o 6'®ao 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1Ve M a dTH ZA41Ur-11-G SIGNATURE �•� DATE �C�/��3 FOR OFFICIAL USE ONLY t PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS . ' VILLAGE OWNER 1 I 1 DATE OF INSPECTION: I! FOUNDATION ��5� �f'( �� � � � C•nu I�d�DOrf FRAME INSULATION �a FIREPLACE ELECTRICAL: ROUGH r, FINAL PLUMBING: ROUGH FINAL F, GAS: ROUGH FINAL FINAAL BUILDING DATE-CLOSED OUT ASSOCIATION PLAN NO. i OCT-17-2003 09:36AM FROM-Schwabe, Williamson, and Wyatt +206-292-0460 T-047 P-001/001 F-171 a 'tom. of Barnstable s� Regulatory Services ABW. I Thou=F.Geiler,Director ae=sr ���� ]i'i3L dil-ag Divisi=- Tom Perry, Building ConmL%ibuer 200 Main Sweat, HyaaaiS,MA()2601 Office 508462-4038 0 Pfopefty Winer Must Complete and Sign This Section if using A Builder �! L� L-11� �-�s�t' ,U hex of the subject property hereby authorize ��j7 to act on my behalf, in all matte.3 rrlatide to work autaonxed by this buildi:.g ge�sat apP Orion foz: 2 r— (Acldzp-ss of lob) sigmt=e of Ownez nee Punt Name. QFORMS:O ��SYaI3 RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE New Buildings,Additions $50.00 0,Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x'0031= plus from below(if applicable) @y ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f� >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 J (plus above if applicable) permit Fee projcost TNE fp�� The Town of Barnstable .O� BAFARP, E e M = Department of Health Safety and Environmental Services MA35. s619- wee `fEo Mpg. Building Division 367 Main Street,Hyannis,MA 02601 Gce: 508-862-4038 K: 508-790-6230 ]PLAN REVIEW Owner: UleSSwl /l/C F)- Map/Parcel: Project Address: A&2 &BIZ Ao,,V O Ave Builder: The following items were noted on reviewing: mew .pv®T r/ej'c/'&T 7-P /u e 741s�'d>e Z-/ rAa aC S S 4 i OAIC , 331Oc,C 7-0 8 e l"�'l� e Q 4 T & Fi11 Reviewed by: Date: r `%xl4l: w 20 -, • t`- .14 1 "kitOL ef 14 tt 001, Wk Jk or 1 •,. 49 44 ITA- $„t "• ' - -'O •� '_ E; ' .��,• ♦ '� : I'!,, • '., f BOISE, BC CALC@ 2003 DESIGN REPORT - US Wednesday, November 05,2003 13:00 Double 1-3/4" x 6-1/2" VERSA-LAM®3100 SP* File Name: A Duprey Wesselhoeft.BCC: RB01 Job Name: Wesselhoeft Description: Address: 120 Railroad Avenue Specifier: City,State,Zip: Barnstable,MA Designer: Joe Madera Customer: Andrea Duprey Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: �0 12 1 2 Standard Load-25 psf 11.5 psf Tributary 06-06-00 Ak BO B1 934 Ibs LL 934 Ibs LL 669 Ibs DL 669 Ibs DL Total Horizontal Length-11-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-06-00 Live 25 psf 06-06-00 115% Member Type: Roof Beam Dead 15 psf 06-06-00 90% Number of Spans: 1 1 Trapezoidal Left 00-00-00 Live 0 plf n/a 115% Left Cantilever: No 05-09-00 Live 0 plf n/a 115% Right Cantilever: No 00-00-00 Dead 0 plf n/a 90% 05-09-00 Dead 25 plf n/a 90% Slope: 0/12 2 Trapezoidal Right 00-00-00 Live 0 plf n/a 115% Tributary: 06-06-00 05-09-00 Live 0 plf n/a 115% 00-00-00 Dead 0 plf n/a 90% 05-09-00 Dead 25 plf n/a 90% Live Load: 25 psf Controls Summary Dead Load: 15 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 4679 ft-Ibs 59.7% 115% 2 1 -Internal Duration: 115 Neg. Moment 0 ft-Ibs n/a 100% End Shear 1459 Ibs 28.8% 115% 2 1 -Left Disclosure Total Load Defl. U199(0.694") 90.5% 2 1 The completeness and accuracy of Live Load Defl. U346(0.399") 69.4% 2 1 the input must be verified by anyone Max Defl. 0.694" 69.4% 2 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U180)Total load deflection criteria. above is based upon building Design meets Code minimum(U240)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and-analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for 61 is 1-1/2". products must be in accordance Member Slope=0,consider drainage. with the current Installation Guide *Cut from: 1 3/4"x 7 1/4"VERSA-LAM@ 3100 SP and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call Connection Diagram (800)232-0788 before beginning Member has no side loads. product installation. BC CALC®, BC FRAMERV, BCI@, Connectors are: 16d Sinker Nails BC RIM BOARDTm BC OSB RIM a=2" —�I BOARD- BOISE GLULAM-, b=3" b VERSA-LAM@,VERSA-RIM@, c=3-1/4" a VERSA-RIM PLUS®, d=12" VERSA-STRAND-, T VERSA-STUD@,ALLJOIST@ and AJSTm are trademarks of C Boise Cascade Corporation. Page 1 of 1 t., � C�iG�G1 ?' �,�e� .�� T 8� v ���, G. r -- -- �--- -_�., � � ' Assessor's office(1st�Floor):, - AA\� ,.� .,, 7��'.� . - , Assessor's map and lot number QL� �`�.y V �> ' +�`�p4�.L ®�� - J�,,m � �oF TN t to` Board of Health,(3rd;floor) C' �IT C0�PLI,��,C Sewage IPermit number �� �/ V�RQ� H ftEJr Joijit D Engineering Department(3rd floor): �►� Asa9rantc ' House number "s'L `�"� A iL , TOVVIV I4E m '�o "a 9. Definitive Plan Approved by Planning Board 19 a �� �Fo rw d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only r TOWN - OF BARNSTABLE- BUILDING INSPECTOR , APPLICATION FOR PERMIT TO syl Z L/A�en TYPE OF CONSTRUCTION �T/c k /''AA/yIAla 19 � 4 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location /y� %� _ LA/✓/_< L Proposed Use Zoning District Fire District_�LAR,41 e7--,41?e-l= Name of Owner W1 4 L MAI wi C.9 G Ll o% T• Address f4:ff ITL(_ W,4 01000 2 Name of Builder A/VR/: t,—- 00RAC Y Address /3 h' fl13 G` C3a 2 ZS 1---A s J'7- Name of Architect X281 J�T �QUS �~ �C�%°�� Address /1V. • 2 2- Number of Rooms Foundation C4/=Tl_- 13 46r/t Exterior °�r/c) I-0 � ,AIIAIC &C Roofing r//,�/= G���S T,4/3 Floors �' ' /�/�` Interior r// e''z I Heating Plumbing Fireplace Approximate Cost , 1410 G o es . ..!�Diag Area �T am of Lot and Building with Dimensions I i I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �✓ ' - ;` ;6Pnstruction Supervisor's License Q d WESSELHOEFT, WILLIAM ` i 34099 r Permit For Addition 4 No Single Family wellin s -- 1 a`t D Gam! !f7 JC ti r o' Location a A, Barnstable ' Owner -� -William Wesselhoeft F - T-cPe of Construction ` Frame Pit-� �' j `Lot eu r i i December 5' 90 w i ? ;a Permit Granted . '19 r , - ;y „ �Dat�of Inspectionaq L.91 - `19 Date C pleted. '19 tJ rs Q Cq , t (�J -� �..- C' .� .3�j , r � �jG�%t,".�wd2,, l 'u�` l�.� . c3�3 JC S✓�/ � ' � l p C0 '201.x 0,� �' / \hied C / n 4 N'or+ t 2 O 1h _ w1' (' _' •,t fit. • r��� Y" - J . . 1,wwxal, { - Y cavw V � ! u ♦ � - { ,..5 .. -. s ! � d7.L� i :; +•�,� k. ^r_4'; 'z� �� .0,.p,�� Sys t'. l � � t �•' t � ' - 7 ur ^� y 5 �� �"` - +Y a . a z s x,T t� fr.a - f "F 7 ♦ .+ Y�' e fro: ? 'a�rz; .-.tar F-�`-r•+4� x. 't--.. ZY _ r t r "jVx-Y �dY' j r — • t r � vyr ziLLIa 'AIcAIfi6i ke r y�n�'� 'eta a - C k' _ _4 s �c .., t til ` � "c ,..3•°' `�S #rdvi'•k"tS1W p. }� ^" r u ` 2- y l '�i`'"r�,f• -.a . :. - r i- .. 7'�k y.r���� # wl,.,��.���_fit s. ��. gx Its "� - � - V ..�.�yJ s��� _ s ...� ; i u �. •`F � � wy> ��_L +wY'vC Ems, }ti�r � xy���d... �. _.__ .¢ l m. v'., S Z 1� N4. v"1 .� -✓ , r 't'� �f �' A-i Sa Y� [� �, O� � r -,a � y � I �'_ � 3� ♦ \\'O 1 5' ..._ 4/1 71 ,4� % �� \. o- ��,�s,�-"d�inr"r�' s�� z` we "y�"`in'.o M.`- `�` * �"• ��... rri i��wj�� - *L\�R�.~ MGIe+�. CVO G_:AS � -/� � v �.. Id'✓j -. �.; '< .'�. ,� ,A-"b - 4 t � \�� � '�"- x'y' a- � jvw s C `� p � �,.;.. Y. .:• �i �� - - �� t �. \S oo _47 .-� 4_ .:�___.. - - off'"o -4� _• °�./��- �!✓�rG.�`��.. � of�n 6 apt ! V E VI AY �IAY ' r �tco: ECNNICAL NOTES: 680.26 Equlpotentlat eondbrps(Summarized) (A)Perfamence.The egdpoten0d balding required by this section shall be Installed to reduce voltage g idlentc In the pod tree. (B)Bonded Parts.The parts specified in 68026(8)(1)though(6)(7)shall be bonded together using solid copper conductors,Insulated covered,or bare,not smaller than 8 AWG or with rigid metal conduit of brass or other Identified corroslanHralstant metal.Connections to bonded parts shall be made in accordance with 250.8••.An 8 AWG or larger solid copper bonding conductor provided to reduce voltage gradients In the pool area shall not be requred to be extended or attached, to remote panelboards,service equpment,.or electrodes. - 1 (1)Conductive Pool Si Bonding to conductive pool shells shall be provided as spedfled In 680.26(8)(1)(s)or(B)(1)(b). P01.1 paced concrete,pne-sticaliy applied or sprayed concrete,and concrete block with pointed or plastered coatings shall all be considered conductive materials 14'-0•FOOTING BELOW dire to wafer permeability and porosity.Vinyl firers and fiberglass composite shells droll be considered to be nonconductive materials: (2)SPuch-1 RelNaoMp Steel.Unancepsulated structural reinforcing steel shall be bonded together by steel tie wires or t 3'-0• 10'-O• 22'-0" 21'-7 1/a• GRADE the equdvalerd.Where structural reinforcing steel is encapsulated in a nonwnductive compound,a copper conductor grid T.O.F.190.001 T.O.F:[66.01 T.O.F.lB2.OJ _, 8'-10•-RETURN->STONE 2• 184.01 shall be installed In accordance with 6SD.26(bxlxb). GRADE T.O.F.187.5-/I GRADE 368'-O' GRADE _ GRADE (3)Copper Conductor Grid.A copper mnduaor grid shall be provided and sfidi complywlth(b)(1)through(0)(4). 93.0+I 90.5+/-1 89.0+/-I f85.01 I 8'-0•(8T;SRO 7.25") 3'-8• T.O.F.IB5.90] (3)ee cmatI acc ofmimmurn g AWG bare approved capper tandhutors bolded[o each oticer at all points of crossrg.The boding shall be In atce conto r of po or.epproved mearhs. - __. ._...__ _________..___�__�__....___�__.-___.____�_____._..________.�_______.�___...__�_.-__.___�.-_.______.___s__�_____�__.�__�___..___�__-_..__._______._.-,___-..________�___________._ 2 Conform to the contouro the pool. 194.331 2"B UESTONE CAP(BSC) t'- 04 331' _ _ _ �� (3)Be I are Ina 300 tom by 300 tom(121n:)network of conductors In a uW(onrtly sDced Derpentieda grid Oatcem with a tolerance of 10 ton(4 In.). . •i (4)Be seared widin or under the pod no more than 150 mm(616.)from the outer contour of the pool shell. I i 4"TRENCH DRAIN J 8•W I� i (4)Perimeter Surfaces.The perimeter surface shall elide d for 1 in(3 ft.)horizontally beyond the Inside walls of the pod and shall include unpaved surfaces I 194.331 BSC IN PATIO 194.33]' I 8B 9) as wall as eel core ate surfaces and other_ __L _j__ _ j,,, poured types of paving.Perimeter surfaces less thahl m(3 B.)sepaated by a pema nett wall a buildaig 15 m(5 R) 1 2'WALL(TYR FOR (, t O w In height or more shall require equlpotantlal bonding on the pool side of the permanent wall or bUlmrg.Bondi g,to Perm,eter surfaces shag be prodded as e I DE51GN VERIFY) - h specified in 680.26(B)(2)(a)or(2)(b)and shall be attached to the pool reinforcing steel or capper conductor grid a endnimun of four(4)pokes.uniformly -^ space aauM the perlmeterof the pool.fror noncondus-tive pad shells,bontirq at Poor points shall not be required. - 10• -i t0"W I 1 (5)StructralR lmFreing Steel.Structural reinforcing sted shall be bonded In eccertance with 6S0.26(B)(Ixa). i ' (8)Alretuto Means Vetere meritsual reinforcing sled Is not available or is encapsulated in a rwncenductive compound,a capper conducta(s)shill be utrfized n i p WALL 10"w 01.0 ovate the fdlowln - �4 �_, gre0lremeds arc mete (I)At leas[we mWmum a AWG bare solid copper conductor shell to prodded. (2)The conductors sail follow the contour of the perimeter surface. m(m o i (3)Only listed plies shag be permitted. I i (4)The required conductor shag be 450 to 600 min(181n.to 24 in.)from the Inside wells of the pool: m I I a (5)The required-O char shag be secured wlttrn err under the perimeter surface 100 to 150 mm(41n tD 61n.)bdow the Pubgrade:. a la ro T.o.F.IB2.001 (Y)KoftMc raorpme na_An metallic partsof the pod s ructure,lndam jreinforcinq metal not addressed th 68026(B)p)(a);. ' h..___ I I shall be bonded;Where reinforcing d�Is encapsulated with a nonconducilve compound,the reinforcing sled shell not be requred L _____ j 5/Bx 4"DOWEL DRILL 7"INTO 194.50]'(B�C`)_�I [85.91 BOl'STAIR (8to)Underwater bandacl. tlgrmq. e . EXISTING AND SET IN EPDXY 1-h" 10^w (9).Unde water L. 6"TOP F 24"O.C.(3)MIN. (10)Elestrfml.Equiprrent. BENCHI (11)Fix d Matal Parts.All flpud metal pats shall be bonded Inducting,but not nrrdted to,metal-sashed cables and raceways, - .. metal piping,metal awdngs,meal fences,end metal door and window frames. EwepUan No/:Tom separated from the pod by a permanent Merrier that prevents contact by a person shall not be required to be bonded. .. Exception No T.Those greater thou 15 m(5 fL)horizontally from the Inside wags of the pod shall hot be required to be balled.Ekeepgwu No 3:Those greater thm 3.7 m i (12 RJ measured vertsdly above the maximum water level of the pool,or as measured vertically. \l 0 1 '' NOTE I: drove arry'obswation staids,towers)or platforms,or my living abuctum,shall not be'required'to be bonded. t I h OUT TO OUT POOL COPING 1 i 22'-4"+4"STONE=22'-8' (C),Pool Water.Where none a the banded parts Is In direct cornection with the pod mom,,.the pool water shall be In direct contact with 1 FILL GAP TO POOL WALL AFTER. INSTALLING POOL al approved cormski uses sta d conductive surface that ngroses not less than 5B00 miry?(9 In.�a surface area to the pod d water at all tones.The conductive III IQI 16•-4• B") ! shell be located where it Is not ogrmed to physical damage or di lodgement during usual pod ta activities,e it shot be baled In accordance with 68026(5). GRADE jg09ConneCbnef Grratrl IN-and Boyd iI I i i m N (55.07 trW onEquipments*� (A)Permitted Methods.EQrprnhed grartdng mndoctprs,grounding electrodes conductors,and bondng jumpers shall be connected by one or mama the lMoxdrhp, NOTE 2: meats: •I UP I3 L. SEE SECTION FOR FOOTING (8)Usted pressure contractors tot. i I� m UNDER.EDGE OF POOL.INSTALL {C)Trmtnel bms DEPTH e'-D. i AFTER COMPACTED FILL TO 95% (0)Pressure connectors Ibced an grourdng,and Bonding equipment f2)2`DRAIN- I I I (E)'Exothemtc welting process t h (F)Machine screw-type lastohes that engage not less then two threads or we secured with a rat t 1'-0• I 1-4• (G)Thread-fomdng machine saays duet engage not less than two threads In the erdosure 1 II (N)Connections that ere pat or 6 listed assembly iI POt.t (I)Other listed meats (6)Metllodr Not Permitted.Connection devices a fittings that depend scley on solder shall not.be used. T.O.F. *NEC 2014. Equipatentld Bantinp Article 680.26. i (82.001 ••NEC 2014 Cennerton aGrdo ndrg and Bonding Equipment Artde 250.8 MI _ i I 5..`x.LADDER 194.51 B5C-jj 10•W GROUND BOTH - SIDES _.�--______ T.O.F. - [82.001 I -------------------------- 195.791 I m "' ®aem 3 5RAIII .01 ®v.r.a ;\ ':i^.�.y-rli. ~.94'; susrahawasmmros anus [95.791 m BOTTOM I d•anMrdryNM ua cola (3 _ m{�` v I y nrrnmr _ m col ,I .swraer ^) -;"'='tofu _S'. o (90.31 I �i t'-0^ lnt sww®r I I a O � m m DRAIN 2._B• __ _ 1 e - LOIN FOOTING RETURN 3G' T.O.F.1•-0•WI I I IB3.O01 ` 8" 6'-J _ J I i 5/8x14'DOWEL.DRILL 7'INTO - -- -� - I I) T.O.F. i•mppa iemsit 1 I I EXISTING AND SET IN EPDXY I 1'- l'tF-//� IB2.00J G'TOP*24'O.C. � Ilr eo l9E 31' I.1� ..,..rraaer +1.� 1' ___ `.t. _,� 'R•J1" ,Tj, a1•lewawhhabpasvo0rr 196.9]F.F. 30,30-ACCESS OPENING. •p{ . za BOTTOM Q 3_O• T�! .+� V-2" I1'-5' I- rew.rrrwmme®w,�. [9G.31 DECK 3 a-rwo.`olemrearrlo •l/ _ L I [BASEMF.M 86.01 POI.I ® 4u ` 6"LAP MIN � Barnstable Idg. Dept. POOL PLAN )�Il a 11�:: 7ta. a t:-6pa.dA�4a0tl®ear SCALE I/4-V-0' W.wtla eatamhicOhmadbmNola as rsanysrers.0 Nrm Approved by. 4se-mtvalrrrer Elpravhed� ,,,, r.._ -- - rm CUPIIVCi DETAIL Penn it GCALE 1/4-t'0" , I as aa.vasealvmon nvz serf. csi.ee.smvo: cwreer. POOL FOUNDATION; MAHER RESIDENCE ArcLeeds A E LEE DIS P01•� 120 RAILRCAD AVENUE F.Kald e e I E.Sa dwich Ming �RC HIM TS COPING DETAIL; 10/O6/2018 mjDen BARNSTABLE,MA 12FauJtlDrvelE.SaWntlh'M402537 w 508.833.1300i-eedn)l508.a33.1377itacts ((ax) E.NGINEE�ING 1'-0-U.N.O. cH,Der. w ( In)I 1 _ ALL DRAWINGS: POOL DIMENSION ARE ACCURATE ALL OTHER DIMENSIONS ARE SCALED CONTRACTOR TO VERIFY ALL DIMENSION BEFORE CONSTRUCTION P01.1 10'-0' 22'-0" 22'-0' it GRADE T.O.F.[81.01 GRADE T.O.F.[90,00] T.O.F.1,37.5=/-1 GRADE t68'-0' T.O.F.[8G.O] GRADE T.O.F.[82.0] GRADE [84.01 93.0+I 90. +/-1 89.0+/-1 185.0] 8'-2'(8T; 9R®7.25") 3'-8" CONTINUOUS RAIL ON OPEN __________ _________________________________ _____ _____________________________________________ OUTSIDE EDGE '--_ --194-331--- -- 4 CAP(B5C) 1'- [4. 6 i- ___________ _-____-- --______.. _. ___________ �- _____________ _____-•I' � iIB RAILS AND GATE TO MEET POOL 'TR.ENCH DRAIN n , SAFETY CODE. 1'-2' --- -----_- 2'B UESTONE �� - _ [88.9] L.•" SEE SITE PLAN FOR GUARD 4' 'WALL W/2'LEDGE _ F YP FOR DE51GN 1-'(8'8:8331-�- RAILS/FENCE REQUIREMENTS gVERIFY) , T _�_ ______ ___ _____ _ n . I I BLOCK I I I WALL I 3- I 1 I -1 01.0 PROP05ED AUTOCOVER VERIFY ALL DIMEN510115 c I m i� m i• I..m = I PRIOR TO CONSTRUCTION 12'-0' T.O.F.[82.0] 1 5/8x 14"'DOWEL.[),ILL 7"INTO 1'- OKAY �• ___� -^ 185.91 BO SI AIR -- EXI5TING AND SET IN EPDXY _ J f____ - 6"TOPE 24°O.C.(3)MIN. [94.451 BENCH I, z' i ; i , I f ( i 7' 1 / DROP TO HOPPER POOL>30 1 PROPOSED I I i I GUARD RAIL REQUIRED AD' i SWIMMING POOL 1 + , I ABOVE BENCH 1 i i I 94.5' 3'X>e'DEEP) Yu I �15'+8 1/2" I I T.O.F.[83.07 8'-2'END OF RETURN WALL 5.5.HANDEAILS GROUND i I i 1 1 I [94.45] 8'-2- 501H SIDES I I I t =1 3 i17'-10'NOTE OPEN STAIR I I Z I i PROPOSED I ,1 1 i 1 F 2' SAFETY FLOAT LINE (-1 I g 7/2 B.S.C.EDGE 12"OR 8" �•�4::aet- 1 GRADE o RAISED COPING @PATIO i t I [ I +4"STONE-22'-8'TH 8'O` i I L v o i UP 2.75/I 2 ;I NOTE - 1 i '•' I_1_• c$ m LIEPTH 3'-I O" (2)P2 DRAIN ' E i; 1 ( FIOUT LL OUT POOL COPING m SEE PLANS FOR HANDRAII5 I I / 1 i I 185.01 i I i , AP TO POOL WALL AFTER it I i INSTALLING POOL i t i ! i t 'i I I I w 1 ! •I I i :t I AALL #5@12"OC •� 1 I NOTE CAP LAPOPTION: I I REBA89.90'LANDING END BENCH REOUIRE5 GUARD \\\ 1 I I [�� I ( STONE WALL RAIL ALTERNATE IS LADDER \\ ( I i I (4)#4 HO ON SHOWN KA I I O 1 J OR BENCH AWAY FROM END _ !r -- ]i----- I J y------ 7 6"FROM CORNERS WALL ' •'' LJ BENCHI !I \ I I82.001 FOOTING(3}dW-#4�12" B i I COVER WALL 2".OTHER 3" ' 194.45] i �1 1 ��j--'�I ) 86.50 i! I ,•p, �SLGC K WALL S.S.LADDER GRdTUND [94.2831 I I 1'-0' 12" 2h 1 I ry i GRADE BOTH SIDES �� w .Ir•-"-""-"-- 89.0 3 j I - I n I 184.01 85.90 BOTTOM VERIFY LOCATION WITH t EASTING FOUNDATION N.I.C. RI TI I 8" 7-7 1 2 NOTE: I , 7' 10 i 7" 1 8•_71 2 01.1 WALL RIB-BEYOND: , CONTRACTOR V ----/ I I 'INDICATES TOP GRADE OF (3)#4 HORIZONTAL OKAY --1--i � I i o 85.00 I f __ __l _- ' 1 O BLU LOWER C TL& , ,.cam.-. ._,a 8' • -0'tINC ER) •,- TO STAIR N05EREBAR I _____________________________________________._______!_I_.-_____ IS`-'1 " FOOTING , #4�12" &B 3 _ 1 4 VEEN -� Z +RAIL(BOTH ENDS) j •m 1 196.I(331 • I 1-0.W COVER WALL 2-.OTHER 3' ry ------------------- 2'-4'MINIMUM FOOTING; TO POOL#8 LOOP _-_ i SEE SITE PLAN FOR GUARD - 1 \l - - [93.31 I'='I RAIL5/FENCE REOUIREMENTS I G.C.MAY ELECT TO POUR W.P.JUNCTION BOX I I I\\ I ' I TO HOUSE GRADE PAD FOR STAIRS(HATCHED) NOTE: i DECK A55UMED[96.31: i (-0501 WALL REBAR: 14LT STAIR FOOTING BEYOND< 12'-0'LONG.REBAR 5 G° 'INDICATES GENERIC POOL ELECTRIC I I"NET PVC DECKING I \\ I I #5 12° (5)#4 HORIZONTAL NOl'E cO SILT CLTieft OTH BARRIER EACH WAY @ @ SERVICE 2.8 @ I G`O.C.P.T.J015T o T.O.F. \ �7 [93.22 i T.O.F. OO FOOTING(YKh9-#4 12"T B 3'PERFORATED PIPE _ �• 82.00 COVER TROUGH DIMENSION. GROUND=#8 1 2xe P.T.SILL(0.81)=95.79 1830 I I � ,I I �[63.001 COVER WALL 2',OTH R 3" 4'-0' VERIFY ACT UAL DIMENSION •i I .I '�,- I\ i 3 _ o WITH POOL INSTALLER. �� I m 1 P.E.TO SPEC FINAL REBAR. BOND ALL STEEL.FITTINGS 1 1 LOW FOOTING RETURN 36" T.O.F. )'_0'I -\ ' Ol.t -^--•- -- �---�- 180.001 / \ _iSHOWNFORREFERENCEAND EQUIPMENT TO POOL#8 !t 6• ONLY0'BONDING SYSTEM 5/8xI4'DOWEL-DRILL7°INTO • 1 RETURN RETAINING WALL TO OR8-O'ASSUMED USED EXISTING AND SET IN EPDXY F• 7� m \I IIBVILDING G"TOP e 24-O.G. [95.7 [1 m 96.I U [95.797 T.O.W.OR= mr I FOUNDATION [96.9jF.F. ----- [82.01 T.O. NOTE BOO'ACCESS OPENING. g ---------------- - SLAB=86.00K SECTION#1 STAIR BOTTOM @ GRADE=85.5 OK SCALE 1/2'=1'-0' 196.31 4 ACCESS TO REAR YARD AND POOL. POI.I OM BASEMENT NOTIDE E TEFL - Barnstable Bldg. Dept.' BASEMENT.NOTE 5FR PLAN DOES NOT SHOW FIRST FLOOR RAIL. FOUNDATION PLAN Approved by: SCALE 1/4°=V-0- Permit GEtl oE�POOL PLAN; �_. MAHER RESIDENCE Leeds A E _�"� s LEE)S P01.1 o„E Architects Engineeringp a 120RAILROADAVENUE 12 FaHell DMe SECTION#1@STAIR; 0/062018 w.e BARNSTABLE,MA E Sarck.h,MA02537 ��CI"IITECTS "JD� 508.833.1300eeds 1508.833.1377(fez) ENGINEERING www.LeedsAmhliects.wm "c c"JoDsr: apt r � e � \! T [)) i fi � �� V,f . .. O,�e �®�� ���US�. -5���1�. NOTE: 'INDICATES GENERIC POOL COVER TROUGH DIMEN51ON.5,5,RAIL EACH 51DE VERIFY ACI UAL DIMENSION WITH POOL INSTALLER. PLEXIGLA5 BARRIER BOND ALL STEEL,FITTINGS 'qN12'-0' - e 1/2•POOL WALL 2°BLUESTONE CAP AND E ALL STEEL, TO POOL#6 BONDING SYSTEM 38'-0"POOL: 94.45 TOP COPING (HIGH PT PATIO) 94.45 J•_G• ALL POOL WALL5 G"MINIMUM ALL POOL WALLS 6"MINIMUM C SPACE FOR TRFlCYJCOVER I 94.33 OR 94:4 14� 1-6'• i16'-0'pJ REBAR 6 12'E.W. *10'-0-#3 REBAR 0 12'&6.O.C.E.W AS SHOWN 7'-0-R3 0 6-FULL HEIGHT 6'-0-#3 0 3-FULL H IGHi LOW POOL PATIO 94.33 - - - - 93.95 TOP INFINITY WALL--_--_ - - „ .-, 93.95 H.P.P CH N _ 1 1 1 i r---•-- y'TO IN51DE IT I i i I I ___L___ _ J J 1 - •___�____..-_. L___i--- -__T_-- --_�_-�'___ ___ ____ ___.I,_ --� --- ---�1--- -- --_ --1_ t'_ _T_ _'r- _l_-1'-''- T T r 7 TlY 1 rryrl T 1 t 1 1 1 1 1 1 1 1 I I I 1 I I 1 1 i 1 I 1 1 ' 1 1 1 ' i ' i ' 11 1 Veill/'111llllltll II 3'COVEP. I, '2'UTILITY• I i 1-0.1 1 1 ' 1 1 1 I 1 1 I I 1 I 1 I 1 1 1 1 1 1 I I I 1 1 t 1 I i ' 1 I 1 I'1 1 i 1 ' r° • _o -..-___--__ , 1 1 ' f___T_--T--- -1-- -T--'-'I-- _T_•1_T'L_1-1_-IJ•.t.Ll} .ty-l+Lt.�.11-IrY� I 1/2• ' STONE FACED WALL I a m m _ 'n DRAINL---1---- ---1__-L.-_«L__..1-.._1 -L-_..J---_L___J___..L_�-3_'li-1--'-•'F-_-aA..+I..n A...,T..,.;."..t`^I,�.f"f'1.,.ITI''�.I T.1'J"7F^Lh�•1 I 6UNI 1 1 1 1 i i 1I III 1 1 I �I �_-i 1 t 11 1'1 I 5'-81 2- I -__-__-__#33 1 I 1 1 i 1 N I _.I i 1 I..1..1 i I.. i. ;..-1. I t I i 1 i I II... Ii I 5._3. 6•'i TE POQL. #3 6'O.C.HORIZONTAL 1 1 I I f 1 1 i 1 1 1 t l 1 t 1 I 1 1•1 1 / "O.C.VERTICAL _ y_ 1___,,,L___ • � 89.90'LOW WALL ALL WALL54 BOTTOM 6" I._1_ t 1_ .I.. .1_r_L_y_ t._L_}_ 1_I,._1 I 1 ;J-�� j �YYrt•I.1• d I CONCRETE 3000 P51 - t Y--''- _4 T '4- r-+ J 4-� a 1 I 1 1 I I i 1 i 1 I i i 1 J111 1 I LL 1 I I 1 1 I 1 1 I 1 1 1 ' 1 ' BLUESTONE CAP - '-"I-'�-r-+-7_'1_i_t_ _+_J_•t•_l_t_1_-t_-L'_ _l_i_L_r_L_1-_I-_r'_L_T_3_..�_t--t-T-1'�frr��0 J-y'Lra1T-t y..aTI.6� r I 1 i I ' F_y_i j- 1 i_1 j I 1 1 144 1 1 1 1♦-t �O:'11"-j1j-- •u I l -r-i-`�_-1--(--r_�_Y--�-� T- t- t� -1--r-t-T'1Ytrr T I t YY 1 1 1 1- #3 6'O.C.EACH WAY - --•t-Y--I'-t-{ Y O j l 77.042 DRAIN ALL DRAWINGS GUNITE BASIN#POOL a_ L_ .}_' L_' 1_' J_ L_1_J__LI,LLL3-I_J�._L L '11 #3±6"O.C.+6"O.C.LONG `--r--1-1--1"- 'I'--i--1-- 't'- -1--• t- Y- t 1--I 1 1 !I 1 I 1 I I 1 1 1+''!lam WAY.5.5"MINIMUM SLAB • 1 I ( 1 I I 1 1 1 I 1 I i t 1 1 I 1 1 . 1 U POOL DIMENSION ARE ACCURATE FEATHER COVE TO END OF �� a`�_,rl t� ss'MINIMUMsuB WALL 50 WATER DRAINS - )•�-t-•1'--I-'^L"'r #3 6"O.C.EACH WAY 4'-0' CONCRETE WALL ALL OTHER DIMENSIONS ARE SCALED CONTRACTOR TO VERIFY ALL DIMENSION BEFORE CONSTRUCTION ;;;;, ''� 77.167 -_ '1 1 I `• I •I •I 5.0 LOW GRADE <6-� � � -- - - - e • 1/2• t j - 4.5 BOTTOM LEDGE POOL SECTION W1 REBAR CALLED#1 I'TOBEUMIFORMLY •DRAIN SCALE 1/2'-1'-0' 2"WEEP PIPES @ 6'O.C. COMPACTED 95%FILL COMPACTED 95%FILL 4l COVER,WITH GAL WIRE ON t - I •j WALL.LEAVE STONE OPEN P.E.TO SPEC FINAL REBAR p I A SHOWN FOR REFERENCE j I 1'-0- ONLY i V 0.1 Ir OUT TO GRADE 81.00 aM---- ---- --- __1 3-PERT RATED PIPE 8-5 1/2• #4 G'O.C.EACH WAY 5PA REBAR: (3)REQUIRED WALLS#3 6"O.C.E.W. BOTTOM#4 6"E.W 9"x9'#4 BENDS IN CORNERS @ 12"O.C.+ 6"FROM CORNERS 96.9 HOUSE F.F. COVER WALL 2".OTHER 3" •-2- 7 1/ 6'-7- V-2' 96 3 96.3 HOLD i e'2t _____--�96.31' _ _-_ [96.31- 196.31• 94.5' 9 3 - f• POOL WALL(3 SIDES) 4 I / _ 1 t 9 3/4- 1 1 t l 1 i .�� --_______• L . i ' i 94.33 OR L9ATI J1 3 1 I #3 HORIZONTAL @ 12'-O-CC - - OW POOR PATIO I OW POOL PATIO 1 1 f95.7911 , #3 VERTICAL @ 12"O.C. • 1 I� f95.791 L-4-) ( f I ' r• , r •i �_ 93.95 TOP INFINITY I - I 1 ' I t - J-L _____- _ _ _-__-__-__-_ -_-__-__ __-__-__ -__-__-__-__- E I PAT1099.4 __-__-__-__-__-__-_.-__-__-__�°_ -__-__- _-1 _ 1 _-__-__-_ - _- WALL-__-__--_-__-__-__-__-__-__-__-__-__-__-__-. _ ___-__-__-__-__-__-__-__-__-_-__-__-__�_.-_`1_.-__-__-._fir.___ _ -r`I ._ _ .�__ -__-__ ______ __-__-__-__-__-__-__-__-__- _t_ __-_ __ __-__ _-________-__-__-__-__ __-__-__-I._-__-__-__-__-_ _'_ __-__-__-__ 1 1 N 1 [93 31 I 1 b9.90 LOW WALL [93.31 1 1 59,90 LOW WALL 4'TRENCH DRAIN j 1 ' ACCESS OPENING SHOWN 1 j• ACCESS PANEL I [93.227 1 I I [�3.+21 � �j ' N 1 W7IERE SHOW ON j{ j. I BUT MAYBE ELIMINATED [93'29] ' ''I $ I t i (93.291 - 1 SITE PLAN 1 GRADE UNDER DECK 1 n .,e,..r_�_�_�-,._.._„_,.-,.__.-�i�+�j I I I •....._ _ - - '•^,8 p I ,I ,a GRADE UNDER DECK I. r IF HOUSE HAS ACCESS TO i Y Ii 1 '-- CRAWL SPACE I ' 1 I l i ' I I r _ -__-__-_ _ �_1 _ 1_- -__-__ _ -.__-__-__-__- _ __-__-__-__ _ __-__ _ _____-__-__-__-_____-__-__-__----__-__-__-_ 1 1 '#491-2";'EW-- i -T--------- -- I I r 1 r 1 1 1 O 1 #s@e' 1 1 I I t ( SHOWN FOR REFEREN eTO SPEC FINAL AR i D IN 01 I n 8 P.E.TO SPEC FINAL P.E13AP. 1 'GRAIN #4(i�12",FIOFIZ. 1 SHOWN Fop,REFEREN E , I I I i ONLV i 1 I Steel i I ONLY ---190 221-� 3- 1 STONE WALL 11 I P.E.TO SPEC FINAL REBAR 90,291 3' , I I SPA REBAR: , I I SHOWN FOR REFERENCE 1. ! 1 I t TOP#5'S IN IALL WALL i , WALLS k3 6"O.C.E.W. 1 I ONLY , t f 1 1 WALL R.EBAP.: BOTTOM#4 6" IN I I I 9"x9'#4 BENDS IN CORNERS @ 2"O.C.+ I I I i #4#4 HORIZ(CAL NIAL 32 I Lv 6°FROM CORNERS VE LIGHT LION FORWARD INDICATES , i i 1 I i FOOTING(2)#q 32"O.C. CONDITION FORWARD OF i COVER WALL 2'.OTHER 3° SECTION LINE COVER WALL 2'.OTHER 3' I ASSUMED WALK-OUT GRADE j 4 • 5'-1- I I I A55UMED WALK-OUT GRADE UNDER DECK I i i i • i i UNDER DECK 5G.007 HOUSE SLAB I Barnstable BldgDept. SILT CLOTH BARRIER 1 1 I 1 I I SILT CLOTH BARRIER 1 i i SILT CLOTH BARRIER ! i I as.00 ' i' assD I I as. b i I esso es.00 [ I I o -------------- I I I I -'_--- - -- --------------------- ----- ---- `- ----------- - - -tom-L-- r---------r---/'I------------------- -��-L------ ---•------------------------------------------------ ------------------ i i - - - - - - 1 Cppra �--w J_-__-__-__-___1_-__-__-__-__-__-__-__-_____-_-- -_ t_�'_-__-__-__-__-__ _. _ _IJ_--_-__-__-__-__-__- _-__-__-__-__-__-__-__-__-__-__-__-__-__-__-__- - _ - _ __-__-__-__-__-__-__-__-__-__-__-__-__-__-_____- L yp� j V� - I r l TALL WALL I o n �11" 1 1 1 I I I I k5 HORIZONTAL @ 24" I 1 c y-I- #J®f°TOp$BO 1 I I I #5 VERTICAL @ 24"O. - i I,r•_,t,•I I OUT TO GRADE I I j I ( I_��x OUT T GRADE -1 I�-� Imo• OUT TO GRADE - - I �_ -____-_Tr--j l-------------, i -_ it _rt ••- --'--'--"r-T--'- 81I.t70 ' 1 I I •--`--'---'-•'-^r-T-----• 3'PERFORATED PIPE , 1 81.00 ]'_9" 3'PERFORA D PIPE I 21 #5 REBAR CUR 3' 3'PERFORATED PIPE 1'-6- awe- I SECTION#2 SFrTION#3 (Same Dimensions and Reinforcing as Rertinn#2) SECTION#4 (Same Dimensions and RRinfnrring RS#2&#3) SECTION#5 SCALE 11T E V-0' SCALE 1/2•=1'-0' SCALE 1/2-=1'-0' SCALE 1/2'-V-0' Leeds A E �`�"°/`"`�. 1 P01 2 POOL SECTION; MAHER RESIDENCE Architects I Engineering o3 cTle `EELS WALL SECTIONS _.a 2BARNSTALE.MA E 8833.1300(21E,5a08.83Mg07(1 ARCHITECTS 10/06/2018 RAILR ADD MA °JD� 508.833.1�+00(main)1508.833.1377(fax) � a .Lea°sArchllacLS.°°m . ENGINEERING 91/2'=1'-0-U.N.O. c�JD av: SioxnLEN err ,f J' lrljrl of U16 �® ,..,.a!�':"iK'.4=:y N..x. ._•,.e_ �'.4:�- ;+:r,- ... "it"+ :--'• a t♦:- 'Y1 s. +'°.• _ -- uRx y_ - �F+.3. _ a'1='. .. .� :, y � ✓�:, � .. .�1'_+•�•+�.�i�y :•.r.r✓•} _ �.. ..1'. "� ..i. Z.` i'4 !4''�1:t-'IT. TOP FOUND. EL 94.5 SYSTEM PROFILE ALL A * PROVIDE MM.2W DUEL WATERWHT Do 1D I'ma COMPARABLE WAG MR FUTURE U)QAF L • S: - ACCESS COVERS TO MINN L'OF FM.CRAOE OON149ETE CDW6 TO W,RWI 3•cgAo[ ,• RL1ER'T18NC OVER STONE ' 1 mUm.w OF CommitFn ROE 1ETRBRm OVER SYSTFII Bq'-Bg 'RN►gy OHGt4 RR-1• NOTE:r MR WALL 1NICKNE55 NEOINRFA O PRECAST RISERS qy c✓^ ri 4'7SCN4D PVC. ., NEES LEVEL 1ST 2' NCIY- ENDS mE s [ 82.03' •82.2' 81.87 :1¢ `av�ttnwr.In m 81.62' i uD.LLTFI. oAT , pq•gv�•• WATER=D'BDX FOR LEVELNESS e'qa THE INSTALLER SHALL VERIFY THE .eo•••ee ete_ '✓e 81.49' I11 81.32" tltl a^q,a° 79.2' . LOCATIONS OF ALL UTILITIES.AND ALL b I' 3!a•-1-1/2•DOUBLE w° • A 1 BUILDING SEWER OUTLETS AND 1b °•°q 1. w•°{ti.g9^°°•se 'e H-10 MOD.DAL.LEACHMO CHAMBER BY ACME PRECAST OR EauAL s ASI¢O STONE a'YM. ELEVATIONS.PRIOR TO INSTALLING ANY' - GI)UN.REQL. I PORTION OF SEPTIC SYSTEM- I' L CRUSHED((STONE15M O[pMCGlAwen �„AROUNDp PRECAST TTU OUTSIDE STRUCTURES STONE:SDAC X 12.B3' LOCUS .MAP L'DIePAcnoN. 11221 g SCALE 1•-2000'i (2-gx MORE) T t. %SLOPE) t 1 x SLOPE) ASSESSORS MAP 299 PARCEL 66 tw NO BOTTOM ND TH-1 GROUNDWATER TDUNO. _ LOCUS IS WITHIN FEMA FLOOD ZONE X NOTES. FOUNDATION- I V -SEPTIC TANK'.--13' D' BOX - 12' FACILITY OWN ON COMMUNITYtt�Q/25 0AS 1C0556J i 1:DATUM Is U61m_66 DATED 7/16/2014 2.MUNICIPAL WATER 6 I)Osnnc LEGEND 1.UINIMUM PIPE P17CH TO RE 118'PER FOOL 4.DESIGN LOADING FOR ALL.PROPOSED PRECAST UNITS 99- msTMC CONTOUR TO BE AASNO H-t)1 X P➢, Ex sT.SPOT E1EV. 5.PIPE JOINTS TD BE MADE WATERTIGHT. - i S CONSTRUCTION DETAILS TD BE W AOCORDANCE WTH --(89)' PRoPDMm,wNmMR SYSTEM DESIGN: 310 OUR 15.GOD(TITLE S) fee.. ELPROPOSED SPOT O 7.THIS PLAN IS FM PROPOSED WOW ONLY AND MGT TO FOR LOT L TIn� GARBAGE DISPOSER IS NOT ALLOWED BE USED BP� ANE STAMS OR ANY OTHER Y TEST HOLE. i SLOPE OF GROUND � PROPOSED 6 BEDROOM DWELLING B.PIPE FOR SEEING SYSTEM TO SCN.ao-a•PVC. - 9. F'n3 UwTY P� DESIGN FLOW: 6 BEDROOMS 0 110 GPI=660 GPD WI HOUT INSPECENTSTION NOT Y BE BOARD OF TH CONCEALED USE A.660 GPD DESIGN FLOW WITHOUT D15PETAA BY BOARD OF NFALTX.AND �HYDRANT PERMI5SIIIN NXttADffD FROM BOARD OF HEALTx. 7S Am 1Ra NE>f1lWols■n MFtr 1101000 SEPTIC TANK: 660 GIRD(2)- 13 10.IXINIINA BS8-34ALL BE RESPONSIBLE FOR CALLING LDCAFE(1-FALL UNOZ)AND)VERIFYING DIE L pjo ft T 1 OF ALL UNDENIT OF aD!OHERIff,AO UTILITIES USE A 1500 GAL SEPTIC TANK PRIOR ro caMIBT1mNElar w a1311c. - LEACHING: 11.ANY u5'BENEATH MATERUI.AR UND T PRO OSED 8E SIDES:2(50.5+12.83)2(:74) t67 GPD P RETCHED Y BILITY.N AND AROUND Off PROPOSED 1Z DOST FACILITY. _ BOTTOM 50.5 X 12.33(.74)m 479_GPD RE OVER O 1EAnmDD AND FILLED SNAIL BE PUMPED AND TOTAL 901 S.F. 665 CPO ADCHED OR PUMPED AND RUED 1IF1N L1.EAN SANG. -' ,94' 11 SEE LANDSCAPE RAN BY rARYauTN PORT IIESGN GROUP DATEDANUMY&2019 � � _ 8.85 USE(5)500 GAL LEACHING CHAMBERS(ACME OR EQUAL) ^/ GRAN 3 S 74' E S 7 2'S5•E WITH 4'STONE ALL AROUND & 4 .. . I � a i TEST HOLE LOGS Z sT 2 EHGINEtR1:AMEL E GONSALVES SE 613587' j WITNESS: DON DESMARAIS, RS .pEC 6/9/17 ® UNSUITABLE , W P13RC. RATE _ < 5 MIN/INCH 50L . N - CLASS I. SOILS Pd 15369 • A . h ELEV. L ELEV: h 2 - g Q 74.0' .Q Q 74.5' A A 9L SL 0 10YR 4/2 1 10YR 3/1 14" 18' I es V1Lt( B B -2 P C - SL SL -6 - _14 'S.F.. lOYR+/4 ' S6, NOVA 5/4 G EYbT AC 34• 71.2 71.5'INC _ .. ' 2 WAY To wy Cy. C1 AVE 1GYR I5/6 2.5Y 8/4 72' 68.0' 72' 66.5' f O V Or OF UIKLRTABIE'SOSSDIL.� C2 C2 WnN .. TH SUITABLE�LEAGm.c 76 M/G4 M/CS ' CLEAN.YED.SA)a TO MEET- 7s SPECIFICATIONS OF 310 OMR 15.255(3)_ s POCKET,OF POCKETS OF SL Sk T b 1OYR 5/4 10YR 6/4. 156'. 61.0' 156' 61.5' NO:GROUNDWATER ENCOUNTERED 1 e - F-� ELEV. I,1 ELEV. - - - - 9: '�%' 74.0' 2 .Q 74.5' SL SL �11 0 i iI 12" 10YR 3/1 to- NOVA 3/1 B B _ - 24` t0YRL4/4 72.0' 28" NOVA a/a 723' A G 6 L MS MS A POCKETS OF POCKETS OF SL SL / 5pe 2.SY 6/4 69.8' 48- 2.5Y 6/4 70.5' BENCHMARK. Vy / �. Si m IRON PIPE R` , =86:3VV NAVD88 93� DDWELN G EST 5/1- 1. /T5y 66.5' 90• 5Y 6/1 67.0:' !. o ✓� C3 C3. DECK ADx FS; Rrcc FS o;a f9a POCKET. OF POCKETS OF �•- j SL Sk NIA 1@6'. 2.5Y 7/3 61.0' 156' 2:5Y 7/3 61.5 NO GROUNDWATER.ENCOUNTERED '1•NP CABANA` " I \ / 01 • i OSED ° - A e N TITLE 5 SITE PLAN s L� D � OF #120 RAILROAD AVE. A7 BARNSTABLE, MA FIND N 64.15'20-W Z PREPARm FOR ANDREW MAHER DATE: 4-25-2018 REV.: 1-18-2019 . ^ ^ Stahl'-2W 0 IRO 20 30 40 SO FEET FE MIN'-- '�0ma DrA 6M E 1141 DANMLA IN2--SM OJALA A. .d-mpe- O � wA Jews cope 2 N408W' ealimeiiq,iac . 1.1: civil engineers NAVAL Pro .ee land surveyors 9J9 Moir Street(Rte 6A) • I-1�-\1 - - I YARMOU2HPORT MA 02675 DICE #18-045 DATE DANIEL A. OJALA: P.E.P.L 1F-as YANExOYc I i SMOKE DETECTORS EVIEWED BARNSTABLE BUILDING DEPT. ATE 0 FIRE DEPARTMENT DA E i BOTH SIGNATURES ARE REWIRED FOR PERMITTING "� sl u ���riME:MBenb1E. 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Li, --k I� t I _ t QOJC r o�� Z/_I b.1+ - -- -- - _ G �?bN 3oav SAwW L5Z7� 2wxIV4c:,.n b I 2�..1 X.Z�-l5/6..... ... ',..u7 CrsEMo.� ; _ ......... ___ -a Lt. 3b51 3 0/ X4 0/q'' Z/i nH _b bH 4 �-- -. I � �cNEcr-4VL4 47 I a Z + ..f Ui L4pcK'lc.lb-.7 ..__...,. -- 1 i i V x 1 C fl I In .4 o y . I i Ll In J JH-) i e - TOP FOUND. EL. 94.5 SYSTEM PROFILE ALL SYSTEM W COMPONENTS S OR BEMARKE - PROVIDE MIN.20"DAM.WATERTIGHT (NOT TO SO AL:) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 5'OF FIN.GRADE 2'PGSTONE OR GEOTE%nLE CONCRETE COVERS TO WITHIN 3"GRADE 2n FILTERA ' o 2"PE FABRIC OVER STONE 4 84.5-83.5' MINIMUM.75'OF COVER O R PRECAST 2[SLOPE REQUIRED OVER SYSTEM NOTE:2"MIN.WALL 5 RRE� � - BLOCKS OR S o THICKNESS REQUIRED i° rn 81.60 4"05CH40 PVC PREGSi RISERS 6"NiNw 9UMP PIPES LEVEL 15T 2' 4 COMPONENTS H-10 Cocus ab 'o �NDs ( ) "-�'0 roes 77.83• 3° 481.65' 80.45' TEE I— Txxx 10 rEL z M. EE 8 ®® ® EaE3 .E3 0® °u0.-EL WATERTEST D BO% ACNE OP EO cAs ^^- FOR LEVELNESS 9pyys -THE INSTALLER: SHALL VERIFY THE 77.35' 77.19' .e::;: 75.0' LOCATIONS OF ALL UTILITIES_AND ALL ^"I^ '^""^"^"^ a c BUILDING SEWER OUTLETS AND .,^. ^e"e °•eO•'^°•"°,'e'>^' H-10 500 GAL.LEACHING CHPMBER BY ACME PRECAST OR EQUAL. ELEVATIONS PRIOR TO INSTALLING ANY 3/4"-i-t/2"DOUBLE WASHER STONE 4'MIN. (5)UNITS REQUIRED STON PORTION OF SEPTIC SYSTEM L 6"CRUSHED E OR MECHANICAL AROUND PRECAST STRUCTURES COMPACTION.(15.221[2]) L OVERALL DIMENSIONS TO OUTSIDE OF STONE:50.50'X 12.63' LOCUS MAP SCALE 1 2000't ASSESSORS MAP 299 PARCEL 66 (8 R SLOPE) 2( 3.75 9.SLOPE) (1 ,S SLOPE) 61.5'8070M M-1 NO GROUNDWATER FOUND LOCUS IS WITHIN FEMA FLOOD ZONE X FOUNDATION- 15' -SEPTIC TANK- 12' D' BOX 12• LEACHING (AREA OF MINIMAL FLOOD HAZARD)AS NOTES FACILITY SHOWN ON COMMUNITY PANEL Q25001CO558J DATED 7/16/2014 1.DATUM IS NAVO RR LEGEND 2.MUNICIPAL WATER IS EXISTNC 3.MINIMUM PIPE PITCH TO BE 1/8'PER FOOT. -99- EXISTING CONTOUR 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS X 99.I EXIST.SPOT ELEV. TO BE AASHO H-La -[99)- PROPOSED CONTOUR 5.PIPE JOINTS TO BE MADE WATERTIGHT. 198.41 PROPOSED SPOT EL SYSTEM DESIGN: 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000(TITLE 5.) TH1 GARBAGE DISPOSER IS NOT ALLOWED 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TEST HOLE BE USED FOR LOT LINE STAKING OR ANY OTHER 27. SLOPE OF GROUND PROPOSED 6 BEDROOM DWELLING PURPOSE. /� B.PIPE FOR SEPTIC S'SSTEM TO SCH.40-4"PVC. `ao UTILITY POLE DESIGN FLOW: 6 BEDROOMS®110 GPD=660 GPD USE A 650 GPD DESIGN FLOW 9.COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED FIRE HYDRANT WITHOUT INSPECTION BY BOARD OF HEALTH AND xole xm Au suePls wr Awcw w sxuxwa PERMISSION OBTAINED FROM BOARD OF HEALTH. SEPTIC TANK: 660 GPD(2)= 1320 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING USE A 15DO GAL SEPTIC TANK DIGSAFE(1-888-344-7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND&OVERHEAD UTIUTES Pft10R TO COMMENCEMENT OF WORK. LEACHING: 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SIDES:2(50.5} 12.83)2(.74)= 187 GPO REMOVED 5'BENEATH AND AROUND THE PROPOSED - BOTTOM 50.5 x 12.83(.74)= 479 GPD LEACHING FAGUnY 12 EXISTING LEACHING FACILITY SHALL PUMPED AND 94' TOTAL: 901 S.F. 666 GPD REMOVEDOVEDOR PUMPED AND FILLED WITH CLEAN SAND. ^/ 5$,65 USE(5)500 GAL. LEACHING CHAMBERS(ACME OR EQUAL) GRANTE`� - 3 . VATH 4' STONE ALL AROUND BOUND FND 26 S 7602'55" E //\\ Q Nis TEST HOLE LOGS N� q y 61 2 ENGINEER:DANIEL E. GONSALVES. SE H73587 WITNESS: DON DESMARAIS, RS DATE: ATE= UNSUITABLE PERC. RATE < 5 MIN/INCH SOIL W n l/ CLASS 1 SOILS p# 15369 P4 by / M V h !O ETD ELEV, a ELEV. 74.0' 0„ 74.5 SL SL ^ �14 10YR 4/2 tOYR 3/1 " 16" � B B /L ce AP 2 PA CE SL SL .� E1 64 .F. 34" tOYR 4/4 71.2' 36" 10YR 5/4 . 6 AC 71.5' o EX STING 2 WAY STTNG DRIV G CI EASEM Y TO RAILRO AVFN /LS ,LS 72" tOYR 6/6 68.0, 72" 2.5Y 6/4 68.5' 64 2 14 M4 0 �tH+ C2 C2 6B 5'REM AL OF SU lE SOR RE GIBED " 75 ARE PER�MQ LE F L ING CILI DO TO S ITABLE 01 LA EPL M/CS M/CS CL MED. N,T 'EE$�E POCKETS OF POCKETS OF SPECIF ATONS F 31 .,1 55(3 >6 SiL SiL 10YR 6/4 1OYR 6/4 68'q. 100K RESERVE AREA » 156" 61.0• 156" 61.5 � PROVIDE B5/ MIL A_5' [8.6] NO GROUNDWATER ENCOUNTERED 0 N AREA SH TOP '� ELEV.77.0,BO AT 0.. .0'± O T / 74 >9 ELEV. I� ELEV. p" 4 74.0' O" 4 74.5' [821 fis.7' - A _ A SL SL �17 0 ^J eT a 12" 10YR 3/1 10" 10YR 3/1 B 6 SL SL OSED O I 24" 10YR B 4/4 72.0 26" 1OYR 4/4 72.3' 5 TOF= I ez rEO � `aJ C1 C1 81 4 - MS POCKETS OF POCKETS OF es SiL SiL 82 �i 81 B6 [ V 50" 2.5Y 6/4 69.8' 48" 2.5Y 6/4 70.5' 88 68 IP'F I ] B5 RON BENCHMARK: Q � / 0] /SiL �SiL -56.33'NAVD88 9 9+ 993 EXISTING 1 sy g0"�2.5Y 6/1 66.5' gp" 2.5Y 6/1 67.0' DWELLING [92] / w C3 C3 PERC FS PERC FS DECK a° g6 POCKETS OF POCKETS OF [933 [94] y� 95] 156" 2.5Y 7/3 61_0' 156" 2.5Y 7/3 61.5' !a>) 92 NO GROUNDWATER ENCOUNTERED IP FND 94 _ 952 W � 96 TITLE 5 SITE PLAN Q' D OF r\ �` J\ #120 RAILROAD AVE. 4. IP D C, BARNSTABLE, MA 25,.52 IP FND N 64'15'20"W Z PREPARED FOR ANDREW MAHER --� DATE: 4-25-2018 Scole:1"=20' , n n WOF 20 30 40 50 FEET N I 32-45 41 JALA 50-362-9880 y2 ®1 dowapecmOJAA No.4fi502 No.40980-N Rio? g 0 PFO,sT Cq'�� 0 02 doown cape eng/Weer/ag3 hnc. Sg ONAL EpG ENO SORVEO civil engineers Lyry'W land surveyors • 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DICE #f8�D�c^e�s � ' DATE DANIEL A.OJALA,P.E.,P.L.S. 18_045 MAHER.DWG �( i ,� t°I 1 r 13'-0" r. 24--0" a - 18'-0" 1 T-0" 20'-0" j SMOKE DETECT RS 0. 5" DECK BARNSTABLE BUI IN DEPT. 0 i; T-o" 4 zo n LIVING ROOM 4 j -:- p - 4' DECK 3 w Y DINING ROOM i NEW SMOKEO "ECTOR RE UIREMEi�iTS ARE NOW LAW. EVEN THE DITION OF A $ NEW BEDROOM WILL TRIGGER AN o BATH _ UPGRADE OF WE SMOKE ETECTORS bo M N KITCHEN & - FOR '8'ME oLrz HOUSE. YOU MUST 2 tV STORAGE PLAN ACCORDINGLY AND HAVE YOUR r BATH b ..--- Ei.,ECTRICIAN TAKE OUT THE PROPRiATE ,u PERMIT AT THE FM IDEP ENT, E� h w BEDROOM 7'ting — ROOM BUNK : . . k. D E C K ROOM b V m a: 3 o m� z Relocated W 19'-0" 13'-0" 1-4- V E y V ADDITION V ADDITION to the SUMMER RESIDENCE Scale: 1/4" - 1'-0" of the WILLIAM WESSELHOEFT FAMILY Floor Area: 60 sf 120 Railroad Ave-Barnstable-MA-02636 ALGER Enterprises Proj No: AE0203 ANLEY IFALGER,JR Scale: 1/4=1'-W' 64,- FAA, ARCHITECT Date: Dec 12,.2002 38 Leonard Drive Rev: Osterville-MA Sheet No: °pcNy VAR 02655-2416 OPZ No.126? `' Reg No: 1267 GENERAL CONTRACTOR SHALL RR Salgerjr@aol.com VERIFY ALL DIMENSIONS& - �� T.508.428.2383 CONDITIONS ON THE SITE MAIN FLOOR PLAN i ' ------Sv::•,v,v,..-. ew Roof:�..,y4�: i I - 1 ...__.____.—.._—._. --------------------------------- i _ _ .I _ -- ---- - - - - --t-- -- y — -- I L-y I j 4.-0. [-I - I --T1-1 " SOUTH ELEVATION _ s____ r __} ro• Scale: 1/4"=V-O" S.4• `4'rt Ctb�w t t l et Oicket EE New Construction Existing Buflding rr Crawl S 4' I Pace I FJr �� i F LT-------—------ T- 1'-0" I 1 1 I t ADDI710N to the SUMMER RESIDENCE of- ew Concrete e Foorings&Block Foundatio 6" v2"cfj L6� EAST ELEVATION_ WILLIAM WESSELHOEFT FAMILY NEW CONSTRUCTION Scale: LE 1/4"= TI ��— '-� 120 Railroad Ave-Barnstable-MA-02630 ALGER Enterprises Proj N. AE0203 STANLEY F ALGER,JR Scale: . 1/4.=1'-O" SttRED 44,, ARCHITECT Date: Dec 12,2002 FAA 38 Leonard Drive Rev: F' ervifle-MA p � � � Sheet No- No.1267 02655-2416 R2 M Reg No: 1267 GENERAL CONTRACTOR SHALL Sa erjrPaoLcom VERIFY ALL DIMENSIONS& �66i/s/s/�ddd T:508,428.2383 CONDITIONS ON THE SITE EXTERIOR ELEVATIONS