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Home My WebLink About0137 MAUSHOP AVENUE �, � . n _ 0 - � � � 0 - i � � �.. .. _ � � P _ �. I;. II � _ - Town of Barnstable Li Hiding Post:Th�s Card So That rt,isUisible:;From the,Street „Approved;Plans Must beRetamed on'Job and"nthis GardMustbe Kept 6"�59- Posted Until Finallnspection Flas Been Made �; 3 G a s ,k m Permit �Where�a�Certif�icateof®ccupan^cy is Required,such Building shall Not>be Occupied until a Finallnspect�on}hasbeen made g�' Permit No. B-18-3372 Applicant Name: Classic Landscaping and Masonry Inc. Approvals Date Issued: 10/18/2018 Current Use: Structur�e`, a Permit Type.: Building-Pool-Inground Expiration Date: 04/18/2019 Foundati Cam. S�pe4 Location: 137 MAUSHOP AVE, BARNSTABLE Map/Lot 278-046 001 Zoning District: RG Sheathing: Owner on Record: BURBIC, BRIAN M&ANNE MARIE M Contractor,Name'° Classic Landscaping and Masonry Framing: 1 Inc. Address: 137 MAUSHOP AVENUE 2 BARNSTABLE, MA 02630 Contract&L'i"cense 187509 Chimney: Est Project Cost: $55,000.00 Description: inground 20x40 pool-heated �� Perrnit Fee: $ 175.00 Insulation: Project Review Req: pool Must comply with all requirerments of 780 CMR including 2015 IECC Fee Paid` $ 175.00 Final: Date:' 10/18/2018 u LdJ,.SVv� Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzed bythis permit is commenced within six months afteissuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor whihthis 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 aril codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. r'; Service: The Certificate of Occupancy will not be issued until all applicable signatures by the badin' and€Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: :N _r Rough: 1.Foundation or Footing ' 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. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire.Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application N=bM...16-4Y / .......... t i+ " xM& �o �Cy ��i® PeffiidFee......... . .J...................OtherFee........................ TaWFee Paid................................... ....................... - TOWN OF BARNST E Permit Approval by...C.e!� 0 on............. ...... ' BUILDING PERMIT .._ Map.......��..�J.............Paccei..........Q::�..1��t...... V APPLICATION Section 1— Owner's Information and Project Location Project Address in�n f ' Village Owners Name S S-U Y bi C ,f Owners Legal Address W A I L2nio n A- . , nn f t city IJI�„g ova b\� - State Y'O Zip {4 Owners Cell# D • E-mail Section 2—Use of Stractare ❑ Use Group Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet r Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure . ❑ Change of use ❑ Demo/(entire structure) . ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild El Deck - Apartment ❑ Sprinkler System ❑ Addition Retaining wall ❑ Solar' ❑ Renovation Pool ❑ Insulation k Other—Specify P, r _ Section 4 -Work Description i sRct Tmdated:2/9/201 S Application Number...........................................'......... Section 5—Detail Cost of Proposed Construction O Square Footage of Project C104 Q , Age of Structure"' Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH QVmd Zone Compliance Method ❑ MA,Checklist ❑ WFCM Checklist ❑ Design 131 ;,$ Section 6—Project Specifics ❑ Wince ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing Gas "❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation NJf� Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. 6,00 O 5 Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required . Proposed i Side Yard Required Proposed • c Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=dam n201 8 Application Number........................................... Section 9—.Construction Supervisor Name /Q Telephone Number Address City State zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Constriction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name C j� C � • _a � TelehoneNumberwog . 2� 6T_ a Address 9q D ewk, G 11/ City G? AY51,,o,,- State- Tip d 2 C. YB Registration Number 1 5O 9� Expiration Date_ 0 4f/ 9/)/ 2O/9 . I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date /0— Section 11—Home Owners License Exemption Home Owners Name: Pr r, Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date , D—//- /9 Print Name O lQ'1 y✓,i-f f��1rC� Telephone Number o- e ✓� ep ® 260 G 3 3^V E-mail permit to: i )_140)A Dy".) T .w.,....i .mmp4n,o Section 12—Department Sign-Offs Health Department © Zoning Board Cifregvir4 ❑ Historic District ❑ Site Plan Review Cif regirired) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the frre department for approval Section 13—Owner's Authorization L , 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 _ date Print Name F try ' • Lag=dated.Z9r2018 i �jC � ► �Ir � f t.� «� t ex. lam; r a A Q P.O Box 1333, Mashpee, LV A 02649 saCes@newcCassiclandscapiAq.com 508-833-7935 Letter of.Authority This letter confirms that I give the permission to Classic Landscaping & -%fasonr� Inc. of-%fashpee, -MA 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 1 © .Any questions please contact me at: 1,�OJ h,�v A V(---c-. A-1-7/x Al:edllc Print Name Classic rep. Customer Print Name assic p. Signaturestomer Signature Date Da e Town of Barnstable Building w�xrtrxg this C Post This CardSo Th,at rt is V�s�ble.From the Street App'rouetlPlans Must beRetamed on Job and ard Must be Kept ;g M Posted Util Final In pect�on Has Been Made S '� � f634 0 4 `n Permit aWherea Certificate of Occupancy�s Required,such Buildmg sfiall No be�Occup end until a Final Inspection has,beenmade Permit No. B-17-3412 Applicant Name: BRIAN BURBIC Approvals T Date Issued: 10/23/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 04/23/2018 Foundation: Residential Map/Lot: 278-046-001 Zoning District: RG Sheathing: Location: 137 MAUSHOP AVE,BARNSTABLE �, Contractor Name BRIAN BURBIC Framing: 1 Owner on Record: BEACHWOOD DESIGN GROUP LLC � Contractor License: 174645 2 Address: 48 BARNHILL ROAD Est,Project Cost: $25,000.00 Chimney: WEST BARNSTABLE,MA 02668 1,.,6r.mitFee: $ 177.50 Insulation: Description: Finish 50%of Basement to include Bedroom,TV room and-Game , Fee Paid:{ $ 177.50 room ®ate. 10/23/2017 Final: Project Review Req: 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 siz months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and t4approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zon%ng by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained.open forpublic inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by'the Buildmg pnnd Fire Off,iclalsa re:provtdedEon this permit. Service: Minimum of Five Call inspections Required for All Construction Work: 4 Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firPst fli ie 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 7.Final Inspection before Occupancy Low Voltage Final' 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 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (� Parcel 00 ITOWN O3 BARNSTABLE , Application #_2 1-1-1790 Health Division Date Issued /0 23 17 Conservation Division Application Fee p � Planning Dept. Pe 7rmit Fee ,� Y / ';�V Date Definitive Plan Approved by Planning Board ` , `4.S1 e �rz Historic - OKH _ Preservation / Hyannis I Project Street Address �i�Ph Village 444s✓ [491` P Owner do CY C/PI J/4 ^✓ G,fdva "Y Address 7 4lYy,/4o -of Telephone -531� T .2J.1".,)_ Permit Request :/5/►/ / r/ 1-6` 4oUe zv z_ 01J.&n /ai i- /J as Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation'�ZS/a 0 6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bath>): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name l�J �bl �G Telephone Number Address y� �2�✓�,L C R License # r^'- Al'uNJ Home Improvement Contractor#new �&4zjccusld," e NbI a' • Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 104ed r, 622- f SIGNATURE DATE u � • FOR OFFICIAL USE ONLY 4 APPLICATION# DATE ISSUED ' MAP/PARCEL NO. • r ADDRESS VILLAGE OWNER DATE OF INSPECTION: ` :__.FOUNDATION FRAME INSULATION FIREPLACE Y' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.' r Commonwealth of Massachusetts Sheet Metal ,e Date: 12/27/16 DEC 2 7 -' « Permit# A ,- 1(0J�;-7s Estimated Job Cost: $ 30k ��l� �� Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 143 Applicant License # 1226 Business Information: Property Owner/Job Location Information: Name: Balanced Hvac Inc Name: BRIAN BURBIC Street: 15 Jan Sebastian Dr Street: 137 MAUSHOP Sandwich Ma BARNSTABLE City/Town: City/Town. Telephone: 508-428-0974 Telephone: 508-325-2252 Photo I.D. required/Copy of Photo I.D. attached: YES + NO Staff Initial J-1 /M-r-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family * Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. * over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC * Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: .INSTALLATION OF TWO FIRST COMPANY HYDRO AIR AIR HANDLERS INSTALLATION OF ONE BRYANT 127ANA036 AND ONE 127ANA048 OUTDOOR CONDENSERS. 5 ZONES OF HEATING AND COOLING I INSURANCE COVERAGE: I have a current liability,insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy E 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 of License: By ®Master Title ❑ Master-Restricted Lincoln Stubbs City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: 1226 Fee$ ❑ ' Check at www.mass.uovIdol Inspector Signature of Permit Approval i 1 Page 1 Residential Heat Loss and Heat Gain Calculation 12/27/2016 In accordance with ACCA Manual J Report Prepared By: Balanced HVAC Inc For: Brian Burbic personal 137 Maushop Barnstable, Ma Design Conditions: Barnstable Indoor: Outdoor: Summer temperature: 70 Summer temperature: 95 Winter temperature: 75 Winter temperature: 0 Relative humidity: 50 Summer grains of moisture: 93 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Duct 0 0 0 5,634 Floors 0 0 0 1,946 Walls 7,103 0 7,103 19,130 Ceilings 4,529 0 4,529 6,933 People 0 0 0 0 Fireplaces 0 0 0 0 Misc 0 0 0 0 Windows 30,004 0 30,004 22,580 Doors 0 0 0 0 Glassdoors 13,005 0 13,005 15,292 Skylights 0 0 0 0 Infiltration 9,108 8,558 17,666 54,649 Whole House 63,749 8,558 72,307 126,164 (6tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Ferry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.vs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize ;�3 1h'1l')('ee--J 14V19 C ::K11/C to act on my behalf, in all matters relative to work authorized by this building permit /3 ? 07 zfS _9,4 (Address of Jab) **Pool fences_and alarms are the responsibility of the applicant. Pools are not to be flied before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Luxe of Owner �Se of Applicant Print Name Print Name Date QFotuM&OWNE"ERMIsstotPoor s t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-2 7 t Parcel D — 00 Application # Health Division BUILDING DEPT. Date Issued In Conservation Division _ JUL 0 6 2016 Application Fee Planning Dept. Permit Fee U 1 Date Definitive Plan Approved by Planning Board TOWN OF PARNSTABLE Historic - OKH _ Preservation/ Hyannis Project Street Address /-9 7 it-4 fd4op /J�c�✓k� Village 41?.✓s7/9 ez Owner Address y fj Telephone 2,r—tizC?,- Permit Request 0 A✓JYRW n/iecJ Z, •- l c1w L/.V Square feet: 1 st floor: existing proposed AW2nd floor: existing proposed ?52—Total new Z59d� Zoning District Flood Plain /' Groundwater Overlay Project Valuation .3Z ° d Construction Type Lot Size _ - a' &g c-r 11 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing St ruc e Historic House: '❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new 4 Number of Bedrooms: Af existing Yew Total Room Count (not inc ding baths): existing new First Floor Room Count Heat Type and F Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name ��I !�� rC CVAA, T/ FJ Telephone Number J '�0 3 Z� f�Z Address y �ir�( Rel License # /®3rl (_�• Home Improvement Contractor# /7 Email Worker's Compensation # ALL CONST UCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME /�LR/� 2l-zB�7,e{�G� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Bamstable ' Ikegul �ato Services crass g :Richard V.Sca%Interim Director Building Division Tom Perry,$nilding Commissioner 200 Mafia Stree4 Hymns,MA 02601 www.town barnstable mains Office: 508-862403 8 Fag: 508-790-6230 Property Owtiet Must. Complete.and Sign This Section. ' If UsiDg A Builder f as.Ownet of the sub'ect to hereby authotize iZC4 tkad r C fz��es' C�L C to act on mp bebalf, in all matters telat e to work authorized by this building p etmit (A(Idress of Job) **Pool fences and alarms ate the responsibility of the applicant. Pools ate not to be filed of utilized befote fence is installed and aIl final inspections ate petfotmed and accepted. e of Owner tote of gpFlicant Rd t Name .. Print Name 1 V YI'11 V.L U aA ilil L[LL11v , , - Regnlatory Services' orr Richard V.Scari,Interim Director. BuiIding:Divi�ion - uIuvssesrA I - Tom Perry;B i Wing Commissioner 200 M-da Stec I Hy�MA.02601 k �jD�n t www.to barnstablema.ns/ Office: 509-862-4038 - p Fax: 508-7I0-6230 k�-�. ON'0 f _ < 777, rin t >- - DATE: -' J, } JOB.I.00.,�TIQlI= ..3 e . mmnb st=tcr P v�7Ia9 e ' 'HOMEOWNER: home phof e a vatic phone CURRENT IMA r[JNCT DRESS citylmwn o slaYn' zip codc The correct exemption r"homeowners"was extended to' cludfe owner- cC1 iei wellin of six units or less.and to allow homeowners to engage individual for hire who does not oss ae�ss a licenseVro tied that the owner acts as ernsIor.D ON OF ROM EO Persons)who owns aparc of land on which he/she resid orintends to re , n which there'is,or is'intended to be,a one'or two- ii3mily dwelling,attached ar tached structures accessory o such use and/ farm structures. A person who constructs more than one ` home in a two-year period. not be considered a home r. •Such` omeowner"shall submit to the Building Official on a form acceptable to the Building Offic that he/she shaII be re ogs ble for such warlc erformed under the huil erinit (Section fo c6 ce with the State Buildnng Code and applicable'codes, The undersigned `homeowner''as s responsibility gR bylaws,rules and regulations. The undersigned"homeowner"certifies th e/she and ds the Town ofBamstable Building Departmem minimum inspection procedures and requirements and that he/she c wwith said procedures and requirements. Signature of Bnmcowncr ' AppiuvalnfBuildingOfficial Note: Three-family dwellings itammg 35 00 cub feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control OMMO 's E&M=ON The Code states that: " Y.homeowner rformingwo for which a building permit is required shall be exempt from the provisions of this secfi (Section l09. -lAcensing of c dion Supervisors);provided that if the homeowner engages a person(s)for hire to o such Work,th such Homeowner all act as supervisor." Many homeowners/ ho use this exem ' n are unaware that fh are assuming the re'sponsrfilif ees of a supervisor . (see Appendix Q,Rules&Regulations for Uc Construction Supe ors,Section 2.:M.TbiS.Jack of awareness often ' results in serious problems,particularly when homeowner hires unlice persons.. In this ease;our Board cannot proceed against the unlicensed person as it nld th a licensed Supervisor. a homeowner acting as Sapervisor is ultimately responsible. To ensure that the homeowner is fall aware of his/her responsi`hMes,m communities require,as part of the permit application,that the homeowner certify that he/she understands the respo Miles pf a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and a pt•such a form/certtdcation for use in your community Q 1WPFlLE51FORIrLSlb�dmgpc�rtframslFRESSdoe- - Teleph ne:508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR:*'ZvY6114.. tvSTU NU /� DC r .� PrJtll��r.� ; rY►JOB SITE ADDRESS: M\Js�I�� ' u P �A-v DATE: 11.3 2-0 I� AREA THICKNESS R-VALUE Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes Exterior Wall Garage H se. Wall W alkout W all Cathedral W all B lockers Overhang Stair/Risers -o v 1N•�1 3 �.?.o All R-values and thickness measurements ar ee ed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM TOWN OF BARNSTABLE M MBAR 21 PH 3. 48 DIVISION 1 L.H,. i 1 1002 W Ma Richmond,M, P 8,16.7 F 816.7 ® wwv..arnth; rn tha ne o � r, T Thermai Guard ThermaiGuard '7"herma/Gue CC2 OCR 0C�,5 & 0C.5R Nominal Density: 2.0 IMP Nominal Density: 1.0 Ib/ft-1 Nominal Density: .5 IMP CC2'R-value: 7.0/in R-value: 5.24/in OC.5 R-value: 3.8/in Compressive Strength: 45 PSI Compressive Strength: 7 PSI 0C.5R R-value: 4.3/in Vapor Permeability: 0.8 Penns @ 2" Vapor Permeability.-3.6 Perms @ 5" Compressive Strength: 0.6 f Vapor Permeability; 4.2 Perms Product.Description Product Description Product Description) ThermalGuard CC2 is a semi-rigid,fast.set, ThermalGuard OC1 is a soft, fast-set, ThermalGuard OC.5 & OC.5R ar closed-celled, spray polyurethane foam open-celled, 100% water-blown spray low-density; open-celled, 100%water-blot foam SPF insulation system polyurethane foam (SPF) insulation (SPF)insulation system designed for use as polyurethane ( ) y 'designed for use in residential&commen a high performance fhermai insulation. designed for use.in residential & commercial . g wall,attic,and roof-deck applications. attic, and roof-deck applications. Both I' can reduce energy consumption by up to ThermalGuard CC2 is a spray-applied " . insulate &.air-seal the structure in a sin( ThermalGuard OC1 can reduce energy system suitable for a variety of insulation ThermalGuard OC.5R is a bio-renewable applications including in plant, tank & consumption in structures by up to 50% that exhibits superior fire resistance propel compared to conventional insulation systems increcsed R-value. ThermalGuard OC.5 pipeline, residential & commercial because it insulates&air seals in a single step" optimized for installation in cold tempt construction, foundation.and below.grade down to 15'F. y applications where compressive strength or ThermalGuard OC1 is applied as.a liquid and impact:resistance are desired, expands over 40x in approximately S seconds to ThermalGuard OC.5 & 005R are applie fill and seal building cavities of any shape and liquid and expand over 100x in approxin ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds to fill and seal building cavities and expand 25x in a approximately 12 air-barrier, and sound attenuation. properties shape or size. They deliver superior seconds to forma smooch, durable surface over conventional insulation materials and has insulation, air-barrier, and sound alle been proven to improve indoor air quality & prop eries-compared to conventional in: perfect for the application of primers or materials and contribute to a healthy indo finish coatings,. comfort: outdoor environment. a - Arny"ane ThermalGuard CC2 TECH,NiCAL DATA SHEET PRODUCT NAME I PHYSICAL CHARACTERISTICS ! Propem Value Test Method j �,r� � �� Density(nominal): TO lb/ft3 -"`ASTM D-1622 i ® 'R-value: 7/inch ASTM C-518 ! Tit y,rmafGVard CC2 Compressive Strength: 35 PSI ASTM D1621 94 Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%A ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ I") ASTM E283 j celled;245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2 ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 i in residential&commercial structures, Service Temperature: 250 (120°C)* exterior foundation or perimeter - *Ser'vice temperatures will vary depending on application. Contact yout-Arnthane Technical Representativefor insulation,below grade applications, recommendations and limitations.Always test Therma!Civard CC2 for suitabilityforyour particular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill property Value Test Method and seal building cavities of any shape Viscosity(A) 200-250 CPS . ASTM D-2196 I and size. It-exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM.D-2196 insulation,air-barrier,and sound Weight Per Gallon(A) 10.25.Ibs/gal ASTM D-1475 attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 i conventional insulation materials. i REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value ! remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) I structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse ` conditions across a wide variety of COMBUSTION PROPERTIES applications. Property Value. 'Test Method j Flame Spread Index: 525 ASTM E-84 'iMANUFAtTURER Smoke Development: <_450 ASTM E-84 ! ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A) 551 Ibs i Drum Weight(B) 506 lbs Arnthane Inc. Total Set Weight 1051 Ibs j 1002 West Main Street Storage Temperature Range(STR) 60—80 IF Richmond,MO 64085 %Shelf Life at STR - 6 months P..816.776.3015 F.816.776.3215 *Do not allow material to freeze:Do not pre-heat or recirculate(B)material as it ivill copse frothing and lass of ! www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelrlife and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components.For best processing porfarmance during application(A) ! CORROSION and(B)drum temperatures should be between 60 IF-80 F r i ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* j building materials including electrical Processing Temperature Range: 115—145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105°F Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* Maximum Lift Thickness.: 4 inches** ThermalGuard CC2 must be spray *Processingparameters&yields can vary widely depending on substrate temperature,type 4 condition,ambient applied using approved equipment.Use temperature,elevation,humldity,equipment and otherfactors. During installation fire applicator must observe the I - 1:1 ratio proportioning system that can quality and characteristics o the foam and adjust equipment tem temperature res vEt settings as needed to achieve the specified temperature and q ry f f p si '` g p p .accommodate!here variables in order to ensure optimum yield,proper adhesion,proper cell structure,turd. pressure requirements. performance ofthefoam. **ALtYAYS test TheriMIdu&d CC2 at desired thickness in a safe manner prior to insulating structure to ensure that it can be safely thstalled of the desired lift thickness without risk of charring or combustion. It is the exclusive responsibility ofilre applicator to achieve proper lii?thickness forsafe application. Safe lift thickness may vmy, from application to application. l Affidavit of Substantial rrnancial Interest i, �1LL1 hy�J� of ��{" , on oath depose and state as follows: 1. I "am an applicant for a building permit for the property located at Map Parcel . The address.of the property is /3 7 10,;wd O� . 2. 1 have .b b % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is ��Z / , the following individuals or entities have had a 1% or greater legal or eq ►tab a interest in the real roe which is the subject of the building permit application which is J property�•Y _ identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is �i,l 1,.Z.14. , I have had a 1% or greater legal or equitable interest in the following propert s which have been the subject of a building-permit application: MapiParcel Address 5. Within this calendar year, l have submitted d building permit applications-for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, 1, have submitted building permit applications for property in which I have a"1% or greater legal or equitable interest. 7. Within this month, I have submitted_building permit applications for property in which .1 have a 1%legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of perj , this" / day of �u 200' . 2001-00501afTin O/LOTTERY[AFFIDAVIT ,. Sk 29773 Pa203 0335,651' 0?-01-201�S 02a14P MASSACHUSETTS STATE EXCISE TAX BARHSTABLE COUNTY REGISTRY OF DEEDS Date: 07-01-2016 a 02!14R:a CtIT: 931 Doct: 33569 Free: t1v155.96 Cons: t338r000.00 BARHSTABLE COUNTY EXCISE TAX BARHSTABLE COUNTY REGISTRY OF DEEDS Date: 07-01-2016 a 02214PM a. q a 3 9 t1T• q31 2 ee: 1,�134..8 Gons QUITCLAIM DEED Beach Point LLC,a Massachusetts limited liability company,having an address of 140 Montvale Road, Weston, MA 02493, in consideration of THREE HUNDRED THIRTY EIGHT THOUSAND AND 00/100 ($338,000.00)DOLLARS paid, grant to,Beachwood Design Group, LLC, a Massachusetts limited liability company,with a mailing address of 48 Barnhill Road,West Barnstable,MA 02668, with quitclairz covenants, A certain parcel of vacant land situated on Offshoot Road in the Village,Town and County of Barnstable, Massachusetts shown as LOT 10 on a plan entitled"Modification of No. 658 &No. 362 Definitive Plan Subdivision of Land in Barnstable,MA prepared for Four Acre Realty Trust"dated April 11, 2005 and revised July 7, 2005,November 8,2005 and February 6,2008, drawn by Down Cape Engineering,Inc. and recorded in the Barnstable Registry of Deeds in Plan Book 617, Page 42. Said premises are conveyed subject to and with the benefit of rights of way,restrictions and agreements of record,insofar as now in force and applicable. The Grantor, Beach Point LLC, is not classified as a corporation for federal tax purposes for the current taxable year. The Grantor hereby terminates and releases any and all homestead rights which it may have ever had in and to the granted premises. Being a portion of the premises described in the deed recorded with the Barnstable County Registry of De--ds in Book 28034,page 320 to which reference is made for title. Property Address: 137 Maushop Avenue,Barnstable, MA 2 - _ Bk 29773 Pg204 #33569 Executed as a sealed instrument this 3010—day of )2016. BEAC O LC By: Andrew Maher,Manager 1 COMMONWEALTH OF MASSACHUSETTS County:6d.00--1? S' On this day of , 2016,before me,the undersigned notary public,personally appeared, Andrew Maher,Manager as aforesaid,personally known to me or proved to me through satisfactory evidence of identification,which was / A/,o ��,to be the individual whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of Beach Point LLC. i tary Public 1111l► y commission expires: 0. 3155326.1 `��G�0 ME E NOCTQRNotary Public' w �, Commonxreaith of MasserhusNle My Commission Eq*es August 13,202t Bk 29773 Pg205 #33569 4N 97w, William Francis Galvin Secretary of the Commonwealth May 25,2016 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by BEACH POINT LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on August 5, 2013. 1 further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports;that said Limited Liability Company has not filed a certificate of cancellation or withdrawal;and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: ANDREW MAHER 1 further certify,the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: ANDREW MAHER,ANDREW JOHN MAHER The names of all persons authorized to act with respect to real property listed in the most recent filing are: ANDREW JOHN MAHER In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of the Commonwealth Processed By:tpg - p BARNSTABLE REGISTRY OF DEEDS A TRUE�v, DEEDS John f, Meade, Register F.MEAM RILWM Generated by REScheck-Web Software Compliance Certificate Project 13; MAUSHOP AVE, BARNSTABLE Energy Code: 2012'IECC Location: Barnstable County, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,153 ft2 Glazing Area 13% Climate Zone: 5 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 11 MAUSHOP AVE BRIAN BURBIC BRIAN BURBIC B RNSTABLE, Massachusetts 02601 BRIAN BURBIC CUSTOM BUILDING BEACHWOOD DESIGN GROUP LLC. 48 BARNHILL ROAD W.BARNSTABLE,Massachusetts 02668 508-325-2252 bburbiccustom@comcast.net Compliance: 4.2%Better Than Code Maximum UA: 637 Your UA: 620 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 Ceiling: Flat or Scissor Truss 2,153 49.0 0.0 0.026 56 Wall:Wood Frame, 16in.D.C. 5,176 21.0 0.0 0.057 257 Window:Wood Frame,2 Pane w/Low-E 469 0.290 136 Door: Glass 200 0.290 58 Basement: Solid Concrete or Masonry 2,200 0.0 13.0 0.047 103 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 buil ing has been designed to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory require nts listed in the REScheck Inspection Checklist. Name-Title 71W Dat Project Title: 131 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 1 of 8 I I CREScheck Software Version 5.5.0 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% 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 N a �`` l Plans�Veried Field Verified # Pre-Inspection%Plan-Review: n e Complies? Comments/Assumptions,; Req.ID'" y value .Value .... . 103.1, ;Construction drawings and ❑Complies F :Requirement will be met. 103.2 !documentation demonstrate ❑ . Does Not IPR111 ;energy code compliance for the ;building envelope. `. • , p []Not Observable I ,. ❑Not Applicable 103.1, ;Construction drawings and '' ❑Complies ;Requirement will be met. 103.2, documentation demonstrate �' �'.� #h' 'a ` ❑Does Not 403.7 ;energy code compliance for 3 ❑ IPR31 1 ;lighting and mechanical systems. Not Observable Systems serving multiple '" - �.0.° r ❑Not Applicable ; dwelling units must demonstrate 1 Qt ;compliance with the IECC Commercial Provisions. k 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.6. R sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not IP,R2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ;❑Not Observable ; ` approved by the code official. Btu/hr Btu/hr ;❑Not Applicable I I 1 I 1 1 1 1 Additional Comments/Assumptions: it 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 1,1 Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 2 of 8 I Section Plans Verified .Field Vehfled " # Fountlation Inspection'` ValM , -Value Complies. Comments/Assumptions, 402.1.1 :Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 :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 1 ;❑Not Applicable required in warm-humid locations in Climate Zone 3. ; , 303.2 ;Conditioned basement wall „r 4 `{❑Complies ;Requirement will be met. ❑ Does Not [F05]1 :insulation installed per �� manufacturer's instructions. p ❑Not Observable ❑Not Applicable Y. 402.2.8 ;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. ; ;❑Not Observable .T ❑Not Applicable 303.2.1 A protective covering is installed m. ❑Complies Requirement will be met. [FO11]2. ; to protect exposed exteriors $ '" ❑Does Not . insulation and extends a --A ❑Not Observable , ,minimum of 6 in.below grade. � = ❑Not Applicable ; 403.8 Snow-and ice-melting system ❑Complies ;Exception: null. [F012]2 controls installed. ❑Does Not ❑Not Observable ; . ° ' . 4 - 3 '.:F' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `2.1 Medium impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 3 of 8 Section PI = Field Verified., , :s� , #.h Framing/Rough In Inspection anValue1ea Vague Complies? Comments/Assumptions 402.1.1, :Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 ; I f I I I 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 I taken from the default table. ❑Not Observable ' 9 ❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier 4 :,. �. ❑Complies ;Requirement will be met. [FR23] ;installed per manufacturer's []Does Not instructions. TM - w []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 ", ❑Does Not AAMA or hasDMationAates/per NFRC '�• ❑Not Observable 400 that do not exceed code , , , ❑Not Applicable limits. 402 4 4>, ]IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. (FR16]2 sealed at housing/interior finish a. ter. ,, []Does Not and labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. :"; ,�F❑Not Applicable 1 403.2.1 Supply ducts in attics are R- ; R- ;❑Complies ;Requirement will be met. [FR12]1 :insulated to>_R-8.All other ducts : R_ R_ ;❑Does Not in unconditioned spaces or outside the building envelope are I❑Not Observable insulated to>_R-6. I ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ;Requirement will be met. [FR13]1 :air handlers,and filter boxes are $ ❑Does Not ; � H �� sealed. � � �e,, � .: ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as A`, ' ❑Complies ;Requirement will be met. '[FR15]3 ' 'ducts or plenums. rt ❑Does Not S ❑Not Observable j * ' ❑Not Applicable 403,3 a HVAC piping conveying fluids R- R- ;❑Complies ;Exception: null. [FR17]2 above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- _,. 3 ;❑Not Observable :,[]Not Applicable 403.3.1 ;,Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. []Does Not ; ` ❑Not Observable []Not Applicable 1 403 4 2 ' Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. [FR18]2 '` >R-3. ;❑Does Not _ 1 ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR°19]z installed on all outdoor air ❑Does Not intakes and exhausts. ' �; . ❑Not Observable ❑Not Applicable 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 1211 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 4 of 8 1 High Impact(Tier 1) 2;i Medium Impact(Tier 2) 3.# Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 5 of 8 SectionPlans Verifieda; x g . Field Venfled y # . Insulation.Inspection� R. 3 Complies? /A Commentsssumptions value Value s _ - & Req.ID 303..1 All installed insulation is labeled � t � ❑Complies ;Requirement will be met. [IN13]z ]or the installed R-values ' H .. ❑Does Not provided. '^ � ❑Not Observable --- - UIL ❑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%of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass '❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; I 303.2 ;Wall insulation is installed per ` ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. ' ❑Does Not � []Not Observable ; `.r. '_: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 7 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 6 of 8 �I Section a Plans Verified x.FieldMerified C ' 4 's. Finat inspection Provisions Complies? Comments/Assumptions Value{ Value & Req.ID .. y � � �� ,.� ��:.. � err 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;Q Wood ;Q Wood ;❑Does Not ;table for values. 402.2.2, ;Q Steel ;Q Steel ;QNot Observable ; 402.2.6 [F61]1 :ONot Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 :manufacturer's instructions. �V ❑Does Not [FI211 :,Blown insulation marked every QNot Observable ' 300 f:2. ❑Not Applicable 402 2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ` ❑Does Not to soffit and eave vents that x extends over insulation.. R *: QNot Observable ._ �i < � ,,. ❑Not Applicable 40'2.2.4 ;Attic access hatch and door R- R ;❑Complies ;Requirement will be met. [FI3]1 :insulation aR-value of the ;❑Does Not adjacent assembly. QNot Observable ; ❑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 T❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable {❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [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. 403.2.2.1 ;Air handler leakage designated.., ❑Complies .'Exception: null. [FI24]1 by manufacturer at<=2%of ❑Does Not ;design air flow. z QNotObservable ❑Not Applicable 403 Lip Programmable thermostats .,_ ❑Complies ;Exception: null. [F19]? installed on forced air furnaces. �' ` ❑Does Not a ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: null. [FI10]2 � on heat pumps. fi ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water .. k ❑Complies ;Requirement will be met. systems have automatic or ❑Does Not accessible manual controls. .' . ,';. QNot Observable ; F " ' ❑Not Applicable 403 5.1 " All mechanical ventilation system plies ,;Exception: null. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy j and air flow limits. ❑Not Observable w ❑Not Applicable 404.1 ;75%of lamps in permanent s ❑Complies ;Requirement will be met. [FI6,1 ;fixtures or 75/o of permanent ❑Does Not ; fixtures have high efficacy lampsf QNot Observable Does not apply to low-voltage s ❑Not Applicable ;lighting. ;: ,•, PP 1 High Impact(Tier 1) Z.; Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 7 of 8 Section Plans Verified Field Verified Final.inspection Provisions Comphes� Comments/Assumptions &A'Req.iD . � k� a�� `• .�Value}J�`�;�. s�� Valfiue � � �� ,: � .. � , `;. 404.1.1 i Fuel gas lighting systems have _ ❑Complies :Requirement will be met. [F123]3 no continuous pilot light. []Does Not �. u U .. ❑Not Observable ❑Not Applicable 401 3 €Compliance certificate posted. ', ❑Complies ;Requirement will be met. [FI7] $ ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for " 1ONot omplies Requirement will be met. [FI?8]3 mechanical and water heating " []Does Not systems have been provided. ❑Not Observable ; Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .2`. Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: 134 MAUSHOP AVE, BARNSTABLE Report date: 07/26/16 Data filename: Page 8 of 8 2012 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): 4M.. ; . mgm Leo Window 0.29 Door 0.29 . y - mom Heating System: Cooling System: Water Heater: Name: Date: Comments r 6`T f t 1 . I 1 � AWC(guide to Wood Construction in High Mind Areas: 110 mple Wind Zone Massachusetts Checklist for Compliance(780 Clvttit 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).....................................:............................................................................110 mph Wind—Exposure—Category...............................................................................................................................B 17 1.2 APPLICABILITY - Number of Stodes.(a roof which exceeds 8 in 12 slope shall be considered a story) , stories 5 2 stories AL RoofPitch..........................................................................(Fig 2) ...........................................10 L 512:12 _{L MeanRoof Height:...............................................................(Fig 2)................................................ ft 5 33' BuildingWidth,W ..............................................................(Fig 3)................................................ 9% ft 5 89 �. BuildingLength,L ...............................................................(Fig 3).................................................51 ft 5 80' ✓ Building Aspect Ratio(LNV) ................................ ..............(Fig 4).................................................145 5 3:1 LIP Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................is•ZA 5 68, 1.3 FRAMING CONNECTIONS General oompliance with framing connections....................(Table 2)............................................................... �L 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......<,...................................................................................................................... ConcreteMasonry....................................... ............................ ............................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8°Anchor Bolts imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete only / Bolt Spacing-general............................ .............(Table 4).............................................. ajj" in. ( Bolt Spacing from endljoint of plate..............:..............(Fig 5)....................................�_in.s 1Y—1- Bolt Embedment—concrete.........................................(Fig 5)................................................... Z T Bolt Embedment—masonry.........................................(Fig 5)............................................ in.2:15° PlateWasher...............................................................(Fig 5)..............................................a 3°x 3°x Y4 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................Lft 512' V Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks �L Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................SL ft 5 d v Maximum Cantilevered Floor Joists Supporting Loadbeadng Walls or Shearwall:...............(Fig 8)...................................................._tL ft 5 d FloorBracing at Endwalls....................................................(Fig 9)............................................ ................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).........A AKf�.. Floor Sheathing Thickness.................................:...............(Per 780 CMR Chapter 55).......................3�in. Floor Sheathing Fastening..................................................(Table 2).._d nails at j'i in edge/JZn in field 4.1 'WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................q .ft 510' Non-Loadbeanng walls ... (Fig 10 and Table 5 ' Wall Stud Spacing .......................................................(Fig 10 and Table 5)...................1K in.s 24 o.c. ° WallStory Offsets .......................................................(Figs 7&8)..............................................aft s d 4.2 EXTERIOR WALLS3 Wood'Studs Loadbearing walls........................................:...............(fable 5)..............................2x_(e- ft_in. , Non-Loadbeanng walls................................................(Table 5)..............................N - ft a in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. WSP Attic Floor Length................................................(Fig 11).............................................Q ft 2W/3 Gypsum Ceiling Length(if WSP not used)....................(Fig 11)............................................ ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6'ft o.a..(Fig 11)........................................... .............. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or miss bays Double Top Plate; Splice Length .......................................................(Fig 13 and Table 6).................................... ft V Splice Connection(no.of 16d common nails)..............(Table 6).........................................................ZO AWC Guide to Wood Construction in Kgh Wind Areas:110 mph lend Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)..................................................... 2 Non-Loadbearing Wall Connections Lateral(no.of16d common nails)................................(Table 8)....................................................... Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .......................................................(Table 9)..................................J 2 ft in.511, S� Sill Plate Spans ........................................................(Table 9)..................................eft Qi in.s 11, Full Height Studs (no.of studs).....................................(Table 9)........... . µ..me•. • Non-Load Bearing-Wall Openings(record largest;opening but check all openings for compliance to Table 9) Header Spans............................................................(Table 9)................................... ft in.s 12' Vol Sill Plate Spans...........................................................(Table 9)............-----..................jl,_ft in.s 12' -7 Full'Height-Studs(no.of studs).....................:..............(Tabfe 9)..................:..................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2' ..........................................................i. a,....... ' s 6'8" Sheathing Type..............................................(note 4)................................... Z...:.W4;f7PI fL Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Feld'Nail Spacing .................. able 10 2. in. Shear Connection(no.of 16d common nails)(Table 10).......................................................Alf., Percent'Full=Height-Sheathing........:..............(Table'1U)..................................................42.36 5%Additional Sheathing for Wall with Opening>68"(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Opening 2.....................................................................(ads 6'8° _l Sheathing Type..............................................(note 4)...............................................f�t ay'o FLa ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ I in. Feld:Nail Spacing...........................:..............(Table 11)......................................... ........ 12. in. ✓ Shear Connection(no.of 16d common nails)(Table 11).......................................................Alf* Percentfull-Height-Sheathing.......................(Table 11)..................................................... 2 % 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)................... Wall Cladding Ratedfor Wind Speed?................................::............................ ............................................................... 5.1 ROOFS Roof framing member spans checked?........:...............(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft s smaller of 2'or U3 Truss-orRafter-Cormecbiorrs-at'Loadbearing Walls 0IgPI� Proprietary Connectors 305Pt4g, Uplift................................................(Table 12)............................................U=10 plf Lateral.............................:...............(Table 12).............................................L=-M plf Shear...............................................(fable 12)............................................S=11 plf ✓ Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...............................T=Ew plf Gable Rake Outlooker...........................:.............(Figure 20)............. .Ift s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U b. Lateral(no.of 16d common nails)...(fable 14).......................................L.= Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)......RIL d" Roof Sheathing Thickness...........................:............... ...........................................5t[&in.z 7/16"WSP Roof Sheathing Fastening............................................(Table 2)........................................................._ AG sd/ad. I JOB SUMRY REPORT ®� g MA 160523-Marine Home Center-Brian Burbio-REVISED 26 May 2016-Barnstable MA- Bob.4te 01:Level Member Name Results` Current Solution COmmeM_ L Ridge Beam 16"Option Passed 3 Piece(s)13/4"x 16"2.0E Microllam@ LVL Flush Beam 20"option Passed 4 Piece(s)13/4"x 20"2.0E Microllam@ LVL Joist:230 option Passed 1 Piece(s)11 7/8"TJI@ 230 @ 16"OC Joist:360 option Passed 1 Piece(s)117/8"TJI@ 360 @ 16"OC Ridge Beam 18"option IPassed 3 Piece(s)1 3/4"x 18"2.0E Mivollam@ LVL Flush Beam 18"option IPassed 14 Piece(s)1 3/4"x 18"2.0E Microllam@ LVL `-Forte software operator .lob Notes 5/26/2016 1:50:49 PM Fritz Henning Forte v5.1,Design Engine:V6.5.1.1 6lae1 inx 160523-Marine Home Center-Brian Burbic-REVISED 26 fries)s7s- May 2016-Bamstable MA-Bob.4te fritz.henning@bluelinxco.com Page 1 of 7 1 ® � B ° MEMBER REPORT Level,Ridge Beam 16"Option PASSED B 3 piece(s)13/4"x 16"2.0E Microllam®LVL Overall Length:52'6" 0 0 I Li 10'3' 26'9" 15'6' U All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horiaontal.;Drawing is Conceptual Design Results Actual @ Location Avowed Resuft LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 16287 @ 3T 20934(5.50") Passed(78%) -- 1.0 D+1.0 Lr(Adj Spans) Member Type:Flush Beam Shear(Ibs) 7933 @ 35'5 1/4" 19950 Passed(40%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -34535 @ 37' 58339 Passed(59%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.504 @ 23'8 11/16" 0.892 Passed(L/637) — 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.808 @ 23'8" 1.337 Passed(L/397) — 1.0 D+1.0 Lr(Aft Spans) Member Pitch:0/12 Deflection ai6elia:U.(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be txacet at 10'11318"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •-868 Ibs uplift at support 2 3/4".Strapping or other restraint may be required. Bearing toads to supports(Ibs) Supports 7 Total Available Required Dew Roof' Total�', Aii a riei Live 1-Stud wall-SPF 5.50" 4.25' 1.50" 70 1124/-938 1194/-938 1 1/4"Rim Board 2-Column-SPF 5.50" 5.50" 4.12" 6158 9519 15677 Pone 3-Column-SPF 5.50" 5.50" 4.28" 6462 9825 16287 None 4-Stud wall-SPF 5.50' 4.25" 1.56" 1191 2347 3538 1 1/4"Rim Board •Rim Board is assumed to carry all toads applied directly above i4 bypassing the member being designed. Tributary Dead Rout Live Loads Location(Side) Width (0.90) ("on-en"w:1.25) Comments 0-Self Weight(PLF) 1 1/4"to 52'4 3/4" N/A 24.5 Roof Rafters-Snow 1-Uniform(PSF) 0 to 52'6"(Front) 16 15.0 25.0 Load WeyetrhaetLslar Notes I^SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the suing of its products will be in accordance with Weyerhaeuser product design aitiere and published design values. Wever haer w erpressly disclaims any otter warranties related to the software.Refer to arrant Weyerhaeuser literature fior installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blodcs)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as deternirred by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall projecL Products manufactured at Weyerhaeuser fadBties are third-party certified to sustainable forestry standards.Weyaiwetser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywymWsenicW!i-CodeReports.aspx. The product application,input design lads,dimensions and support information have been provided by DFSM r, Forte software Operator ,lob Notes 5/26/2016 1:50:49 PM 9 Fritz Henning Forte v5.1,Design Engine:V6.5.1.1 Biuetinx 160523-Matine Home Center-Brian Burbic-REVISED 26 (888)676-9417 May 2016-Bastable MA-BobAte frilzhenning@bluetinxoo.com y rn t Pages 2-of 7 r 4 F® R Y E® 'EMBER REPORT Level,Flush Beam 20"option PASSED 4 piece(s)13/4"x 20"2.0E Microllam®LVL Overall Length: 18'5n 0 0 1 T 6" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Laotian AllavAid Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 9362 @ 4" 12644(4.25") Passed(74%) — 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 9134 @ 2'1 1/2" 33250 Passed(27%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 76675 @ 9 117906 Passed(65%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.248 @ 9' 0.444 Passed(L/860) — 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.441 @ 9' 0.887 Passed(1.1483) — 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(U480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'17/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve menu stability. Bearing loads to Supports(Ibs) Supports Total Av-lable Required Dead Roor Roof Total, Accessories,' Live Live 1-Stud wall-SPF 550" 4.24' 3.15" 4342 1658 5028 11028 1 114"Rim Board 2-Column-SPF 5.50" 4.25" 1.78" 4190 1658 4797 10645 1 1/4"Rim Board •Rim Board is assumed to parry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Roof Live Loads Location(Side) Width (0.90) (L00) (non-sww-L.25) Comments 0-Self Weight(PLF) 1 1/4"to 18'3 3/4" N/A 40.8 1-Uniform(PSF) 0 to 18'5"(Front) 6' 12.0 30.0 Residential-living Areas Linked from:Roof: 2-Point(lb) 9'(Front) WA 6462 9825 Rush Beam,Support 3 Weyerhaeuser Notes &$SUSTAINABLE FORESTRY INITIATIVE Weyettamser warrants that the stung of its products will be in acmrdance with Weyerhaeuser product deign criteria and published design values. Weyerhaeuser expressly dims arty other warranties relates to the software.Refer to current Weyer ttaerpser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bladdng Panels aril Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in aocordanae with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.eom/sm*x!s/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DFSH r - "For(e Software Operator Job Notes 5126/2016 1:50:49 PM Fritz Henning Forte v5.1,Design Engine:V6.5.1.1 Bluefinx 160523-Marine Home Center-Brian Burbic-REVISED 26 (888)676-9417 May 2016-Barnstable MA-Bob.4te fritz.henning@bluelinxco.com Page 3 of 7 9 F N R / E" ,MEMBER REPORT Level,Joist.230 option PASSED w� 1 piece(s)117/8"731@ 230 @ 16"OC Overall Length: 31' 0 0 U 18, LJ 13' U All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ location AHowed ReSU t LDF Load.combination(Pattern) System:floor Member Reaction(Its) 1340 @ 18' 2790(5.25") Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 687 @ ST 9 1/4" 1821 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(R-Its) -2145 @ 18' 4215 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.217 @ 8'7 3/16" 0.441 Passed(1-/975) — 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.272 @ 8'6 5/16" 0.881 1 Passed(L/778) — 1.0 D+1.0 L(Alt Spans) -0-Pro°"'Rating 44 35 JPassed - -- •Delleetion ofteria:LL(L/480)and TL(L/240). Bracing(Lu):AD compression edges(top and bottom)mist be braced at 5'3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been perfumed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeser Edge-Parcel(24"Span Rating)that Is glued and nailed down. Additional considerations for the TJ-Pro'°'Rating include:None Bearing Loads to Supports(Ibs) Supports Toni A-name Required Dead �e Total accessories 1-Stud wall-SPF S.50" 4.25" 135" 119 4221-20 541/-20 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 5.50" 3.50" 309 1031 1340 None 3-Stud wall-SPF 5.50" 1 4.25" 1.75" 68 322/-90 390/-90 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member bang designed. Dead Floor Live Loads Location(fie) Spacing (0.90) (1.00) comments 1-Uniform(PSF) 0 to 31' 16" 12.0 40.0 Residential-Living - Areas /^� Weyerhaeuser Notes - _ T SUSTAINABLE FORESTRY INfrlATtvE Weyerhaeuser warrants ttat the stung of its products will be in accordance with Weyerhaeuser product design criteria and published design valum. y Weyerhaeuser expressly disdains any other warranties related to the software Rehr to current Weyerhaeuser literature for iustallation details. (www.woodbywy.cun)Accessories(Rim Board,Blocidng Panels and Squash Bloch)are not designed by this software.Use of this software is not intended to circumvent the nerd for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are thud-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For anent code evaluation repots refer to http://www.woodbywy.coWservmes/s_CDdeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DFSH Fortitbhwaire Operator Job Notes 5/26/2016 1:50:49 PM ' Fries Henning Forte v5.1,Design Engine:V6.5.1.1 Bluelinx 160523-Marine Home Center--Brian Burbic-REVISED 26 (seer)676-9417 May 2016-Barnstable MA-Bob.4te fritz.henrdng@bluelinxco.com Page 4 of 7 �' (� ® AEMBER REPORT Level,Joist.360 option PASSED u` 1,piece(s)1171W 73I@ 360 @ 16"OC Overall Length: 31' 0 0 LJ 18, U 13' u a o 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Adnai @ Location Avowed Result LDF Load:combination(ftttem) System:Floor Member Reaction(Ibs) 1340 @ 18' 3000(5.25") Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 688 @ 17'9 1/4" 1876 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -2145 @ 18' 6180 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Deft.(in) 0.190 @ 8'7 3/16" 0.441 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.238 @ 8'6 5/16" 0.881 Passed(L/890) — 1.0 D+1.0 L(Alt Spans) T]Pro'"Rating 47 35 Passed -- Additional considerations for the TJ-Pro-Rating include:None Bearing, Loads to Supports(Ibs) Supports Toml Avai aNe Required tad Roo Lae Total Accessories 1-Stud wall-SPF 5.50" 4.25" 1.75" 119 422/-20 541/-20 1 I/4"Rim Board 2-Stud wall-SPF 5.50" 5.50" 3.50" 309 1031 1340 None 3 Stud wall-SPF 5.50" 4.25" 1.75" 68 322/-90 390/90 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location(side) spacing (0.90) (1.00) comments b-Uniform(PSF) 0 to 31' 16" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESW wmATW Weyetaeuser warrants that the sang of its products will be in accordance with Weyerhaeuser product design aiteria and published design values. Weyerhaeuser evessly disdaims arty other warranties related to the software Refer to current Weyerhaeuser literature for installation details. (www.wcodbywy.mm)AeoEssaries(Rim Board,Bloddng Panels and Squash Blodcs)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyehaeiser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or bested in accordance with applicable ASTM standards. For current code evaluation reports retie to http://www.woodbywy.cm/servioes/s�.-CodeReports.aspx. The product application,input design bads,dimensions and support information have been provided by DFSH 'Forte Software Operator - - Job Notes - - - - 5/26/2016 1:50:49 PM Fritz Henning Forte v5.1,Design Engine:V6.5.1.1 (88 ) 678-9417,x (88 160523-Marine Home Center-Brian Burbic-REVISED 26 8 ) ' frit_z.henning@biuelinxco.com May 2016-Barnstable MA-Bob.4te Page 5 of 7 F O R Y I1�•F® MEMBER REPORT Level,Ridge Beam 18"option PASSED 3 pieces)13/4-x 18"2.0E Microllam@ LVL Overall Length: 52'6B 0 0 e� 10'3' 26 9' 15'6' U All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Auoured Result LDP Load:combination(Pattern) System:Roof Member Reaction(Ibs) 16362 @ 3T 20934(5.50") Passed(78%) — 1.0 D+1.0 Lr(Adj Spans) Member Type:Flush Beam Shear(Ibs) 7858 @ 3S 3 1/4" 22444 Passed(35%) 1.2-5 1.0 D+1.0 Lr(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -34693 @ 3T 72662 Passed(48%) 1.25 1.0 D+1.0 Lr(At Spans) Building Code:IBC 2012 Live Load Dell.(in) 0.363 @ 23'8 11116" 0.892 Passed(L/884) — 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.586 @ 23'8" 1.337 Passed(L/548) — 1.0 D+1.0 Lr(Alt Spans) Member Imo:0112 Deflection cribeile:U.(L/360)and TL(L/240). Bradng(Lu):All compression edges(top and bottom)must be braced at 12'215/16"o/c unless detailed odiawise.Proper attachment and positioning of lateral bradng is required to achieve member stability. -868 Pas uprift at support 2 314".Sbapping or other restraint may be required. Bearing Loads to supports(Ibs) Supports Total Available Required Dead Live Total Accessories 1-Stud wall-SPF 5.50" 4.25" 1.50" 71 1124/-938 1195/-938 1 1/4"Rim Board 2-Column-SPF 5.50" 5.50" 4.14" 6229 9519 15748 None 3-Column-SPF 5.50" 5.50" 4.30" 6537 9825 16362 None 4-Stud wall-SPF 5.50" 415" 1.56" 1205 2347 3552 1 1/4"Rim Board •Rim Board is assumed to carry all toads applied directly above it,bypassing the member tang designed. Tributary Dead Roof Live Loads Location(Side) Width (0-0) (morrsoow:1.25) Comments 0-Self Weight(PLF) 1 1/4"to 52'4 3/4" N/A 27.6 Roof Rafters-Snow 1-Uniform(PSF) 0 to 52'6"(Front) 16 15.0 25.0 Low Weyerhaeuser Notes SUSTAINABLE FORESTRY INmATNE Weyerhaeuser warrants that the sing of its products will be in accordance with Weyerhaeuser product design criteria and pubfisth design values. Weyerhaeuser a Wressfy disclaims any otter warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy=m)Accessories(Rim Board,Blocking Panels and Squash BWm)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReporMaspx. The product application,input design loads,dimensions and support information have been provided by DFSH i'Forte Software Operator Job Notes 5/26/2016 1:50:49 PM Fritz Henning Forte v5.1,Design Engine:V6.5.1.1 Bluelinx 160523-Marine Home Center-Brian Burbic-REVISED 26 • (BBB)876 May 2016-Barnstable MA-Bob.4te fritz.hennirvg@rrg@bluelinxco.com Page 6 of 7 �9FORT` t MkMBER REPORT Level, Rush Beam 18"option PASSED , 4 piece(s)13/4"x 18"2.0E Microllam@ LVL Overall Length: 18'5" 0 0 IT 6" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horaontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) system:Floor Member Reaction(Ibs) 9325 @ 4" 12644(4.25") Passed(74%) — 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 9123 @ I'll 1/2" 29925 Passed(30%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(R-Ibs) 76514 @ 9' 96883 Passed(79%) 1.25 1.0 D+1.0 Lr(Ail Spans) Building Code:IBC 2012 Live Load Deft.(in) 0.330 @ 9' 0.444 Passed(L/645) — 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.587 @ 9' 0.887 Passed(L/363) — 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be traced at T 7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing loads to Supports(Ibs) Supports Total Available Required Dead ROOF Roof Total Accessories 1-Stud wall-SPF 550" 4.25' 3.13" 4304 1658 5028 10990 1 1/4"Rim Board 2-Column-SPF 5.50" 4.25" 1.77" 4153 1658 4797 10608 1 1/4"Rim Board •Rim Board is assumed to carry al bads applied do ectly above it,bypassing the member being designed. Tributary Dead Roar Live Roof Live Loads Location(Side) Width (0.90) (L00) (wrrsrww.L25) Comments 0-Self Weight(PLF) 1 1/4"to 18'3 3/4" N/A 36.8 1-Uniform(PSF) 0 to 18'5"(Front) 6' 12.0 30.0 - Residential-Lmng Arms Unked from:Roof: 2-Point(lb) 9'(Front) N/A 6462 - 9825 flush Beam,Support 3 Weyerhaeuser Noties XN Weyalnaeser warrants that the '' of its products will be in a�dance with W SUSTAINABLE FORESTRY INITIATIVE �n9 Weyerhaeuser product design criteria and published design values. "rr Weyerhaeuser expressly disdaims any other warranties related to the software Refer to current Weyertiaeuser liteahure for installation details. (www.woodbywyxom)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woDdbywy.cDm/sevioWs_CodeReports.aspx. The product application,input design bads,dimensions and support information have been provided by DFSH Forte Software operator Job Notes 5/26/2016 1:50:49 PM ' Fritz Henning Forte v5.1,Design Engine: ine:V6.5.1.1 Bluefenz 160523-Marine Home Center-Brian Burbic-REVISED 26 (888)676-9417 May 2016-Bamstable MA-Bob.4te fritz.hennirig@bluelinxco.com y Page 7 of 7 o SMOKE DETECTORS REVIEWED LN LNL UILDI DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING N ti m �p -2 (� VI -�ILtHIYF,G'I-up�.L I�pO�SNII.�L�S._� I I I r � - - I� �� + • � . I —: �JGP- emu Y7oh cN yn1I _ _ _ - _ _ _ - _ __ - - - _ __._..__ - - �._I-- .. ... .... .. ... -- -•Lu > a� o ° I s m oh<t.�4alloedil'f :::. f i s - EEI HEH -- MEN - _UCf}IYf�C�Da�SH�Nc l�SLED] E Lill El {�llHG�po L� Su.iHu.. Z'/+I«ECkvvoe_SN��6-I.1� Q� i Q �T v � t- I I . , I m �I L V v J m � - ZD I IL Z L I z �. DOE] , N i =�PsN.rf�c�ueaL S+II��L� IIiiiiiiiiii r v1 vN _ �. 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BEING THE MAJORIIY OF THE A4&nrAA&MA ON" 10+6s0� MI MAY-9;'P 3 3.5 N 1oG°0 BARNSTABLE PLANNING BOARD HEREBYCItTtF11Y y THAT THE APPROVAL OF SFAS PIAN HAS NOT BEEN BARNsiABIE COUNTY MODIFlED,AMENDED OR RECINDM NOR-THE MAN REGISTRY DEEDS"CHANGED. JOHN F.MEADE D E: 1. N t01G ,8 / mrss ffaI76 NNJ"m 51 RAN, ,�y EO eAt' / / t o s,aNNNet XNAMNS N s d 1420 sa7N AIV SIF JXO III z 3 / u �' w •E vYI P 0 BW 546 mam \B /I rRES 1Anw1w a a w aWNPt $ �g5 pf_ •Z �- I( o, >i N jy w LaQ4PM i A OV09 Nmw � // � E // \80 uo N,tes9 .E - IP t SGT.r 4a49'N Qy9� � y� i N ro78ss � - N.us?.n0.E r� � ars• CA�j/ / R-250O � rcbaol b \ Lot 10 199.5g 515•.Ig't9'N / i L-4422r� Ra y:1 r e3:1 Arty 8459a* Sqc Ft. R� / 2. 50 ._ / w• ' � 06E Ad 'j0es •E E "- Shape fas N,s� - � Lot 4 "j5��• eouLOER 5 w1 Lot 11 - Atw--Aj6f8t Sq. Ft.ce 0 4 1 Area=86,0494t So Ft. Fd '� N Or GWBfL LEREY MtWff a 06O"NOM y t, o- - 4 2., � 1"Acres LOW ivursirm f ''• 1 1 1.52t Acres �•+ �Oi Shape -IR2 80SM9LEA02,09 c Shope 155 AW:V757r w Lot 12 `^ 4 _ e,.en t oil / _ _ _g� i iE d�Areo=7627(3t Sq Ft. , ,saM" i g5�� ; ; Or/ 1.75t Ades 0 1 >( St4 \ 4: DRAWAGE i N 2759.41' Sl4ope= 19.4 e' , E EAstvnvr 11 a 110.1tr 1 g$v All E I � m N.T2:7IY3' , ,5I.d7' , `�• ^Gi Nb _ n Of O26278' ' ` 5 3a'3I'ts w 45a65, v'1 fS UJQ /gp8d �8, ----ixac`s,2s_,Yssr- Lot 3 O w Sam S w s Mac s r rx3r7s•e t 202*r - ar oasr rAmmvr o Area-86�67t Sq Ft y^^ ■` 9AAK4rA&C AM 026M R-1417 31.{ N JT 52' xi or S J Au°o J aDTa¢0 S t-rB..1B' N.72'J,�Ys'E �20. ` 00. $e; '. \ ,eG98 zst. 202t Acres R M AWN A' RD ROG=JAMS Y AX n, SM M~r e R.s a19 tam• �.r•�. � Shape-11;t4 � 2wLmLSARa AM rse A A0O7K eEfecYB L—IS.20 2100 N{� 4- OP. �. DaPGS AP JO MAL19CP AI£ • 6AAM7A"AN ose,0 ETA"MA Lot 5 q � p �.: AMArGAW1 A CLERK OF THE TOWN OF Area=f'iB9.t 4 FL .4'c - �� M`• •, . SAMSTASM CERTIFY THAT THE NONCE OF APPROVAL OF THIS PLAN (NOt a Lluodwe Lot) 4yS�``• �� ! _ N 2759.4 E t 7 WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NONCE OF �? C APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT FOLLOWING THE RECEIPT AND RECORDING OF SAID NONCE ' d v rN NAMOKEY Sr @1 --_--_-----J eL:RGrr.A4 oP,7R N.15 S,2sT1SW I JA DATE TOWN CLERK mar Lo _ LOCUS — Lot 1 a C ArE�v 66362t SqL Ft. �' '" Ae: Lot 2 BARNSTABLE PLANNNGa BOND G � LOCUS MAP g �' TAM LOW=CA rAUP 1. Aaw I 1?' 84 or SV FL FAAH.r NX67 APPROVAL UNDER NE SUB01195TOIV SCALE 1•-20BY e&AA&S Au o2sw Shape= f7.7 i y � ' �=Adps CONTROL LAW 1S REQU/RED ASSESSORS MAP 299 PARCEL 93 W ASSESSORS MAP 278 PARCEL 46-12,' ASSESSORS MAP 278 PARCEL 46-2 O6 ASSESSORS MAP 278 PARCEL 46-3 . . LOCUS IS WITHIN!FEMA FLOOD ZONE C AS SHOWN 9` ' ON 2500010001D FLOOD INSURANCE RATE MAP 2718W Store NhR (F0W)07/02/1992. �N�� L�A�LLp — �-'- N.wV975'E 2&X- 2628s• N277 E ,7a . TOTAL SUBDIVISION AREA=i3.68 ACRES ZONING SUMMMY .. I fly ACES ZONING DISTRICT- RC RESIDENTIAL DISTRICT RMMEGAVAPA e yGe7 nA VECAAL W LLAaGa`E.E ROMr d e MIN.LOT SIZE 65,000 S.F. ,RA TAlNE Gz1BID Js HYAESU�AA LMS AG YM E VSUVWW VS�//�)HNMS A e W,77W7N AWp I s 0"Leo o2sso DEED BOOK 19483 PACE 257 MIN.LOT WIDTH 200• a 85 F "Op a dAyR�Y�� P VINNISO 0pr ra27 APPROVAL A''"as PLAN ST/B,ECT>n BAASKsrAe[E!/A a24r0 SAW47ARX AW OaW" A21r NaeK MY J0eg7 . COAOeLLVW I9D,Z,g•cowmINT 70 BE DEED BOOK 10974 PACE 17 MIN.LOT FRONTAGE 20• REOORAED HE>i W7M PLAN BOOK 336 PAGE 13 MIN.FRONT SETBACK 30• ' PLAN BOOK 441 PAGE 55 MIN. SIDE SETBACK ,5• MODIFICATION OF MIN.REAR SETBACK 15• MAX.BUILDING HEIGHT 30• - No. 658 & No. 362 _ A WELLHEAD of THE SITE IS WITHIN THE - DEFINITIVE FLAN WEILHFAO FM,OTECnON OVERLAY DISTRICT. SUBDIVISION OF LAND I CERTIFY THAT THIS PLAN WAS MADE IN H4 ACCORDANCE WITH REGISTRY OF DEEDS &Uo „ ��„ AS�� ,;, OWNMS i APPUCAWS BARNSTABLE, MA 1989. ASSESSORS MAP 278 PARCELS 46-3,46-2,k 46-1 PREPARED FOR . FRANCES W.BUSH-BROWN ��` FOUR ACRE REALTY TRUST PINE LANE Jm sm-3es-aw BARNSTABLE.MA 02630/ (DEED BOOK 10974 PAGE 17) ARNE ASSESSORS MAP 299 PARCEL.93 WntA down cape dngine� inn. SCALE: V- 5W DATE: APRL 11.2005 o Na 26M REV: JULY 7.2005 TOWARD W. THE ARDFOUR AND E GINIAREAL E.WOOLRUST D, o a� a REM NOV.8. 2005 OATS ARNE H.OJALA,P.L.S. TRUSTEES of THE FTR1R ACRE REALTY TRUST t,H ess�o op CIVIL ENGINEERS REM FEB.6. 2005 P.O.BOX 263 osum` BARNSTABLE.MA 02630 � � � � LAND SURVEYORS FOR REGISTRY USE - (DEED BOOK 19463 PAGE 257) - fm mein sL yarmonthpait.ma =5 50 o so ,ao ,sorest DATE ARNE H.OJALA•P.L.S.,P.E. OCE p{-J3T 04-337 O/lvnaol Oplian aotlC . r ......._. ..._._—_._.. ..... -� e — ,4 E I I I � I � ( 1- wer eaF- I i �LI � -- r - - tpegsE ..� I I � t - 1 M °- I vl� � •�, ) � It--- - _ "_� �i ji -- - cN f LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE OR 99- EXISTING CONTOUR PROVIDE MIN.20'DAN.WATERTIGHT - (NOT TO 9C4LE) C MPARABLE MEANS FOR MAGNETICT FUTURE LOAPE CATION. ACCESS COVERS TO WITHIN 6'OF FIN.GRADE qe X 99.' EXIST.SPOT ELEV. SLAB EL. 113.2 was [99]-- PROPOSED CONTOUR 113 MINIMUM.75'OF COVER OVER PREC/ST 2%SLOPE REQUIRED OVER SYSTEM 106' gO�rod (98.4] PROPOSED SPOT EL P°E(rH-2rl LOCUS THI ,1'4 TEST HOLE 1% SLOPE OF GROUND CQt 411O.S'1 rscwvmEO O u.GES WVTE: 70' -. r;1G;uY;ri E TE 109. CIE UTILITY POLE FIRE HYDRANT 09 95 N a fi g1°99° 41 D4.53' La^8 MOfE NOE NL SYYB0.5 YAY N'PFM N DRAMNC „e;e°oa;e?e:e°o-e?e_e:e6.CRUSHED STONE OR MECHANICAL qp�� COMPACTION.(15.221[21) 6 -THE INSTALLER SHALL VERIFY THE (2-5x SLOPE) (4_4 x SLOPE) LOCATIONS OF ALL UTILITIES AND ALL EXIST. EXIST. _ BUILDING SEWER OUTLETS AND FOUNDATION— 14' —SEPTIC TANK 117' D' BOX EXIST. LEACHING ELEVATIONS PRIOR TO INSTALLING ANY FACILITY LOCUS MAP PORTION OF SEPTIC SYSTEM NOT TO SCALE ASSESSORS MAP 278 PARCE-46-1 LOCUS IS WITHIN FEMA FLOOD ZONE X. _ 120 RAILROAD AVE (AREA OF MINIMAL FLOOD HAZARD)AS MAP 299 PCL 66 SHOWN ON COMMUNITY PANEL Q25001CO55BJ ✓ � '/ _� / \ \ DATED 7/16/2014 BEACH POINT LLC ,V 6425j S? 140 MONTVALE ROAD 2 ^ \, -_WESTON, MA 02493 OWNER: 5?0, BRIAN M. &ANNE MARIE BURBIC PR Epppp W 137 MAUSHOP AVE, BARNSTABLE,MA O MAP 278 PCL 47-12 -'aa� ✓ ^ ` \ LAND$CAeE \ .,\ DB 30977 PG 147 BARREL HILL TRAIL I - .�ED \✓ ✓ HOMEOWNERS ASSOC. TR J ANDREW MAHER TR 140 MONTVALE ROAD WESTON,MA 02493 0090 L R Al2 L \ PROP05 \ PRO 0$$,ED �� 0 + AREA Df�Al \ — ENC ARK'- v) ONCR TE BOONCz 119.0 NAVDBB 3 PROPOSED rf _� ;r_ ><J O \ , �� /�✓ _ _,. _ !. m ro I PR POSED/ x»o LANDSCAPE LA BE� �J r--t_ /�.T' (I \ MAP 299 PCL 93-3 6 d _ 14' I B ` �✓ '�� J' -/- O MUELLER FAMILY REVOCABLE TRUST z E,D 7.80 J \ }-„olz �j1D� ,�� !J UUU 350 BOYLSTON ST UNIT 105 N 84' T1TB 1 C - ✓-�" ' J \ w - — — \ _______,//✓}'+`� \ � O\��\ �`\ NEWTON.MA 02459E INTO _ Qs EINSTING PIPE PR T ti 1 D�OX PROVID IOR E ` 'CLEANO�'1T 0 \ \\ — -- \ \ xlsnX Nc EDGE of cR � � w \ POOL' . \ \ � \✓ \` DEC/ r.4 r ` c LOT 1!� D v oO �i \ vy \ )j L �'89,590f SF r w \ \\ * s2j / DWELLNNG �� 2 yck —126— 2.O6t AC. �, \ \ \` 4ce TOF 131.5 \ I J 26 M\ X V / 41 EXISTING GRAVEL DRIVE NOTES ` \ Z>� I.DATUM IS NAVD 88 h •��7.4p 76.E 2.MUNICIPAL WATER IS AVAILABLE 3.MINIMUM PIPE PITCH TO BE 1/8'PER FOOT. 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO.H-M 5.PIPE JOINTS TO BE MADE WATERTIGHT. \ J /`M1 M\ (` 1` J l J✓ MAP 278 PCL 46-2 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH BEACH POINT LLC J E^ 1241 M / 310 CMR 15.ODo(TITLE 5.) 140 MONTVALE ROAD WESTON,MA 02493 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ENCHMAR BE USED FOR LOT ONE STAKING OR ANY OTHER ti I 'v PURPOSE. ON R6TE 4.2 NAVD B.PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. 9.COMPONENTS NOT TO BE BACKFlLLED OR CONCEALED l ^ I21 2 J WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ).�W \ ( ' / 1 DIGSAFE(1-BBB-344-7233)AND VERIFYING THE \ LOCATION OF ALL UNDERGROUND @OVERHEAD UTOTIES PRIOR TO COMMENCEMENT OF WORK. ZONING SUMMARY O �Q- 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE r REMOVED 5'BENEATH AND AROUND THE PROPOSED LEACHING FACLUTY. ZONING DISTRICT: RG RESIDENTIAL DISTRICT ti° Q 12.POOL FENCE SHALL HAVE SELF-CLOSING SELF-LATCHING GATES,SIZE AND MATERIALS TO MEET LOCAL AND STATE MIN. LOT SIZE 65,000 S.F. BUILDING CODE.ALL DWEUJNG DOORS OPENING TO POOL MIN. LOT WIDTH 200' SHALL BE ALARMED To CODE. MIN.LOT FRONTAGE 20' 13.REFERENCE LANDSCAPE POOL PLAN BY YARMOUTHPORT MIN. FRONT SETBACK 30' L. i I 1 DESIGN cRDUP.ANDREW cARuur, A. MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' ) MAX. BUILDING HEIGHT 30' /) / SITE IS IN OLD KINGS HIGHWAY HISTORIC DISTRICT SITE IS WITHIN THE AP ZONE TITLE 5 SITE PLAN OF #137 MAUSHOP AVENUE BARNSTABLE, MA PREPARED FOR BRIAN & ANNE MARIE BURBIC DATE: OCTOBER 8, 2018 2� xo=u4 Horu4,sy�. Sc 1t,:1"=20' DANIEL� S1'DANIELA.� — d A' d OJAIA OJAI.A CIVIL o 40 10 20 30 50 FEET n No.4098D� o PNo.46502 off 508-362-4541 �a4osuevevorv' s5'orvni f SOB -362o 988D aowft�ave.�m down cape engineering,inc. �L? 16 civil engineers land surveyors DATE DANIEL A. OJALA,P.E.,P.L.S. 3J M DCE #16-136 s OO AfA 0 Street ( 6 YARMOUTHPORT MA 2675 16-136 -- 3'-0" 1'-0" I FEATHER COVE TO WALLTT cO BOTTOM RADIUS 18'-6" " 04 o'-G° IN SPA , 1 -o WALL ECHNICAAL NOTES iv 680.26 Equipaotential Bond'ang*(Summarized) 19— 3'-0" 3'-G" 51-011 (A) Performance.The equipotential bonding required by this section shall be installed to reduce voltage gradients in the pool area. u tors,insulated covered, or bare,not •,'•, (B) Bonded Parts.The specified in 680.26(B)(i)through(B)(7) shall be bonded together using solid copper conductors, ENC/ 1 AWG or with rigid metal:conduit of brass or other identified corrosion-resistant metal. Connections to bonded parts shall be made in accordance with smaller than 8 250.8**.Arn'8 AWG or larger solid copper bonding conductor provided to reduce voltage gradients in the pool area shall not be required to be extended or attached DEPTH 3-G ..I I TYPICAL COVER = 3" @ SPA to remote p;anelboards, service equipment,or electrodes. I II USE 4" FOR WALLS VERIFY (1) Conductive Pool Shells. Bonding to conductive pool shells shall be provided as specified in 660.26(B)(1)(a)or(13)(1)(b). 0 2" DRAIN o PROPOSED I I O -I ! SWIMMING POOL 2" DR Poured concrete,pneumatically applied or sprayed concrete,and concrete block with painted or plastered coatings shall all be considered conductive materials r, due to water permeability and porosity. Vinyl liners and fiberglass composite shells shall be considered to be nonconductive materials. 20'X40' o I (2) Structural Reinforcing Steel. Unencapsulated structural reinforcing steel shall be bonded together by steel tie wires or SPn A 1 60_0» o the equivalent.Where structural reinforcing steel is encapsulated in a nonconductive compound, a copper conductor grid , l shall be installed'inaccordance with 680.26(B)(1)(b). 7'-0" '.I I (3) Copper Conductor Grid.A copper conductor grid shall be provided and shall comply with(b)(1) through (b)(4). PROPOSED I " bonded t h other t I t f The bonding SAFETY FLOAT LINE , (1) Be constructed of minimum 8 AWG bare solid copper conductorso each o era all points o crossing. a on ing shall be in accordance with 250.8 or approved means. 10—0 19'-8" (19' REF DROP=4'-6") " 6'-4" (2) Conform to the contour of the pool co o (3) Be arranged in a 300 mm (12 in.) by 300 mm (12 in.)network of conductors in a uniformly spaced perpendicular grid pattern DEPTH 6-O" of oll„I with a tolerance of,100 mm (4'in.). 14'-0" _ PROPOSED (2) 2" DRAIN N (4) Be secured within or under the pool no more than 150 mm (6 in.) from the outer contour of the pool shell. AUTOCOVER (4) Perimeter Surfaces.The perimeter surface shall extend for 1 m (3 ft.) horizontally beyond the inside walls of the pool and shall include unpaved`surfaces as well as poured concrete surfaces and other types of paving. Perimeter surfaces less than 1 m (3 ft.)separated by a permanent wall or building 1.5 m (5 ft.) DEPTH 3'-0 " DEPTH 3'-G " in height or more shall require equipotential bonding on the pool side of the permanent wall or building. Bonding to perimeter surfaces shall be provided) as specified in 680.26(B)(2)(a) or(2)(b) and shall be attached to the pool reinforcing steel or copper conductor grid at a minimum of four(4)points uniformly = PITCH I/2"-> 12 " 3 spaced around the perimeter of the pool. For nonconductive pool shells,bonding at four points shall not be required. I ' S• HANDRAIL DOWN ±0.7 I y2 (5) Structural Reinforcing Steel. Structural reinforcing steel shall be bonded in accordance with 680.26(5)(1)(a). cv (6)Alternate Means.Where structural reinforcing steel is not available or is encapsulated in a nonconductive compound,a copper conductors) shall be utilized SPA REBAR PLAN where the following requirements are met: B SCALE 1/4"= V-0" (1) At least one minimum 8 AWG bare solid copper conductor shall be provided. (2)The conductors shall follow the contour of the perimeter surface. o y splices p co erm (4)The required conductor shall beitted 4501to 600 mm(18 in. to 24 in.)from the inside walls of the pool. (5)The required conductor shall be secured within or under the perimeter surface 100 to 150'mm (4 in. to 6 in.) below the subgrade. NOTE: (7) Metallic Components.All metallic parts of the pool structure,including'reinforcing metal not addressed in 680.26(B)(1)(a), BENCH INDICATES GENERIC POOL shall be bonded,.Where reinforcing steel is encapsulated with a nonconductive compound,the reinforcing steel shall not be required g 0 COVER TROUGH DINAENSION. to be banded. 3 G VERIFY ACTUAL DIMENSION 3 0 0 LADDER. WITH POOL INSTALLER. ( j Metwftng fighting. � BOND TO GRID (10) Electrical Equipment.e_0» BOND ALL STEEL, FITTINGS in Fixed (Metal Parts.All fixed metal arts shall be bonded including,but not limited to metal-sheathe cables and raceways,Ix d c s P gr( ) Y . TO STAIR NOSE REBAR + RAIL AND EQUIPMENT TO POOL#5 metalpiping,metal awnings, metal fences and metal door and window frames. (BOTH ENDS) POOL PLAN BONDING 5Y5TEM 9 r TO POOL#5 LOOP SCALE 1/4"= V-0" Exception Mlo 1:Those separated from the pool by a permanent barrier that prevents contact by a person shall not be required to W.P. JUNCTION BOX be bonded. EXAMPLE 1 y2' 5.5. HANDRAIL Exception/No 2:Those greater than 1.5 m(5 ft.) horizontally from the inside walls of the pool shall not be required to be bonded.'Exception No 3:Those greater than 3.7 m G,C, TO VERIFY W/OWNER (12 ft.)meeasured vertically above the maximum water level of the pool,or as measured vertically TO HOUSE ELECTRIC SERVICE above an +observation GROUND = #8 y stands,towers,or platforms, or any diving structures,shall not be required to be bonded. (C) Pool Waiter.'Where none of the bonded parts is in direct connection with the pool water, the pool water shall be in direct contact with an apprroved corrosion-resistant conductive surface that exposes not less than 5800 mm2(9 in.2) of surface area to the pool water at all times.The conductive surface 40'-0" POOL: shall be!located where it is not exposed to physical damage or dislodgement during usual pool'activities,and it shall be bonded in accordance with 680.26(5). 21'-0" #3 REBAR 0 12" & 6" O.C. E.W AS SHOWN 250.8 Connection of Grounding and Bonding Equipment** 3'-0" " Equipment grounding conductors,grounding electrodes conductors,and bonding jumpers shall be connected by one or more of the following * SPACE FOR TRACK/COVER SPA REBAR SEE PLAN (A) Permltteed t+Lethods. 1 —0 means: 5 BOND TO J.B• POOL LOOP (B)Listed pressure connectors 1'-6" * 2" (C)Terminal I bars` (D) Pressure(connectors listed as grounding and bonding equipment E Exothermiic welding process rL crew a fasteners°that engage` not less than two threads � F Machine sheads or are secured'with a nut La • O -type -forming mach me screws that engage nat less than`t wo threads In the enclosure(G)Thread ,F i ,; I H Connections that are art of a listed assembly. a C4 1 —0 I Other listed means I \ «: ,z • u t0 D Meth Permitted. Connection devices or fittings { )Methods Not P f g that depend soley on solder shall not be used. #211 UTILI , .. , . NEC 2014 E ui otentlal Bonding Artcle 680.26TY IN " ** 6 NEC 20]L4 Connection of Grounding and Bonding Equipment Article 250.8 9 9 I I 4 4 I ° ALL WALL5 BOTTOM G" u CONCRETE 3 000 P51 , » o cs RADIUS I 1-011n, a. ao 01 q� NOTE: G WALL GRID SHOWN; _.._ LONG _ SHORT WALL SIMILAR I2m xI2II GRID, POOL (� t I ld...P'.V.:.I!:,..x,.v.,�il.k1.a.+a t.1t,.SrI.i,.1.I.^.r i,..,L•,.P,.,,(...,f'.►.r.a.,/_r i I. i A4,.e.t...to,'.i.a.,...i..+•t_,.t.i.i;_...I, . ., .... ,I..:.::,. .. .::::..• .. :.,: -,• <_.. ...<,., ._ ,_.. .: ... . ... ....:. .. ..... ...........__.,,_.,..._:.... COVE TO END OF COPING OR L COPING TOP FEATHER COVER E NO C _ r Fz +IREBAR- WALL 12 VERIDICAL. VERFY FINAL WALL SOWATR DRAINS - I, WITH G.C./OWNER OWNER ,., . D REBAR W / ._ o DETAIL AN Us,ed4B7 �' ,, 1 I '� �;��, „ w N. 3• �.:.w` i� µ .,,, ,� a.,ax ;?+�, ,,cr 'a orb.�a. �` •_ b u r,: , - `- '",'.'::. a , Y:x. ', ..... .-:z' n::^°-` `x;:- s:"•.i'..rs ,a' +' f"-�i q0 � !�>{�a��➢!'��`�s; � �`��'° .: Purl 9&10-Cable to Reber U041447 >�` :s",s .n` `'A•+ ': . •%;">^t : - +.,''rktz 4Lµt-:%eSr ' P> ` 4, �s-'4 . Ultravyeld Exothermic Connection Molds 1 One-Hole Tinned Copper Lay-In Lug ,r' ,g + ' r Wa!d 1" Required, Packrnp ^` �. _ t �"� " Part Ro.-_.__._.-__.--- MrtN% .Cond-torR,nmetAWQ) Dolt Holesze .:.r rf ,._" ` * Y°rbr,¢ r"`:I'. .,,,�''_ ° WMashat NUWTUB! Handle ` MariNo. a , a a` A ' 8 6-4 TCI.I414DB � 4•t4 af0 � . ' �,, --�,. x-;, r"•+' "� F'y� Lh � h' .`� i4'3&9 -USis NVVYTUBCiS _M:11 WfPAV ' .9.tltaMe lot d!rectllburial, , .4T ,,tom �, �' �".,,� nr_tmit US25 Ntn AUBEYS In[F°d d_ C_tPFF1l r » 19'-3" „ ,^t'.: '',, - ... A736SB U566 �NUNf(UBE'•5 M4I 'lIkPSLY M . �.iNUYi116E64 M.11 WF.PSLV ,- a •;w „;��x :." ,_x. g,17 aw '"'ak„+'r -%.'&rF'•� .Ci'r].. L XK•tF'=r R05S56 •VU565 NUMUBEGS •_N�I...,,r•Wusm t21 0 6 A.C. E.W. ® BOTTOM AS SHOWN Lured 436 a$,. •„»;'..r't' ra'.s-, '""';P" a 3s. i'" ,r ' 40'-0» atti4G7 ,, °`W' G%21 TO BE CHARGED 2"Copper Spilt Dolt . '" ` + �" UNIFORMALLY* Pare tie, Ranh°terEqualMain(AWG) MIMp@mTap CC5^_G 4 SoL-I snt. Lill , �. h "• r ,.✓ ,� i:s^`'` POOL SECTION W/. REBAR ,5ultabletwdl°Hbudal. #3 REBAR 3 COVER *' ,I(ej SCALE 1/2"= V-0" ,: .�,;. •k ,: is r � ��,' ii-Robot Grounding Assembly FOR EXPANSIVE: SOILS � r " , ;s" ••. ; ; '� � �_� ��` Pert No, ReEar Conducttr Conductor INCREASE TO 9" 'MAINTAIN .. f +} _ Size TYPe{AWG) Length(ft.) 1 }` + FvL -` r B L��msxs a a sa. s - 3" COVER ``Y„ E a, x '��.'#x'�„a a ,,.�..#'-�.'' ti '.: tiy`r<[• y„ .� c> �" le Prefzbrica!Mrrta.•gtuMlrtgameeilAf lhezoSurralcaBr ; fir •rt 1 F�.,w4 °�-s., ' tx'h,'i. ,CI!',,,� �;,�a^.- ��"'t ma9^'<.'�r• ,,Fz•� }yc.` �,.. , - fy ///j a�'r� �' '� �2>� .SkrulM 34'brq reb7e. ~•^••f Llted 49' N:• 3-Copper offset Terminal Lup 1 2 Part Ulm. 1, 0" o. ma tSrndlletarRanpeUWG3 lt HoleSlee: , r GF.CL2 1451r.•SSn. AB "t, x `' v,'3a',� e.+"xg,''+ '•* / ``.:/ a _ .%t m tab,for deed bxld. (4) #3 REBAR G" LAP MIN t15&M496 rr Ps 12-UL Listed Prefabricated FaBL2n .'= Selz) UWb457 7&8-Cable to Cable Ultmweld Exothermic Connection Molds 48 Solid Copper Ground Mesh 4&5-Rebar&Water Pipe Ground Clnmiis rf-cPC Pi a Clams erea i cC Part as Width :Uenptn eondv"" Apprez. Part Ro° PIP@ V.Rebar Range Conductor Ratg4{A36) Nnrn,P,p@ Pi PaOUt,tde Part No. -„ .- ,..-) c uir@d Handle VQ {ft.) 1 sPadng(in.) Wt,(I".) 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COPING SECTION SCALE 1/2"= V-0rl PAGE# SHEET DESCRIPTION: REVISIONS: PfROJECT: ARCHITECT'S INFO: STAMP: ARCHITECT: POOL PLAN, Leeds A E ��P`�"°FMASs9�IBIJRBIG RESIDENCE Arch't �' sE **0.43 P01 .0 REBAR ELEVATION; I ects I Engineering o CALLf:R DATE: DWN.BY: 1137 MAUSHOPAVENUE o vieI T(Ek"ITS DETAILS, SPECS 09,i20/2018 12 Fait�eld Drive l E.Sandwich,MA02537 JD` BARNSTABLE, MA 508.833.1300(main) 1 508,833.1377(fax) ., O,c GIST P `� SCALE: CHKD.BY: www.LeedsArchitects.com FSsroNALE�'�\� 1/2"= V-W U.N.O. JD I N Uk