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Home My WebLink About0105 BRENTWOOD LANE 'Ito IIsums IAM,AS pomp of skit A ,DR 9010 Ely MTQ"now',Iwin gpm WQ fit MOTION MRA -coo MAWN t�W, lot! Qff,"04 A-Lot go,Root jzoaffu;IToo,Iwasps II'lam* THAW way) all 5, 'T MIROV MAKIN own,W-Us Itons S INAM Lyn - "so"IMIM IRE it, -was IIIVMS` hobo- Vow ,,M&AIAM MTV moo My,a w lop, moo"-Awn Now 0 small IWIN "May;-woe IWWI A OWN-__�W_ya,0 F"A Sam j= so-, 0>, -twos I -Amon,Z.,Am copy ,to Too"Mow 4mo�"Q.; Wna gyms W,ThKAN h Off""Yon Vow r MME ,Tlson woo BA"n moo Thom Mol T IIItoo 3 'Commonwealth of Massachusetts Sheet Metal Permit Map` Parcel X®PRESS P MIT Date: C2 A 2� ` Permit#c, `i a Estimated Job Cost: ,ZO FEES 2 7 2014 U Permit Fee:`$. � Flans Submitted s ✓No-,-,TOWN OF BARN wed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: COASTAL Name: Name: �Q sEp L LID, HEATING & R COND., INC. Street: 1039 ASH ST Street: /bS l3Pj�1 Ta)001')Z BROCKTON, MA 02301 � �: It City/Town: City/Town. Telephone: 5 O'O Telephone: _JQ9s —.3 q-'1--.30gn Photo I.D.required/Copy of Photo I.D.attached: YFS NO Staff Iuitiai J-1 M=1-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: l-2 family k Multi-family Condo/Townhouses Other Commercial: Office. Retail Industrial Educational Fire,Dept.Approval 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: L/ Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing .Provide detailed description of work to be done: �A s fir;7�iu �c�cc.T,erc�� g' CotiT�ac. Gc,�z�z iu� l7ULT T�S�z/V� B _ 67XIG—f-e—,S 4t "� `" ";s Town.Qfurnstable £ Regulatory Services bra' Thom ,B.Guar,Dlro; Buua�ng n�on Tom Perry, comm"Der. 200,Maia'St�eet,Hyannis►MA 02601 VVWW.towu:bainaablama.as Office: 508-862-4038 . Feat: 508-790-6230 Property Qwnet Must Complete and Sign This Section*, �f YTsino A Buitder �:- I, 7ATLcJ us er of the subject prop=tp P(SIET hereby aathoiize �'S�/S ? ,2 to act on my behall;` is all matters relative to work authorized by this building permit (Addre99.of Job) —T 'kPool fences and alarms are the responsibility of the'apphcant. Pools are not to be filled before fence'is instaUed and pools ate not to be ui�7ized unttl all`finahnspections are performed aad accepted. M f er Sigaatute of Apphcnat Peat Name �JSS Phut Name 1 S I: 3 i f I D. CRAWL ---- ----------- s e I --I - 1 a I a•4.w T.v.a roa.�y •-rO.c.6->> -___ f nDDr b ' + 1 P. WALL DE-1 AiL- iaa cee _ - i RL Y I.i sue'. � � � � •_^no4Gr � I ai � Y 4�`` I a ------ - ---------_-- t t _ s�I L__ ------------ FGUNDA—TiON �L-A\ FOUNDATION PLAN F1 .1 i if at 1 ' I I I `•; a.mwm is mrJ m svc.crna Y _ - Q V aY:1��iac.KTa p «-p.w WnP.Ks[Ou:fP w:..COCRYa�m.B.tGYW 6..Na '. 0� I � ...,�,,.a,.-..�,b1.,a�.>,,.�r,Y,.m,...,�.��,.,�.r.,,.,, ;- a -. . .. .. \ Q' �—�J .L�r�--' L____ G•.iG - 9 � G' _. ee mewy'e.•liiT tau��-«iS.rE[��< b '�'Y�S '^ I D NG Ij 1� � e 1 -ree u T oa�ry)atxr.'.wev �'ntt roava�..eeo.�wnK ~I �+�.9�L i•. Sri; INf Y 1 4 Tu;i m.aia e.�.Av.o` T�e, �rrm rJ.Rr 4 �'!�1�'~ ~ O• _ •' T a nw _ wr `7-°E-Q �.. •r. +r- !� ale li _ b x ymy I - I Z --.,r`Otl�'j' i1 b ,+..�•._ � -._ .{.wry/�. � "NIX - pam a..�.v.Yo am• . ..' .sna ro varx.r.ws•oa�.•ew.ciwt.ax...m.msvoasa w.•�v.rn w - r - � I _ I �r«.°roar..i na°m w:.i-.�'M''+'°°.ue:r...e'°`°✓..r rpee-a�.win�+'...'.a`�`vm:...� ..w.u.u'.o �„_.- _ � 4 1 yy e w.ev aToaa..ros•oe.nome w Y..w:coon�.a: � I ' aW y _r.v ei' DOOR 5 a E D U _ E 0 ' O � ►;a - vi .1� �I G —�,._A� hi ol nv-w-.na.,.v...m..,:+i.mp•m.o we a'.,,'.r-.. .lav•!-n 1 a •""_,aa...a.�ou�.+noon. .nw vc,r-e• vc-mai.i ___________1 O t( 1 I � � i II �`�, 61 Till I v �',� 15T FLOOR PLAN FiR5 i FLOOR PLAN scJ_e aA•.r_o• � 1.571 5O GROSS LIVING AREA -57 W ?T GR S GARAGE AREA A2.1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- 33 Parcely Application Health Division Date Issued t —2z=�s I l� Conservation Division n --�- Application Fee I 4 Planning Dept.� 1011711: - Permit Fee Date Definitive Plan Approved by Planning Board 501�1gg0t i o f I., Historic - OKH _ Preservation / Hyannis Project Street Address 1 Off' � a Village c� 1 e, Owner T:p,&r-(G�5 Wcx:rrIA^�f Address dOS W%;_ KAA Telephone G C7-E 74-3� . 4:- I Permit Request rw�f 3 3'7�A-t S Square feet: 1 st floor: existing proposed 15 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation* t3 Construction Type Lot Size 4-3 ./ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,j� Two Family ❑ Multi-Family (# units) Age of Existing Structure 1`4 JA 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)0 �>� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing _ new i_First Floor Room Count Heat Type and Fuel: >(Gas ❑ Oil ❑ Electric ❑ Other VA C7Central Air: N Yes ❑ No Fireplaces: Existing New Existing wood/cr stove: q Yes No Detached garage: ❑ existing new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ `raCD�w 6e_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: v Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �� 77 Commercial ❑Yes �(No If yes, site plan review # w ; Current Use i/,��i�— Proposed Use jgg�r i .t' ,A L__. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 17-61 A Telephone Number —�8 3� • 3O`�� Address P O. Sox I R(o License # ®8 3 445 W • �N 15 ,PEA 02.(o--0 Home Improvement Contractor# E4nalle- Is �'�� ►��r . Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Al SIGNATURE DATE O 2 FOR OFFICIAL USE ONLY T APPLICATION# I DATE ISSUED MAP/PARCEL NO. M ADDRESS VILLAGE OWNER DATE OF INSPECTION: F a F®UNDATION,- F � FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED'OUT ASSOCIATION PLAN NO. r ' � L Town of Barnstable Building Department artment - 200 Main Street 13A"ST"LE. • Hyannis, MA 02601 9 MASS. 16:q. . (508) 862-4038 RFD M1�a Certificate of Occupancy Application Number: 201307420 CO Number: 20140106 Parcel ID: 333003007 CO Issue Date: 08105/14 Location: 105 BRENTWOOD LANE Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: BARNSTABLE Gen Contractor: REEF REALTY LTD. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r, TOWN OF BARNSTABLE 201307420 * BA MSTABLE, Issue Date: 10/22/13 Permit MASS. pr16 A� Applicant: Permit Number: B 20132591 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/21/14 Location 105 BRENTWOOD LANE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 333003007 Permit Fee$ 1,785.00 Contractor REEF REALTY LTD. Village BARNSTABLE App Fee$ 100.00 License Num 175486 Est Construction Cost$ 350,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM,2 BATH,SINGLE FAMILY HOME WITH ATTACH EDTHIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE AND A SUNDECK INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HOOTHAY,FRANCES BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 197 KENT ST.,#15 INSPECTION HAS BEEN MADE. BROOKLINE,MA 02446 Application Entered by: PF Building Permit Issued By: [�- 2(�_ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY:ANY STREET,ALLEY OR SIDEWALK'OR ANY PART THEREOF;EITHER TEMPORARILY:OR PERMANENTLY. ENCROACHMENTS` PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUII,DING'CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION CAPUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF,PUBLIC WORKS.THE ISSUANCE OF THIS,PERMIT DOES NOT RELEASE.THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION ' RESTRICTIONS ., . MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION,WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION_ . 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS fr- 2 2 /%/.vA4--OK, 1 Heating Inspection Approvals Engineering Dept 1 �( s Fire Dept �� as5-�t� 2 Board of Health i PROJECT 1 NAME: k) ( ADDRESS: PERMIT# DO 13 0---14 PERMIT DATE: ZQL- t3 M/P; 3 - b0 3 ova LARGE ROLLED PLANS ARE IN: BOX -3 SLOT �3 Data entered in MAPS program on: , 1 BY: q/wpfiles/forms/archive OWNER AUTHORIZATION FORM Statement of ownership: I, Frances Hoothay , as Owner of the subject property, hereby authorize Reef Realty Ltd. to act on our behalf, in all matters relative to work authorized by this building permit application for: 105 Brentwood Lane Cummaquid, MA Map 333, Parcel 3 Name of Authorized Agent/ Contractor: Reef Realty Ltd., dba REEF, Cape Cods Home Builder Matthew K. Teague 24 School Street P.O. Box 186 West Dennis, MA 02670 Owners Signaturg D to r-rC-I1.G a s c , Print Name I Affidavit of Substantial Financial Interest of �rvL _ , on oath depose and state as follow : 1. 1 am an applicant for a building permit for the property located at Map 333 Parcel O3aD The address of the property is lto�5 gNgj�. fL-A ti4� 2. I have °J° legal or equitable interest in the real property which is the subject of the Yuilding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is to - 1-+ - 13 , the `following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for ° r'e property In which I have a 1 /o or greater legal uitable interest.o q 6. Within the last ten days, I have submitted building permit applications for which I have a 1°/o or greater legal r equitable interest. property In wh g g q 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable int rest. 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 perjury,,thisf+ day of , �V VO V 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT Generated by REScheck-Web Software Compliance Certificate Project Title: Hoothay Residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Project Type: New construction Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 105 Brentwood Ln REEF,Cape Cod's Home Builder REEF,Cape Cod's Home Builder Barnstable,Massachusetts PO Box 186 PO Box 186 W.Dennis,Massachusetts 02670- W.Dennis,Massachusetts 02670 508-394-3090. 508-394-3090 Compliance:5.4%Better Than Code Maximum UA:314 Your UA:297 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. Ceiling:Cathedral 782 30.0 0.0 27 Ceiling:Flat or Scissor Truss 1062 38.0 0.0 31 Skylight:Wood Frame,2 Pane w/Low-E 16 0.350 6 SHGC:0.00 Wall:Wood Frame,16in.o.c. 504 21.0 0.0 23 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 75 0.280 21 SHGC:0.00 Orientation:Front Door:Solid 20 0.280 6 Orientation:Front Wall:Wood Frame, 16in.o.c. 434 21.0 0.0 23 Orientation:Right Side Window:Wood Frame,2 Pane w/Low-E 38 0.280 11 SHGC:0.00 Orientation:Right Side Wall:Wood Frame,16in.o.c. 505 21.0 0.0 24 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 88 0.280 25 SHGC:0.00 Orientation:Back Wall:Wood Frame,16in.o.c. 434 21.0 0.0 20 Orientation:Left Side Window:Wood Frame,2 Pane w/Low-E 38 0.280 11 . SHGC:0.00 Orientation:Left Side Door:Solid 20 0.280 6 Orientation:Left Side Door:Glass 20 0.350 7 SHGC:0.00 Orientation:Left Side Floor:All-Wood Joist/Truss Over Uncond.Space 1686 30.0 0.0 56 Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 1 of 6 I 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 building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 2 of 6 Generated by REScheck-Web Software Inspection Checklist C�J( Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New construction Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,161n.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight:Wood Frame,2 Pane w/Low-E,U-factor:0.350 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 3 of 6 Comments: Doors: ❑ Door:Solid,U-factor:0.280 Comments: ❑ Door:Solid,U-factor:0.280 Comments: ❑ Door:Glass,U-factor:0.350 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 4 of 6 Ej All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means ' of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 121.9 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 182.9 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 91.4 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 61.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the Lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 5 of 6 Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency Y space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:.(Building Department Use Only) Project Title: Hoothay Residence Report date: 10/03/13 Data filename: Page 6 of 6 i 2009 BECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): a-k kx Window 0.28 Skylight 0.35 Door 0.28 NA Heating System• Cooling System: Water Heater: Name: Date: Comments: i I i I T Boise Ca9cade -� Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 11 span I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB01 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: I I I I I 2 I I I I I I 14-11-08 BO B1 Total Horizontal Product Length=14-11-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 898/0 1,930/0 2,692/0 B1,3-1/2" 898/0 1,930/0 2,692/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 attic Unf.Area(lb/ft^2) L 00-00-00 14-11-08 20 10 06-00-00 2 roof Unf.Area(lb/ft^2) L 00-00-00 14-11-08 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 16,243 ft-Ibs 44.3% 115% 2 07-05-12 Completeness and accuracy of input must End Shear 3,831 Ibs 28.1% 115% 2 01-03-06 be verified by anyone who would rely on Total Load Defl. U415(0.42") 57.9% n/a 2 07-05-12 output as evidence of suitability for Live Load Defl. U712(0.244") 50.6% n/a 5 07-05-12 particular application.Output here based on building code-accepted design Max Defl. 0.42" 42% n/a 2 07-05-12 properties and analysis methods. Span/Depth 14.7 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 4,623 Ibs n/a 33.5% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 5-1/4" 4,623 Ibs n/a 33.5% Unspecified BC CALC®,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD TM,BCIG, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum total load deflection criteria. trademarks of Boise Cascade wood Calculations assume Member is Fully Braced. Products L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com I ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 11 span 1 No cantilevers 10/12 slope Wednesday, September 18, 2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB01 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable , Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for c particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum= 1-1/2°C=4-7/16° or ask questions,please call(800)232-0788 before installation. b minimum=6" d= 12" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARDTTM BCIO, BOISE GLULAMT^' SIMPLE FRAMING Calculated Side Load=360.0 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Install Screws with screw heads in the loaded ply. VERSA-STRAND®,VERSA-STUD®are Connectors are: SDW22500 trademarks of Boise Cascade wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®BoiseCSscade Double 1-3/4" x 9-1/2" VERSA-LAM(g) 2.0 3100 SP Floor Beam\FB02 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC@ Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB02 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable , Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: 1 10-10-14 12-10-12 BO 61 B2 Total Horizontal Product Length=23-09-10 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 264/54 564/0 178/0 B1,5-1/4" 783/0 5,882/0 5,117/0 B2,3-1/2" 304/27 799/0 218/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 23-09-10 40 10 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 23-09-10 0 80 n/a 3 wall Trapezoidal(lb/ft) L 00-00-00 0 0 n/a 11-10-14 0 100 n/a 4 wall Trapezoidal(lb/ft) L 11-10-14 0 100 n/a 23-09-10 0 0 n/a 5 roof Unf.Area(lb/ft^2) L 00-00-00 23-09-10 15 30 01-04-00 6 RB01 Conc. Pt. (Ibs) L 10-10-14 10-10-14 0 3,128 4,530 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 2,920 ft-Ibs 20.9% 100% 3 18-03-05 Completeness and accuracy of input must Neg. Moment -4,031 ft-Ibs 28.9% 100% 1 10-10-14 be verified by anyone who would rely on End Shear 912 Ibs 14.4% 100% 3 11.11.00 output as evidence of suitability for Cont. Shear 1,690 Ibs 26.8% 100% 1 11-11-00 particular application.Output here based on building code-accepted design Total Load Defl. U1,001 (0.152") 24% n/a 12 17-10-03 properties and analysis methods. Live Load Defl. U999(0.052") n/a n/a 27 17-08-06 Installation of BOISE engineered wood Total Neg. Defl. U999(-0.011") n/a n/a 12 09-04-03 products must be in accordance with Max Defl. 0.152" 15.2% n/a 12 17-10-03 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 16 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER@,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST@,BC RIM BOARDTM^ BCI@, BO Post 3-1/2"x 3-1/2" 896 Ibs n/a 9.8% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Beam 5-1/4"x 3-1/2" 10,998 Ibs 79.8% 79.8% Versa-Lam 2.0 SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 1,190 Ibs n/a 13% Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®BoiseCbscade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, September 18, 2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB02 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable , Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum (L/240)Totall load deflection criteria. Completeness and accuracy of input must Design meets Code minimum(L/360) Live load deflection criteria. be verified by anyone who would rely on output as evidence of suitability for Design meets arbitrary(1") Maximum total load deflection criteria. particular application.Output here based Calculations assume Member is Fully Braced. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood products must be in accordance with Fastener Manufacturer: Simpson Strong-Tie, Inc. current Installation Guide and applicable building codes.To obtain Installation Guide Connection Diagram or ask questions,please'call �.I b _ d (800)232-0788 before installation. a BC CALC®,BC FRAMERO,AJSTM, ALLJOIST®,BC RIM BOARD T"" BCIO, • • • BOISE GLULAMT"^ SIMPLE FRAMING ° SYSTEM®,VERSA-LAM®,VERSA-RIM • �—• • PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood a Products L.L.C. a minimum= 1-1/2%=6-1/2 b minimum=4" d= 12" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®Boise C.1scade ' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 Dry 1 span I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB03 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: a 06-04-12 BO B1 Total Horizontal Product Length=06-04-12 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,932/0 1,643/0 2,692/0 B1,3-1/2" 1,002/0 745/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 06-04-12 40 10 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 06-04-12 0 80 n/a 3 attic Unf.Area(lb/ft^2) L 00-00-00 06-04-12 20 10 13-00-00 4 FB01 Conc. Pt. (Ibs) L 00-00-00 00-00-00 1,930 898 2,692 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 2,407 ft-Ibs 17.2% 100% 1 03-02-06 Completeness and accuracy of input must End Shear 1,155 Ibs 18.3% 100% 1 01-01-00 be verified by anyone who would rely on Total Load Defl. U999(0.031") n/a n/a 1 03-02-06 output as evidence of suitability for Live Load Defl. U999(0.018") n/a n/a 4 03-02-06 particular application.Output here based on building code-accepted design Max Defl. 0.031" n/a n/a 1 03-02-06 properties and analysis methods. Span/Depth 7.5 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 5,861 Ibs n/a 63.8% Unspecified (800)232-0788.before installation. B1 Post 3-1/2"x 3-1/2" 1,747 Ibs n/a 19% Unspecified BC CALC®,BC FRAMER@,AJST°, ALLJOISTO,BC RIM BOARDTM,BCI®, Notes BOISE GLULAMM,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEPLUS@,®,VERSA-LAM®,VERSA RIM LUS® VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum total load deflection criteria. trademarks of Boise Cascade wood Calculations assume Member is Fully Braced. Products L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®BoiseCdscade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F13O3 Dry 11 span I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB03 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2"c=6-1/2" (800)232-0788 before installation. b minimum=4" d= 12" e minimum= 1 BC CALC®,BC FRAMER®,AJSM ALLJOISTO,BC RIM BOARDTM,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMT^^ SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded P VE ply.. VE SO,VERSA-RIM®, RSA-STRANDO,VERSA-STUD®are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: SDS 1/4 x 3-1/2 Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com f T Boise CAscade Triple 1-3/4" x 9-1/2"VERSA-LAM® 2.0 3100 SP Floor Beam\F1304 Dry 17 spans No cantilevers i 0/12 slope Wednesday,September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB04 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: 7 5 1 � i A �.� _ � .�. 05-03 00 06-00-00 07-11-00 07-06-00 07-06-00 0 07-02-00 0 07-06-00 BO B1 B2 B3 B4 B5 B6 B7 Total Horizontal Product Length=48-10-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,280/383 759/0 0/0 B1,3-1/2" 6,001 /0 2,267/0 0/0 B2,3-1/2" 5,456/0 4,804/0 4,587/0 B3,3-1/2" 4,697/0 1,09910 0/0 B4,3-1/2" 4,665/0 1,031 /0 0/0 B5,4" 11,392/0 2,397/0 5,117/0 B6,3-1/2" 6,853/0 2,745/0 0/0 B7, 3-1/2" 2,694/286 998/0 0/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 J02 plf Unf. Lin. (lb/ft) L 00-00-00 11-03-00 890 347 n/a 2 RB01 Conc. Pt. (Ibs) L 11-03-00 11-03-00 3,167 4,587 n/a 3 Floor Unf.Area(lb/ft^2) L 11-03-00 34-02-00 40 10 13-00-00 4 FB02 Conc. Pt. (Ibs) L 34-02-00 34-02-00 5,882 783 5,117 n/a 5 J03 Unf. Lin. (lb/ft) L 34-02-00 48-10-00 781 311 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 5,342 ft-Ibs 25.5% 100% 2 45-06-03 Completeness and accuracy of input must Neg. Moment -6,748 ft-Ibs 32.2% 100% 9 41-04-00 be verified by anyone who would rely on End Shear 2,482 Ibs 26.2% 100% 2 42-03-04 output as evidence of suitability for Cont. Shear 3,914 Ibs 41.3% 100% 9 42-03-04 particular application.Output here based Total Load Defl. U999 0.061" n/a n/a 2 45-02-11 on building code-accepted design ( ) properties and analysis methods. Live Load Defl. U999(0.048") n/a n/a 41 45-01-13 Installation of BOISE engineered wood Total Neg. Defl. U999(-0.021") n/a n/a 3 30-07-11 products must be in accordance with Max Defl. 0.061" n/a n/a 2 45-02-11 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 10 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST@,BC RIM BOARDTM,BCI@, BO Post 3-1/2"x 5-1/4" 3,039 Ibs n/a 22% Unspecified BOISE GLULAMT"',SIMPLE FRAMING B1 Post 3-1/2"x 5-1/4" 8,268 Ibs n/a 60% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Post 3-1/2"x 5-1/4" 12,337 ibs n/a 89.5% Unspecified PLUS@,VERSA-RIM@, B3 Post 3-1/2"x 5-1/4" 5,796 Ibs n/a 42.1/o Unspecified VERSA-STRAND@,VERSA-STUD@ are o P trademarks of Boise Cascade Wood B4 Post 3-1/2"x 5-1/4" 5,696 lbs n/a 41.3% Unspecified Products L.L.C. B5 Post 4"x 5-1/4" 14,779 ibs n/a 93.8% Unspecified B6 Post 3-1/2"x 5-1/4" 9,598 ibs n/a 69.6% Unspecified B7 Post 3-1/2"x 5-1/4" 3,692 ibs n/a 26.8% Unspecified Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com i Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1304 Dry 17 spans I No cantilevers 1 0/12 slope Wednesday, September 18, 2013 BC CALC@ Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description:Designs\FB04 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum (L/240)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum (L/360) Live load deflection criteria. be verified by anyone who would rely on output as evidence of suitability for Design meets arbitrary(1")Maximum total load deflection criteria. particular application.Output here based Calculations assume Member is Fully Braced. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood products must be in accordance with Fastener Manufacturer: Simpson Strong-Tile, Inc. current Installation Guide and applicable building codes.To obtain Installation Guide Connection Diagram or ask questions,please call �►I b d (800)232-0788 before installation. a BC CALC@,BC FRAMER@,AJS-, ALLJOIST®,BC RIM BOARD T"" BCI@, BOISE GLULAM*rm,SIMPLE FRAMING c SYSTEM@,VERSA-LAM@,VERSA-RIM • • • PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood e Products L.L.C. a minimum= 1-1/2"c=6-1/2" b minimum=4" d= 12" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install screws from both sides, staggering screws by half of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com i I �BoiseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\171305 Dry 14 spans i No cantilevers i 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB05 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: 3 i 4 sl I I 3 OF I , , � �P x tlq 06-02-00 06-06-00 06-06-00 06-02-00 BO B1 B2 B3 B4 Total Horizontal Product Length=25-04-00 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 1,456/314 641 /0 449/0 B1,3-1/2" 4,457/0 3,134/0 2,193/0 B2,3-1/2" 5,726/0 3,991 /0 2,948/0 B3,3-1/2" 3,659/0 500/0 0/421 B4,3-1/2" 1,470/191 421 /0 78/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 10-10-02 40 10 12-06-00 2 FB02 Conc. Pt. (Ibs) L 10-08-06 10-08-06 799 304 218 n/a 3 FB03 Conc. Pt. (Ibs) L 11-00-04 11-00-04 1,643 2,932 2,692 n/a 4 wall Unf. Lin. (lb/ft) L 00-00-00 11-02-00 0 80 n/a 5 Roof Unf.Area(lb/ft^2) L 00-00-00 11-03-00 15 30 06-06-00 6 J03 plf Unf. Lin. (lb/ft) L 10-10-02 25-04-00 485 120 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 7,004 ft-Ibs 29.1% 115% 18 10-08-10 Completeness and accuracy of input must Neg. Moment -5,751 ft-Ibs 27.5% 100% 5 12-08-00 be verified by anyone who would rely on End Shear 1,222 Ibs 12.9% 100% 3 20-01-04 output as evidence of suitability for Cont. Shear 7,459 Ibs 68.4% 115% 20 11-08-12 particular application.Output here based Total Load Defl. U999 0.052" n/a n/a 18 09-09-11 on building code-accepted design ( ) properties and analysis methods. Live Load Defl. U999(0.033") n/a n/a 45 09-08-14 Installation of BOISE engineered wood Total Neg. Defl. U999(-0.026") n/a n/a 18 15-03-03 products must be in accordance with Max Defl. 0.052" n/a n/a 18 09-09-11 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 8.2 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD TM,BCI®, BO Post 3-1/2"x 5-1/4" 2,097 Ibs n/a 15.2% Unspecified BOISE GLULAMTM'SIMPLE FRAMING B1 Post 3-1/2"x 5-1/4" 8,122 Ibs n/a 58.9% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 3-1/2"x 5-1/4" 10,496 Ibs n/a 76.2% Unspecified PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are B3 Post 3-1/2"x 5-1/4" 4,159 Ibs n/a 30.2% Unspecified trademarks of Boise Cascade Wood B4 Post 3-1/2"x 5-1/4" 1,891 Ibs n/a 13.7% Unspecified Products L.L.C. I Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®Boise cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1305 Dry 14 spans I No cantilevers 1 0/12 slope Wednesday, September 18, 2013 BC CALCO Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\FB05 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum(L/240)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum(L/360)Live load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1")Maximum total load deflection criteria. output as evidence of suitability for particular application.Output here based Calculations assume Member is Fully Braced. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood products must be in accordance with Fastener Manufacturer: Simpson Strong-Tie, Inc. current Installation Guide and applicable building codes.To obtain Installation Guide Connection Diagram or ask questions,please call �►1 b d (800)232-0788 before installation. a BC CALCO,BC FRAMER®,AJS-, a ALLJOIST®,BC RIM BOARDTM BCI@, • BOISE GLULAMTM^,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM • • • PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Cascade Wood e Products L.L.C. a minimum= 1-1/2"c=6-1/2" b minimum=4" d= 12" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install screws from both sides,staggering screws by half of the spacing to avoid splitting. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com I — Boise Cascade Single 9 1/2 AJS® 140 Joist\J01 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALCO Design Report-US 16 OCS Non-Repetitive Glued&nailed construction 9 P I P I Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\JO1 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable , Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1144 Misc: n , a�m BO 12-10-04 B1 12-10-04 B2 Total Horizontal Product Length=25-08-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 306/41 66/0 B1,3-1/2" 840/0 210/0 B2,2-1/2" 306/41 66/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 25-08-08 40 10 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 987 ft-Ibs 40.3% 100% 2 05-07-00 Completeness and accuracy of input must Neg. Moment -1,288 ft-Ibs 52.6% 100% 1 12-10-04 be verified by anyone who would rely on End Reaction 373 Ibs 35.1% 100% 2 00-00-00 output as evidence of suitability for Int. Reaction 1,050 Ibs 44.7% 100% 1 12-10-04 particular application.Output here based on building code-accepted design End Shear 359 Ibs 30.9% 100% 2 00-02-08 properties and analysis methods. Cont. Shear 515 Ibs 44.4% 100% 1 12-08-08 Installation of BOISE engineered wood Total Load Defl. U1,131 (0.135") 21.2% n/a 2 06-01-12 Products must be in accordance with Live Load Defl. U999(0.115") n/a n/a 5 06-02-10 current Installation Guide and applicable building codes.To obtain Installation Guide Total Neg. Defl. U999(-0.024") n/a n/a 3 08-10-11 or ask questions,please call Max Defl. 0.135" 13.5% n/a 2 06-01-12 (800)232-0788 before installation. Span/Depth 16.1 n/a n/a 0 00-00-00 BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD TM,BCIO, %Allow %Allow BOISE GLULAMT"',SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM@,VERSA-LAM@,VERSA-RIM BO Wall/Plate 2-1/2"x 2-1/2" 373 Ibs n/a 35.1% Unspecified PLUS@,VERSA-RIM@, 61 Beam 3-1/2'x 2-1/2" 1,050 Ibs 16.0/0 44.7 Versa-Lam 1.7 VERSA-STRAND@,VERSA-STUD@ are 0 0/o trademarks of Boise Cascade Wood B2 Wall/Plate 2-1/2"x 2-1/2" 373 lbs n/a 35.1% Unspecified Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480)Live Iload deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 PDF created with pdfFactory trial version www.pdffactory.corn ®Boise Cascade Single 9-1/2" AJS® 140 Joist\J02 Dry 12 spans I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US 16 OCS I Non-Repetitive I Glued&nailed construction Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\J02 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1144 Misc: 3 2 I I I I i 1 1 1 I I 12-10-04 12-10-04 BO B1 B2 Total Horizontal Product Length=25-08-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 306/44 64/0 B1, 3-1/2" 1,186/0 463/0 B2,2-1/2" 311 /41 70/0 t Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 25-08-08 40 10 16 2 wall Conc. Lin. (lb/ft) L 13-02-00 13-02-00 0 60 16 3 attic Conc. Lin. (lb/ft) L 13-02-00 13-02-00 260 130 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 1,031 ft-Ibs 42.1% 100% 3 19-11-15 Completeness and accuracy of input must Neg. Moment -1,374 ft-Ibs 56.1% 100% 1 12-10-04 be verified by anyone who would rely on End Reaction 380 Ibs 35.8% 100% 3 25-08-08 output as evidence of suitability for Int. Reaction 1,649 Ibs 70.2% 100% 1 12-10-04 particular application.Output here based on building code-accepted design End Shear 367 Ibs 31.6% 100% 3 25-06-00 properties and analysis methods. Cont. Shear 1,107 Ibs 95.5% 100% 1 13-00-00 Installation of BOISE engineered wood Total Load Defl. U1,061 (0.144") 22.6% n/a 3 19-05-14 products must be in accordance with Live Load Defl. U999 0. " n/a n/a 6 19- 5-04 current Installation Guide and applicable 121 / 0 ( ) building codes.To obtain Installation Guide Total Neg. Defl. U999(-0.03") n/a n/a 3 08-07-15 or ask questions,please call Max Defl. 0.144" 14.4% n/a 3 19-05-14 (800)232-0788 before installation. Span/Depth 16.1 n/a n/a 0 00-00-00 BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, %Allow %Allow BOISE GLULAMTM'SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO Wall/Plate 2-1/2"x 2-1/2" 370 Ibs n/a 34.8% Unspecified PLUS®,VERSA-RIM®, B1 Beam 3-1/2"x 2-1/2" 1,649Ibs 25.1/° 0. /o Versa-Lam 72 VL 17 VERSA-STRANDVERSA-STUD are o o trademarks of Boissee Cascade Wood B2 Wall/Plate 2-1/2"x 2-1/2" 380 Ibs n/a 35.8% Unspecified Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 PDF created with pdfFactory trial version www.pdffactory.com I ®Boise cascade Single 9-1/2" AJS® 140 Joist1J03 Dry 13 spans I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALCO Design Report-US 16 OCS I Non-Repetitive I Glued&nailed construction Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\J03 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1144 Misc: 3 2 c BO 10-10-14 12-09-00 06-01-14 B1 B2 63 Total Horizontal Product Length=29-09-12 Reaction Summary(Down I Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO,2-1/2" 263/50 48/0 B1,3-1/2" 1,041 /0 415/0 B2,3-1/2" 646/0 161 /0 B3,2-1/2" 172/100 14/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 29-09-12 40 10 16 2 wall Conc. Lin. (lb/ft) L 11-08-14 11-08-14 0 60 16 3 Attic Conc. Lin. (lb/ft) L 11-08-14 11-08-14 240 120 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 801 ft-Ibs 32.7% 100% 3 16-09-04 Completeness and accuracy of input must Neg. Moment -1,177 ft-Ibs 48.1% 100% 4 10-10-14 be verified by anyone who would rely on End Reaction 311 Ibs 29.3% 100% 2 00-00-00 output as evidence of suitability for Int. Reaction 1,456 Ibs 62% 100% 4 10-10-14 particular application.Output here based on building code-accepted design End Shear 297 Ibs 25.6% 100% 2 00-02-08 properties and analysis methods. Cont. Shear 978 Ibs 84.4% 100% 4 11-00-10 Installation of BOISE engineered wood Uplift -2 Ibs n/a 100% 3 00-00-00 products must be in accordance with Uplift -86 Ibs n/a 100% 3 29-09-12 current Installation Guide and applicable building codes.To obtain Installation Guide Total Load Defl. U999(0.114") n/a n/a 3 16-11-05 or ask questions,please call Live Load Defl. U999(0.092") n/a n/a 8 16-11-13 (800)232-0788 before installation. Total Neg, Defl. U999(-0.025") n/a n/a 3 07-00-06 BC CALCO,BC FRAMER@,AJSTM, Max Defl. 0.114" n/a n/a 3 16-11-05 ALLJOIST@,BC RIM BOARD T.,BCI@, Span/Depth 16.1 n/a n/a 0 00-00-00 BOISE GLULAMM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM %Allow %Allow PLUS@,VERSA-RIM@, Bearing Supports Dim.(L x W) Value Support Member Material VERSA-STRAND@,VERSA-STUD are trademarks of Boise Cascade Wood BO Wall/Plate 2-1/2"x 2-1/2" 311 Ibs n/a 29.3% Unspecified Products L.L.C. B1 Beam 3-1/2"x 2-1/2" 1,456 Ibs 22.2% 62% Versa-Lam 1.7 B2 Beam 3-1/2"x 2-1/2" 807 Ibs 12.3% 34.3% Versa-Lam 1.7 B3 Wall/Plate 2-1/2"x 2-1/2" 186 Ibs n/a 17.5% Unspecified Cautions Uplift of-86 Ibs found at span 3-Right. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ®Boisecascade Single 9-1/2" AJS® 140 JoistW03 Dry 13 spans I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US 16 OCS I Non-Repetitive I Glued&nailed construction Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\J03 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1144 Misc: Notes Disclosure Design meets Code minimum(L/240)Total load deflection criteria Completeness and accuracy of input must Design meets User specified(L/480) Live load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Maximum total(load deflection criteria. output as evidence of suitability for particular application.Output here based Calculations assume Member is Fully Braced. on building code-accepted design Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. properties and analysis methods. Design based on Dry Service Condition. Installation of BOISE engineered wood Deflections less than 1/8"were ignored in the results. products must be in accordance withcurrent Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSM ALLJOIST@,BC RIM BOARDTM,BCI@, BOISE GLULAMT"',SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com i ®Boise Cascade ' ' Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 Dry 11 span i No cantilevers i 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\RB01 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable , Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: 12 i l l I TT� -- - 23-06-04 BO B1 Total Horizontal Product Length=23-06-04 Reaction Summary(Down/Uplift) t Ibs Bearing Live Dead Snow Wind Roof Live BO,5-1/4" 3,167/0 4,587/0 B1,5-1/4" 3,167/0 4,587/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref, Start End 100% 90% 115% 160% 125% 1 ceiling Unf.Area(lb/ft"2) L 00-00-00 23-06-04 10 0 05-00-00 2 Roof Unf.Area(lb/ft^2) L 00-00-00 23-06-04 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 42,733 ft-Ibs 46.2% 115% 4 11-09-02 Completeness and accuracy of input must End Shear 6,147 Ibs 33.5% 115% 4 02-05-04 be verified by anyone who would rely on Total Load Defl. U552(0.495") 32.6% n/a 4 11-09-02 output as evidence of suitability for Live Load Defl. U934 . . n/a 5 11-09-02 on bull application.Output here based 0293" ( ) 257% / on building code-accepted design Max Defl. 0.495" 49.5% n/a 4 11-09-02 properties and analysis methods. Span/Depth 11.4 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 5-1/4"x 3-1/2" 7,754 Ibs 14.1% 56.3% Versa-Lam 1.7 (800)232-0788 before installation. B1 Post 5-1/4"x 3-1/2" 7,754 Ibs 14.1% 56.3% Versa-Lam 1.7 BC CALC®,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTm,SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM®,VERSA-LAM®,VERSA RIM p ( ) g p g y PLUS®,VERSA-RIM®, will not occur. VERSA-STRAND®,VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com I ®Boise Cascade ' Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 11 span I No cantilevers 1 0/12 slope Wednesday, September 18,2013 BC CALC®Design Report-US Build 2565 File Name: Hoothay Calc Job Name: Hoothay Residence Description: Designs\RB01 Address: 105 Brentwood Lane Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Reef Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►{ b d— Completeness and accuracy of input must �— be verified by anyone who would rely on a output as evidence of suitability for o particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with a current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2"c= 10-1/2" (800)232-0788 before installation. b minimum=4" d= 12" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCIO, Install Screws with screw heads in the loaded ply. BOISE GLULAMT^^ SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: SDS 1/4 x 3-1/2 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com AWC Guide to Wood Construction in High Wind Areas:110 inph Wind Zone 1 Massachusetts CheckUst for Compliance(780 CMR 5301.2.1.1)1 e-W51,AP, f Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust).................................................................. .................................................110 mph WindExposure Category.......................:...........:.............................. .............................................................B 1.2 APPLICABILITY / Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) / stories -<2 stories Roof Pitch ..................................(Fig 2) ........................................... 2,'2 - 1<:12 �- Mean Roof Height ..........................(Fig 2).................................................2�ft ft -33 ................................... ft <80 BuildingWidth,W...............................................................(Fig 3)......,......................................... �. Building Length,L ..............................................................(Fig 4).................................................I,x s 80 -� Building Aspect Ratio(LM/) ....... ........ (Fig 3) ........................................ s 618" ✓ .... ................... ......... Nominal Height of Tallest Opening2 ...................................(Fig 4)........ � 1.3 FRAMING CONNECTIONS g ( )................................................................ General compliance with framing connections.................... Table 2 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...............:.............................................................................................................. Concrete Masonry................... -LA 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing-general .......... ...............................(Table 4)............................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5)......................................... in.s 6"-121, Bolt Embedment-concrete.........................................(Fig 5)................................................._I in.>t 7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" +J A Plate Washer ......................(Fig 5)...............................................>:3"x 3"x'YV 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. v ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... g2 ft <_d FloorBracing at Endwalls...................................................(Fig 9).................................................................... ✓ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................?1Y..0�'... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).................... L in.. Floor Sheathing Fastening.........:.......................................(Table 2).. f d nails at Co in edge/I Sin field 4.1 WALLS Wall Height Loadbearing walls..........................:.............................(Fig 10 and Table 5)............................ff_;'ft s 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................J G in.s 24"o.c. Wall Story Offsets . ........................................................(Figs 7&8).............................................�Qft 5 d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearingyalls...:................................................... (Table 5)..............................2x�-�ft v in. Non-Loadbearing Gable End Wall walls................................................(Table 5)..............................2x� 0-_ ft d in. Bracing' Full Height Endwall Studs........................................:..:(Fig 10)....:..................................................ft>_W/3 WSPAttic Floor Length............................................... (Fig 11)............................................. T Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>:0.9 dtA and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Platte Splice Length ..................................................... (Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................Iq Il - M AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone 4' # Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 - Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)......................................................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft 0 in.5 11' ✓ Sill Plate Spans ........................................................ Table 9 ... ft d in.511' p ( )............................... - Full Height Studs (no.of studs)...................................(Table 9)........................................................3 _V_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. Vft 0 in.:5 12' Sill Plate Spans...........................................................(Table 9).................:................—ft min.<12" ✓ Full Height Studs(no.of studs)....................................(Table 9)........................................................ Z ✓- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building Dimension,W Nominal Height of Tallest OpeningZ '� Sheathing Type..............................................(note 4)................... ................................ . Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................._0 in. ✓ Field Nail Spacing..........................................(Table 10)................................................. L&in ✓ Shear Connection (no.of 16d common nails)(Table 10)............................ i.. .. CT / Percent Full-Height Sheathing.:.....................(Table 10).Z %.. 5%Additional Sheathing for Wall with Opening>6'8"(Design oncepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ �8 5 6'8" ...................................................................... SheathingType..............................................(note 4)...................................................5! Edge Nail Spacing........................................ (Table 11 or note 4 if less)........................ 4, in. Field Nail Spacing .......................... Table 11 ............. 1 '2- in. ✓ Shear Connection (no.of 16d common nails)(Table 11)........�. ................ .. ..........3 Fl g g...............:.......(Table 1 :. .. � Percent Full-Height Sheathing 5%Additional Sheathing for Wall with Opening>6'8"(Design C ncepts)..................... Wall Cladding Ratedfor Wind Speed?..................................................................................... 5.1 ROOFS Roof RooffOverhang'ng ember spans checked?....:..::.....:...:.(For Rafters� use AWC Spar�ft_<Tool, maller oB2'o RS�/3 site) (Figure ) Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U- plf _22 Lateral....................................'.........(Table 12).............................................L= 132 plf Shear...............................................(Table 12)............................................S=_ A plf ✓ Ridge Strap Connections,if collar ties not used per page 21... (Table 13)................................T= plf Gable Rake Outlooker......................................... (Figure 20).............. Oft:5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift .....................................(Table 14)..............I.............................U= lb. � Lateral no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)...Pk ... Roof Sheathing Thickness........................................... ..............................................�in.>_7/16"WSP Roof Sheathing Fastening ...........................................(Table 2)................................ ........5 R.......4& Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 8110SS P6260 100062 12-30--1 S98 a 03 a 1 S QUITCLAIM DEED WE, JOHN V. FEIN and GERTRUDE F. FEIN as Trustees of The Fein 1993 Real Estate Trust u/d/t dated November 21, 1995 and recorded at the Barnstable County Registry of Deeds in Book 4 9983,Page 246,both of 27 Fresh River Lane,Falmouth,Massachusetts 02540 -� in consideration of$73,500.00 tgrant to Frances Hoothey of 197 Kent Street, Apt. 15,Brookline,Massachusetts, 02145 with Quitclaim Covenants, y the land in Barnstable, Barnstable County,Massachusetts a► A Lot 7 as shown on plan entitled, "Mary Dunn Village, Subdivision plan of Land in Barnstable, (Cummaquid), Mass."dated December 30, 1986 and recorded with Barnstable County Registry of Deed in Plan Book 430,Page 60. 4 rt The above-described premises are conveyed subject to and with the benefit of all rights,rights of way, easements, reservations and restrictions of record, if any there be and insofar as the same are of legal force and effect. a o We hereby certify under the pains and penalties of perjury that we are the duly appointed trustees 0 of this trust;that the aforesaid trust is in existence;that we have the authority to transfer the real property described in this deed; that there are no unrecorded trust amendments; and that the trust 4) has not been altered, amended, or revoked. o� For our title see deed recorded at the Barnstable County Registry of Deeds in Book 9983,Page 254. 0 Witness our hands and seals this 23rd day of December, 1998. V C J V. Fein, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss December 23, 1998 Then personally appeared the above-named John V. Fein, Trustee and acknowledged the foregoing to be his free act and deed, before me. 1 8113bS P0281 100062 Q� �Ilr 7 r S.Esmel,NOTARY PUBLIC My 6numission expires: 11/03/2000 ION Gertrude F. Fein,Trustee COMMONWEALTH OF MASSACHUSETTS f o '''� . Barnstable, ss December 23,-1998 ,,';,�..•�''�� Then personally appeared the above-named Gertrude F.Fein, Trustee and acknowledged the foregoing to be her free act and deed, before me. Je4er S. Esme,NOTARY PUBLIC M mmission expires: H/03/2000 :.' • �. o GEEGI�L�, COUNTY v+w J •;i BAR REGISTRY OF DEEDS 12/30/98 COUNTY EXCISE TAX •..•''` 12/30/98 M isili TAX 251.37 TAX 167.58 CNC1( 251.37 TOTAL- 167.58 CHECK 167.58 7270A000 15915 EXCISE TAX 0072 #01 quit 15113 COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE REGISTER' BARNSTABLE REGISTRY OF DEEDS 2 DEL ER'-COENA yT m Barnstable, Massachusetts: The undersigned, being an authorized agent of the Planning Board of Barnstable, Massachusetts, hereby certifies that the following lots owned by John V. and Gertrude Fein securing the Covenant dated March 19 87 District Deeds, Book 5614 page 257 and recorded in Barnstable (or registered on Certificate of Title No. , Document# ) , and shown on a plan entitled" Subdivision Plan of Mary Dunn Village. for Charles F. Stanley and recorded with said Deeds, Plan Book 430 page 60 (or registered in said Land Registry District, L. C.. #. ) , are hereby released from the restrictions as to sale and building specified in said Covenant. Said lots are designated on said plan as follows: Lots #2 , #3 , #4 , #6, and#7 SUBDIVISION# 54_4B ' Authorized Agent 4Dougl Bill, Chairman Planning Board of the Town of Barnstable COMMONWEALTH OF MASSACHUSETTS Barnstable, Massachusetts, ss 19 9/e� Then personally appeared s �� •� � �� ' �-� an authorized agent of the Planning Board of the. Town of Barnstable, Massachusetts and acknowledged the foregoing instrument to be the free act and deed of said Planning Board, before me. NOTARY PUBLIC After recording, return to: My commission expires: Town of Barnstable Planning Board Town Hall 367 Main Street Hyannis, Ma. 02601 i Form G. Rev. 3/30/88 PRIv. ��6 cos N•w�y —E LOCUS MAP SCALE 1°=2000' W I OAKMONT ROAD 50'WIDE ZONE RF-I I I MINIMUM WIDTH=125 FT. / MINIMUM AREA=43,560 SO.FT. O MAP 333 PARCEL 3 AREA OF LOTS=312,656 SQ.FT.OR 7.178 ACRES AREA OF ROAD= 27,291 SQ.FT.OR 0.626 ACRES LOT 22 LOT 21 I I LOT 19 LOT 20 TOTAL AREA = 339,947 SQ.FT.OR 7.804 ACRES i i I , OWNER- CHARLES F.STANLEY / OAKMONT ROAD CUMMAQUID,MA.02637 DRIVE CB(FND) ;�\\ " I S 77-02-1 I"E /I ALTHEA lao.00 �, 480.03 PRIV. \ \„LOT 23 190.00 ` i c`rp ,m 150.03 C8(FND) I N N \ I \ Q 2 3 ' LOT 24 N 44,219°' N 43,7120' N 4 00 LOT 25 I \ p 4 v 44,4880 K LOT 26 \ m I Op l 00 (FND) �6S>/4.'� �g0 po00'A,(�E 03 Ig .� m A=40.00-r1,�, to y-' BARNSTABLE FIRE DISTRICT 111% ad T=34.50 .o PHINNEY'S LANE n0i R=61.02 o BARNSTABLE,MASS. 02630 LOT 33 I LOT 34 LOT 35 W ' A=62.80 v 4 v I o 44,6730'S w~ M n 5 0 �2 1 N 52T�28 lb 43,56680'o On 4)0 R 3 P CIy ' CANE 50'WIDE S 81°01'0011E R' hOO hO0 S3?o n ry N 81°01'00"W _ R`22;v ij,Ss, ti I CERTIFY THAT THIS PLAN WAS MADE 22 ' ` A=85. �,r�2o •p99v� IN ACCORDANCE WITH THE BARNSTABLE c a I I 3q.78 v3, PLANNING BOARD INSTRUCTIONS AND ¢ p9• THAT THE PERMANENT POINTS SHOWN m Ia I P ON THE PLAT ARE IN EXISTENCE ON x THE GROUND. i a i LOT 37 LOT 36 0) ^3 v 6 DECEMBER 30,1986 7 a 0 48,393°" 00 1 43,6030' 10 o N h 4 REG.LAND SURVEYOR _ TOWNOF ( y BARN. ' DATE APPROVEDD...'/? 7..... 158.00 _ 109.33_:.' DATE SIGNED:!!G/47......... N 81°01'00"W 267.33 STATE HIGHWAY ROUTE 6 u—�� — g^ — VARIABLE WIDTH p y.-7 CB\C�AIRRNSSTAABBLLLE PLANNING BOARD mmmm��nn®o✓ �a,n, n/ �o lC AppeA♦trbpobw�lltr. ii IWOAa� U DU 1Y/tl IVQLLAG II �r��1bb=mw I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF SUBDIVISION PLAN OF LAND IN BARNSTABLE,(CUMMAQUID) MASS. THE REGISTER OF DEEDS. FOR DECEMBER 30, 1986 .' " CHARLES F. STANLEY REG.LAND SURVEYOR DECEMBER 30,1986 100 50 0 100 SCALE IN FEET I"=100' tIODIPICATICN EOWARD E. KELLEY REG. LAND SURVEYOR - SEr book 708'y etowK A CUMMAQUID,MASS. -" 1,40WPW0w*0W.. , CLERK OF THE TOWN of Af'-Le Oa r/ BARNSTABLE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS eonF RECEIVED DURING THE TWENTY DAYS NEXT AFTER ELi._Y SUCH RECEIPT AND RECORDING OF SAID NOTICE.DATE BARNSTABLE TOWN CLERK i OWNER OF RECORD BENCHMARK 1 : 1 CERTIFY THAT THE, EXISTING FOUNDATION FRANCES HOOTHAY Top of Concrete Bound BRENTVWOOD EL=50.3-±- (Assumed datum) LANE SHOWN HEREON IS LOCATED AS IT Deed Book: Book 195G Page 280 (50' WID EXISTS ON THE GROUND. E - PRIVATE WAY Plan Book: Book 430 Page GO 34. ) Assessors Map 333, Parcel 007 7g DATE OF R225.00' JOHN N L65.22' o S P.L. . h +1 NO.46733 N O .e cYi � lgNo SURVEy�� v 205` G3.7` NEW CONRETE FOUNDATION e4 4" TOF EL=Go.0± GO.'5" N i BENCHMARK 2: Top of Survey Stake EL=G5.1 ± (Assumed datum) O V- C +� LOT 7 X Z — Z - r 3 F pe Cq Area=43,GO2 SF-{- AS-BUILT PLOT PLAN SHOWING FOUNDATION AT 105 DKENTWOOD LANE, DAKN5TADLE, MA PREPARED FOR REEF - CAPE COD'S HOME BUILDER HOOTHAY REST DENCE 58 0� 0 40 80 120 STATE H I h. . . �\/ p\O� 1 SCALE I 40 DECEMBER 23, 2013 h VI/ T(VARIABLE WIDTH) E G G:\AAJob\Reef\G7G9 105Brentwood\dwgG7G9fndasbuilt.dwg Drawn by: MTF JMO- G7G9 j. J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 l GENERAL NOTES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATION5: 1 cuMMAO MA A.)NEITHER DRIVEWAY5 NOR PARNNG AREAS ARE ALLOWED OVER 5EPDC SYSTEM TE5T HOLE 1:EL-- 5FWAGE DE51G FLOW: MA UNL55 H-20 COMPONENT$ARE USED. DEPTH FROM 501L 501L 501E SOIL OTHER 44ZT=nTDt �T@ i 10 GPD=440 GPD SURFACE MORIZON iE%iURE COLOR MOTTLING LEACHING CAPACITY REQUIRED: 5.)THE DESIGNER WILL NOT BE W5PON51BLE FOR THE 5Y5TfM A5 DE5IGNED UN- (INCHES) NE.N lMUuSEW 4 BED. M (MAX,)-I 1 PD=440 GPD REOUIRED ( ALTHEA LANE LF55 CONSTRUCTED A5 SHOWN.ANY CHANGES SNALL BE APPROVED IN WRHING. I 1 NON 5EPTIC TANK CAPACTTY-REQUIRED: C.)CONTRACTOR SHALL BE RE5PONSIBLE FOR VERIFYING THE LOCATION Of AIL I OYR NONE DAILY FLOW=44 PD® =8B0 GAL.REQUIRED UNDERGROUND AND OVERHEAD UTIUTIF5 PRIOR TO COMMENCEMENT OF WORK. I NONE 1 pyT( Ip1R NONE 5EFDC LANK CAPACITY PROVIDED: CONSTRUCTION NOTES: 5 GCAPSEPT.AVIDED:NK WIN.ALLaWEO, TEsi HOLE 2:EL-e LEACHING CAPAQItt PROVIDED: U 5% 2. '% L CHING CHAMBER CAN LEACH: DEPTH FROM SOIL 501E 501E SOLI OTHER Vt-[(33.5 X 12.83)+(33.5 X 2.072+(12.53 X 2.0)21 X 0.74 GP05P-455.O GPD BRENTW000 LANE .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING 455 GPD>440 GPD REQUIRED [� T TITLE 5,AND THE REOUIREMENT5 OF THE LOCAL BOARD OF HEALTH. (INCnG51 !USDA) (MUNSEW BENCHMARK: B REN 1 W /� NOTE:A GARBAGE D15PO5AL 15 NOT PERMITTED WITH TH15 De51GN. OOD LANE (�CL/'S 2.)5EPTIC TANK(5).GREASE TRAP(5).D051NG CHAMBER(5)AND D15TRIBUTION OYR 101R NONE INSTALL: Tap of Concrete Bound BO%(ES)SHALL BE 5ET ON A LEVEL 5TA5LE BA5e WHICH HA5 BEEN MECHANICALLY I o1 NONE n77T)-1500 GALLON 5EPTIC TANK 1� EL=50.3s(AssumW datum) COMPACTED,OR ON A G INCH CRUSHED 5TONE BASE. OYR NONE ONE(1)-3 OUTLET DI5TRIBUTION BOX(n-20 Rated) 1 - 50'PRIVATE WAY OYR NONE THREE(3)-500 GALLON LEACH CHAMBERS WITH 4'OP 5TONe ALL AROUND p 3.)5EPTIC TANN5)5HALL MEET ASTM STANDARD C 1 127-93 AND 5HALL HAVE 1 ) 50 AT LEAST THREE 20'DIAMETER MANHOLES.THE MINIMUM DEPTH FROM THE BOT- E �' NOT TO SCALE TOM OF THE 5EPTIC TANK TO THE PLOW LINE 5HALL BE 46. DATE OP TESTING: /06 EOP {Pavement A THAN 2 MI INCH IN'C'IATFRS. Edge o E d WITINE 5ED B:RATE;Less w CENTERLINE OF W LINE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. OT WATER ENCOUN EKED O'REILLY 4 f550C1ATE5,INC. O w Ya 4 EUP E '"'J ,O PLAN BOOK 430 PAGE 60 A5 5CII EDULE 40 PVC INLET AND OUTLET TEE5 5HALL EXTEND A MINIMUM OF 1 ABOVE THE FLOW LINE OF THE 5EPTIC TANK AND SHALL DE INSTALLED ON THE I E „ v AGENT, HEALTH DEPARTMENT t 11/III�reoP / _ DEED BOOK 956 PAGE2b0 5.)RAISE COVER5 OF THE 5EPTIC TANK AND DISTRIBUTION BOX WITH PRECAST U5E A LOADING RATE OF 0,74 GPQ/5F FOR SIZING OF 501L AB5ORPTION SYSTEM. X1. 4� 34.75. . / .R 2 - _ /' p A55E550R5'MAP 333 PARCEL 007 CONCRETE WATER TIGHT R15ER5 OVER INLET AND OUTLET TEE5 TO WITHIN 6'OF O FINISH GRADE.OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. .22 __ V 6.)PIPING 5HALL CONSIST OP 4-SCHEDULE 40 PVC OR EQUIVALENT.PIPE 5HALL I �% 'xL sfl% i LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 1 EXISTING CONTOUR F \ 4%7 UGliry Clvxer\ 7.)D15T. DUTION UNE5 FOR SOIL AB50RPi10N 5Y5TEM(A5 REQUIRED)5HALL BE �y2 37 4-DIAMETER SCHEDULE 40 PVC LAID AT 0005 FVFT.LINE 51ALL BE CAPPED y0 52 32 PROPOSED CONTOUR AT END OR AS NOTED. n x'a'31 EXISTING SPOT GRADE 5.)OUTLET PIPES FROM 015MB-ON BOX 5HAL1 REMAIN LEVEL FOR AT LEAST \ 5� Z4r5 PROPOSED SPOT GRADE 2'BEFORE PITCHING i0 SOIL ABSORPTION SYSTEM.WATERTE5T DI5TRIBUTION i "�--+ •,\ -W- WATER SERVICE LINE BOX To A55URE EVEN DISTRIBUTION. & +% \ �4 �,me \� / -o- OVERHEAD UTILITY SERVICE 9.)DI5TRIBUTION BOX 5HALL HAVE A MINIMUM SUMP OF 6-MEA5URF0 BELOW 47 R �@ -D- UNDERGROUND UTILITY 5ERVICE THE Ou INVERT. 1\ , -G- GAS SERVICE LINE 10.)BASE AGGREGATE FOR THE LEACHING FACILITY 5HALL CON515T OF 3/4-TO I-1/2-DOUBLE WASHED 5TONE FREE OF IRON.FINES AN0 DUST AND 5HALL BE Tl TEST HOLE/BORING LOCATION 1N5TAUED BELOW THE CROWN OF THE DISTRIBUTION UNE TO THE BOTTOM OF THE 4 ` 7 54 ) 1 / ❑m 5T 5EPTIC TANK SOIL ABSORPTON 5Y5TEM.BASE AGGREGATE 5HALL BE COVERED WITH A 2- / / DB D15TRIBUTION BOX LAYER OF MB'TO 1/2'DOUBLE WASNED STONE FREE OF IRON.FINE5 AND DUST. t \\ > / a7� SAS 501E ABSORPTION 5Y5TEM I I.)VENT 501E ABSORPTION 5Y5TEM WHEN 015T.RIBUTION UNE5 EXCEED 50 FEET; 40 �% / f Rcxrvc RESERVED FOR FUTURE WHEN LOCATED EITHER IN"OLE OR IN FART UNDER DRIVEWAYS,PARNNG AREA5, e , ` 4 $466 5a0 54 / / / �" '-�` j TURNING AREA5 OR OTHER IMPERVIOUS MATERIAL:OR-IN PRE55URF D05ED. `1t rB+ UTILITY POLE 12J SOIL ABSORPTION SYSTEM 5HALL BE COVERED WITH A MINIMUM OF 9'OF i -..,� m 5p �/ [ CATCH BA51N CLEAN MEDIUM SAND(PXCLUDING TOP501U. a , / / E b FIRE HYDRANT 13.)FIN15M GRADE 5HALL BE A MAXIMUM OF 36-OVER THE TOP OF ALL 5Y TEM WELL COMPONENT5,INCLUDING THE 5EPTIC TANK,015TNIBUTION BOX,DOSING CHAMBER Il DRAINAGE MANHOLE AN 501L ABSORPTION 5Y5TEM.5EPTIC rANKs SnuL HAVE A M1rv1MUM covER 'I. \ _ 50 __� '^ o / \ Y ■ CONCRETE BOUND,FOUND 14.7 FROM THE DATE OF INSiALW RP TION OF THE SOIL ABSORPTION SYSTEM UNTIL I `~ / / / V / l TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE 501L AB50 - / LIMIT OF WORK RP TION SYSTEM 5HALL BE STAKED AND FLAGGED TO PREVENT THE U5E OF 5UCH O \ 54 \ �'R�P,L x/ R 39.9/ /J~1p _ I PENCE LL AREA FOR A ACTIVITIE5 THAT MIGHT DAMAGE THE 5Y5TEM. �- 56.ti y 57X5 f ffit �_ G 1 EDGE OF CLEARING 15J THE BOARD OF HEALTH 5HALL REQUIRE I145PECTION OF ALL CON R 5TRUCTION � P$]X3 � 5]13 J I 1p BY AN AGENT OP THE BOARD OP HEALTH(OR THE DESIGNER IF TH15 5Y5TEM RE- 60 5B \e7 QUIR5 A VARIANCE)AND MAY R£OUIRE SUCH PER50N TO CERTIFY IN WRITING THAT ALL WORK NA5 BEEN COMPLETED IN ACCORDANCE WITH THE TERM5 OF THE PERMIT AND APPROVED PLANS.48 HOUR5 ADVANCE NOTICE 15 REQU:5ED. A� M] I R IN5PfCTION NOTE: PRIOR TO NNAL INSPECTION BY THE ENGINEER,5YSEM R NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 60 APPROVE SEP 2 5 2013 =o' Town of Barnstable Old Committeeway r a ZONING TABLE j ZONE:(REEIDENTIAL) RF-I FRONT YARD SETBACK 30 FEET - j LOT.7 \ 51DE YARD 5ETBACK5 15 FEET Area=43,602 5Fi REAR YARD SETBACK 15 FEET 51TE COVERAGE NA v O \ BUILDING HEIGHT 30 FEET OR 2.5 5TORIF5(WHICH EVER 15 ILI 64 RECEIVED / 6 xR 6i4 III `� FLOW PROFILE: F \l t NOT TO SCALE --[0}5 ssz GROWTH 24'OIAMEER CONCRETE COVERS FEx 'r ba Ink Ferv� \a `- R� 644 �r 679 1J19-Vv •`�� MANAGEMENT TOP OF FOUNDATION RN5ED TO WITHIN G'OF FIN15H F \ GRADE(OR AS NOTED) '- ,y EL-56.0 (5E1 NOTE 11) F�- p EN ! Proposed EL= Pro oxd EL= Pro sed EL=56.5 N 'S8.0 THIS AREA S SERVED �,�. .. ... .. .. ♦ \, �� I r 62 BY TOWN WATER. Oa Proposed -�'• FE, ErT Jv- - PIT (9'M:n-36'Ma.) .. 1 PLAN ---._ ---__ '�--� EIS Frances Hoothay Ref51acnce 1 2-LAYER OF 111-1l2'STONE _� d.Jim Hagerty,Reel,Cape Cods BuAder,PO Bo.186,West Dennis,MA 02670 4.0 3.B la 14- 3. 3/4--I-1/2.5TONE SCALE 1-20' 3'T 7 I 53 nD 4V ' `JITE105 BENTOOIDLANNE,CUMMAQUD,MASIGN T GAS BAFFLE use 5NOREYPRECrsT F J.M. 01R,EILLY&ASSOCIATES, INC. 500 GALLON LEACH CHAMBERS O.a Longnt Run I WITH 4'or STONE aeOVND FI-feeelonel Englneering h L=d Surveying 8e�Ncee -� O 20 40 60 0 I500 C T OB-3 00' (END CH Il y-EL=0.00 HIGH GROUNDWATER SCALE 1'=20' 1678 Ydn Bdve!-Bonfe ee SEPTIC TANK D-BOX LEACHING CHAMBER O- Ooo.a.o0.a.Do' may- e,o.e�1Tl9 H -o _ EL=0.00 OBSERVED GROUNDWATER 00/00/00 - (eee�BO-eeel OEnoe e.e..ter,rs ePedl (eoe)egeNUMBE Ter DAier SCALE: BY: CHECK JOB NUMBER: G:WA)ob,VREET6769105 BRENTWOODI WV G76951TEPLAN6-14-13.DWG 06/14/13 As Noted ymb JMO JMO-6769 NOTE:33-FROM TOP OF CMAMDER TO BOTTOM H-10 3 FROM TOP OF CHAMBER TO BOTTOM 11-20 -