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0082 COOLIDGE STREET
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q-M k Le4 Map Parcel: Application # 4 Health Division Date Issued Conservation Division "'y Application Fee Planning Dept. Permit Fee / S Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address /Wll Village 69--ty / Owner � F /yl t'��W P Il Address l aaxe- Telephone I/ Permit Request it �� 4Z& j/}ec1VdOAA AeM0 ,1 ��JIi�OeXOfs �Yii,�—av,d Scrod �I6&s: - t161 Vw(��coG�-� Square feet: 1 st floor: existing proposed L 2nd floor: existing 76b proposed Total new qzb Zoning District Flood Plain X Groundwater Overlay BUILDING 11DEP : Project Valuation Construction Typed AUG 25 2017 Lot Size h31�S Grandfathered: ❑Yes ❑ No If yes, attach supportiadocu�i entattioE. 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: Ci Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 0�& Number of Baths: Full: existing Z new Half: existing 6) new Number of Bedrooms: 3 existing Onew Total Room Count (not including baths): existing —�Z new First Floor Room Count Heat Type and Fuel: ❑ Gas gOil ❑ Electric ❑ Other Central Air: ❑Yes X(No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes ,4No 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 4-1 No If yes, site plan review# Current Use s� �� _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name me(L G0-l6b.140<, Telephone Number �Dfi "�2�_7e`l7 Address �3 � �� tkl. License # 65 0/us-3 &3 C Home Improvement Contractor# a 1 Email I-Pr CO/4 �' CHEZOD,/V&-T" Worker's Compensation # 0 ¢off-e ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE b �" �� 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i MAP/PARCEL NO. ' ADDRESS VILLAGE . OWNER =x DATE OF INSPECTION: ` c FOUNDATION FRAME �1�'ilfl •����. `u wJ C, p � Diu _ INSULATION FIREPLACE ' k;. ELECTRICAL: ROUGH FINAL 'ry PLUMBING: ROUGH FINAL ' . GAS: ROUGH_ FINAL , y FINAL BUILDINGFA ly DATE CLOSED OUT, ASSOCIATION PLAN NO. 'w REScheck Software Version 4.6.3 Compliance Certificate Project New Custom Addition Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 82 Coolidge Street Earlene MacDowell Nick Lagadinos Cotuit, MA 02635 Lagadinos Building&Design 13 Thankful Lane Cotuit, MA 02635 508-428-4097 Compliance: Passes using UA trade-off Compliance: 3.9%Better Than Code Maximum UA: 77 Your UA: 74 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 Gross Area Cavity Cont. Perimeter Floor 1: All-Wood joist/Truss:Over Unconditioned Space 427 30.0 0.0 0.033 14 Ceiling 1: Flat Ceiling or Scissor Truss 427 38.0 0.0 0.030 13 Wall 1: Wood Frame, 16"o.c. 530 21.0 0.0 0.057 26 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 60 0.290 17 Door 1: Glass 20 0.180 4 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP keffh 9�esswod 08-22-2017 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 998146 Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field VerifiedC # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.lD 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, !documentation demonstrate ❑Does Not 403.7 (energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ;J ISystems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Bt Manual J or other methods u/ g Cooling: ❑Not Observable hr t B /hr approved by the code official. ;❑Not Applicable , Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 2 of 9 i -Section. # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;.Requirement will be met. (F011]2 protect exposed exterior insulation :❑Does Not .� and extends a minimum of 6 in. below grade. :❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies (FO12]2 installed. ;❑Does Not ;Lu' ;❑Not Observable :.[:]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies7 Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area weighted U U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, :❑Not Observable 402.5 ;❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance []Does Not ;with the NFRC test procedure or ;taken from the default table. []Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. [-]Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built [ Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting []Does Not AAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC [-]Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable j ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ SO R-6 where < 3 inches.Supply and []Not Observable :return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ; .for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55 9F are insulated to>_R- 3. ;❑Not Observable ; ❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not U ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >R-3. :❑Does Not :J UNot Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;.Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' 10Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 4 of 9 i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 5 of 9 i ', Section Plans Verified Field Verified # `Insulation Inspection ' Complies? Comments/Assumptions , & Req.ID . Value Value. p 303 1 All installed insulation is labeled ❑Com lies :Requirement will be met. [IN13]? "t or the installed R-values ❑Does Not provided. ff,,. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood :[--]Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies :Requirement will be met. 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable iframing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous linsulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, I Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'/2 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 ; i requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;.Wall insulation is installed per ❑Complies :Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '2: Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 6 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ;❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 :[]Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every '300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent IE]Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [F13]1 :insulation >_R-value of the :❑Does Not ;adjacent assembly. ❑Not Observable I :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [F117]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ; j❑Not Applicable 403.2.3 :.Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 .cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not •<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable .tests,verification may need to . ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies (FI27]1 :determine air leakage with . ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a f❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler .enclosure if installed at time of . ; . . ;test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. []Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable 1E)Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated []Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat [-]Not Observable , recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- ; side pressure loss of drain water heat recovery units< 2 psi for individual units connected to ; three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI611 '.fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ; I Does not apply to low-voltage ❑Not Observable '.lighting. []Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ; [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [F17]2 ❑Does Not ❑Not Observable IONot Applicable 303.3 Manufacturer manuals for ❑Complies (FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/22/17 Data filename: Untitled.rck Page 9 of 9 1_ 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door 0.18 Cooling'Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments i Martin Addition and Garage 1267 Main St. Cotuit, MA 02635 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 0 Check Compl!ance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph xx WindExposure Category.................................................................. .............................................................B xx 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................2 stories <_2 stories xx RoofPitch ..........................................................................(Fig 2) ........................................... 10 < 12:12 xx Mean Roof Height ..............................................................(Fig 2)................................................3o ft <33' xx BuildingWidth,W...............................................................(Fig 3)................................................ 15 ft <_80' xx BuildingLength, L ..............................................................(Fig 3).................................................26 ft <80' xx Building Aspect Ratio(UW) ..................:............................(Fig 4)................................................. 1.73 <3:1 xx Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................6V <6'8" xx 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ xx 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. xx ConcreteMasonry.................................................................... ................................................................ xx 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)............................................... 30 in. xx Bolt Spacing from end/joint of plate ............................(Fig 5).....................................b in. <_6"—12" xx Bolt Embedment—concrete.........................................(Fig 5)........................................j.tL.! in. >7" xx Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" xx PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x 1/," xx 3.1 FLOORS Floor framing member spans checked .?sO:° (per 780 CMR Chapter 55).................................... xx Maximum Floor Opening Dimension...................................(Fig 6)...........................9 ft<—12'or U2 or W/2 xx Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)NONE.. XX Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................0 ft <_d xx Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................0 ft <_d xx Floor Bracing at Endwalls...................................................(Fig 9)48:o.c............................................... .......... xx Floor Sheathing Type ........................................................(per 780 CMR Chapter 55):/4•TANDG XX Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... 314- in. xx Floor Sheathing Fastening..................................................(Table 2)..a d nails at s' in edge/12 in field xx 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................T8" ft < 10, xx Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................TS_ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................16 in. <_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)...........................................9 ft <—d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 -7 ft s in. Non-Loadbearing walls................................................(Table 5)..............................2x4 -7 ft a in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).Do room......................................................... XX WSP Attic Floor Length................................................(Fig 11)............................................. s ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. .............................. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................6 ft Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................io XX i AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................2 XX Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8)........................................................2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................3 ft 0 in. <11' Sill Plate Spans ........................................................(Table 9)..................................4 ft s in. <11, XX Full Height Studs (no. of studs)...................................(Table 9)........................................................1 M Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................6 ft 3 in. <_12' M SillPlate Spans...........................................................(Table 9)..................................4 ft 6 in. <_12" M Full Height Studs(no.of studs)....................................(Table 9)........................................................2 M Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest O enin 2 6'8 <_6'81, 9 P 9 _ Sheathing Type..............................................(note 4)......................................................112"cox XX Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 4 in. Field Nail Spacing..........................................(Table 10)................................................. 12 in. XX Shear Connection(no. of 16d common nails)(Table 10)........................................................ 3/ft. Percent Full-Height Sheathing.......................(Table 10)...................................................51 % XX 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.........................................................................6T<6'8" XX SheathingType..............................................(note 4)......................................................in•cox Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................4 in. XX Field Nail Spacing..........................................(Table 11)................................................. 12 in. XX Shear Connection(no. of 16d common nails)(Table 11)........................................................3/ft. Percent Full-Height Sheathing.......................(Table 11)....................................................20 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... XX Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ XX 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)..............±ft<_smaller of 2'or U3 M Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=203 plf M Lateral.............................................(Table 12).............................................L=176 plf XX Shear...............................................(Table 12)....%......................................S=77 plf XX Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)..............................T=130 plf M Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 XX Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=417 lb. XX Lateral(no. of 16d common nails)...(Table 14).......................................L=176 lb. XX Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)cox Roof Sheathing Thickness........................................... ..............................................1/2 in.>_7/16"WSP Roof Sheathing Fastening...........................................(Table 2).................................. ....................8D Notes: 1. This checklist must 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 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. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical.and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' N"-Y4H"THIS EDGE RESTS ON H.RAMING USEW NAIL$' .`i I Y11 {11 •1 11 rl 11 Y1, IFi �i 7 'tl '-11 11 •• '1 .I I Y 'l 1. n F•,r 1 .I t .- Jry" "1 t 1 Z I I �p .:r 1: •1 r. � 1 � ,n ;I t• ' fin' .1 I':t i t .� i t •a r?� 1 1 d� 'lidIJ. i V Its 41 � ;I 1�— •i I` 1 h 1 I r 11 11.�• 1 11,• JI A I PAiliEt _• ;�,�, v„ See DNWI oh N6A Page Vertcal and-,H6-Hzont6I'Nailing' -for Pane'l:A#tackment- AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7a0 CMR 5301.2.1.1)' t1. FRAhAING MEMBERS � 1„ 1 1 EDGE 9CFERMEDIAT£.. 1 I 1 1 - O M STAGGERED' 3" MJ MVPATI R PANEL PM1OL EDGE. � DOUBLE k h L EDGE SPACING DETAL. 'Detail Verkical and H&iz rntal,Nailing for Panel Attachment vi. f� Office of Consuner Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration _-_--"--— - Registration: 104804 Type: Private Corporation Expiration: 7/15/2018 Tr#' 419291' LAGADINOS BUILDING & DESIGN,�IN_C= Nicholas Lagadinos 13 Thankful Lane -- COtuit, MA 026'35 Update Address and return'card.Marlc reason for change. --- Address ;i Renewal Employment n Lost Card Orrice of Consumer Affairs&BusinessRegulati6a License.or registration valid for individual use only 'IMPROVEMENT CONTRACTOR before the expiration date. If found return to: —16 Registration:_"104804 Type: Office of Consumer Affairs and Business Regulation Expiration: Z/:1012018 Private Corporation 10 Park PlazS-Suite 5170 Gy' on,MA 02116 LAGADINOS Bf11LDING3-&DESIGN,`•.INC Nicholas Lagadinos _- 1.3 Thankful Lane Cotuit, MA 02635 - Undersecretary Not valid E itltou4.igna ure i ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MftDIYYYY) `� 1 4/14/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 77111IPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER NAME:CT Ashley Clark Leonard Insurance Agency, Inc PHONE (508)42B-6921 FAX (508)420-5406 683 Main Street nDORless:Ashley@leonardagency.com rAlc,po: Suite B INSURER(S)AFFORDING COVERAGE _NAIC a Osterville MA 02655 iNSURERA:NGM Insurance Com an _- 1-7-14788 INSURED INSURER B:A lied UW Captive Risks I AUC001 Lagadinos Building & Design, Inc. INSURERC: INSURER D: 13 Thankful Lane INSURER E:. Cotuit MA 02635 1 INSURER F: COVERAGES CERTIFICATE NUMBER:Master 2017-18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY.HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ( - UBRI POLICY NUMBER I POLICY EFF PNYYn MIDDY y LIMITS X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 1,000,000 6 RENTED A FP CLAIMS-MADE a OCCUR PREMISES(Ea occurrencej,Is 500,000 NSB07460 [1/1/2017 1/1/2018 MED EXP(Any one person) $ 10,000 t PERSONAL 8 ADV INJURY ,�EN $ 1,000,0 00 GENERAL AGGREGATE LAGGREGATE LIMIT APPLIES PER: i T $ 2,000,000 POLICY❑JEC LOC T ( I PRODUCTS-COMPIOPAGG $ 2,000,000 H% OTHER: 1 I is AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Is Ea accident ANY AUTO I BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS I AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS L_(Per accidentl $ I Is UMBRELLA LIAB EA OCCUR 'F CH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE I - - AGGREGATE $ DED T RETENTIONS I ,. . . .. . . .. Is WORKERS COMPENSATION PER ERH AND EMPLOYERS'LIABILITY YIN I STATUTE I ANY PROPRIETORIPARTNERIEXECUTIVE + E.L.EACH ACCIDENT $ 500,000 B OFFICEPJMEM13ER EXCLUDED? �tNIA (Mandatory In NH) I 146-880906-01-03 1/2/2017 11/2/2018 E.L.DISEASE-EA EMPLOYEEj$ 500,000 i N yes,describe under E.L DISEASE-POLICY LIMIT $ 500,000 I DESCRIPTION OF OPERATIONS below I� f � I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Builder in Massachusetts CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Ashley Clark/LEOAC1 "(S� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) r Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-012653 >' Expir es: 07/1612019 j J f NICHOLAS A LAGADIN,'S F 13 THANKFUL%LANE,, , COTUIT MA 02fi35 Commissioner i i i ' - e Y'lie Comutomveaith o,f Massadjusetts Department cif hulustria1_4cdde as ' f?ffi-ce aflritt.wtigations. 600 Washurgian SYreef Baston,VA 02HI tiwint rnass gavldia Workers' Cumpensation Insurance AfHavit:Bnlder-JCantractffrsfEIectricians(PhDnbers A PPUcant Tufwmatian Please A int E.ear�ily . • I�au�e{Bvs�essfl�ga�oa/ dua1� �i9�t`}-i7�.c/y S ''ilI l,i�i✓I� � '7f S I G R/ -��/ ' Address: / %79T1�S / Lxt. City/Sta-W '('6 7)i T 1V[� �ZG3� PIwae 7 Are you an employer?C heckthe apprapriate box: Type of project(required).: L X I am a employer ui&. Id 4. ❑I am a general contractor and I • employees(full arrdforpart-#ime)_ * Imve hired the sub contractors 6. ❑Idetiv construction 2.❑ I am a sole proprietor or partner- listed on the attached shed. 7. (LRemo&Hn-g s*and have no employees. These sub-confrac-tors have g- ❑Demolifioa wodring for me in any capacity emTloyees and have wodcers' 9. ❑Building addition [No WorIMM, camel_rnsu=ce Camp_irisuranmi - - regaired] 5. ❑ We are a corporation and its 16❑Electrcal repairs or ad&tious 3.❑ I am.a homeoumer doing all work officers have exercised their 1L❑Flumbingrepairs or addition% exemption per IuMCrZ myself[No tiuorkEcs comp_ �t of � p 12.❑Roof repairs is+c�rramrereLIIlLed Y c.152,§1(4)�and we have no employees_(No workers' a Other co=p.insurance require fl �,A.tT gEiczntdnstchec;ssbox 1nm;falsnfilloutthesectiaabelowsharsingibe¢workers'compensabnapoliryiafn=suan t Fiameoamerswba submit aria submit n newaffidarit indices such Znnttnctos'&u2cheatldsbwcmust Osaadditino2lsixeeashou7ngthenzmeofthesob-comdractcFmsadstalewhether.arnotthaseeuttittieshare employees.I€thesubtaatact=Rneemployeas,they=xstpraid&-their workers'cnmp.policy.number. I art art enipIoyer f7�at is prauidurg yvorkers'corrrperualian hmzraura f or my eHrplb})ees Holoov is ilia palicy mzd foh;s fe ir�armrrfinn: InsuranceCotupany-Name: Paficy or pelf-irks.Lic_4L 0 8 o got, —D 1—D`I piratroaDate: Z Job Site Address: 9 Z (_a)I t ckr CitylStxwzi is �ri�1P 19 tM Attach a copy of the workers'coanpensationp.olicp declaration page(shoving the policy nuniber and expiration date). Failure to secure coverage as req*edunder Section 25A o€MQ.c 1572 can lead to the imposition of rimi nal penalties of a fine up to$l,S00_OG andror one yeariuVrisonmenf,as we.11 as civil penalties in i ie fog of a STOP WORK ORDERand s fine of up to M-00 a day against the violator. Be advised that a copy of this statement maybe forwarded fit the Office of Investigations of•die DJA for insurance coverage uedffcaticn. I do hemb c fy ri ar tt zs and penalties QfFerjitrJ'Thatfirs iTrfarnxrzfzora prm rled aboi�ig trug arz correct Sitmatiire: Date: Phone ik tl,0TWaL use anty. Do trot&vrife Fn tFafs urea fa be cainpletdd by diy artoir-n oX7craI City or Town: P'erndfJ_&ense;ff Issuing Ant)rarity(tacle one): L Board of fT•ealtfi BurffTmg Department 3.CitylTown Clerk 4.Electrical buspe-ctar 5.Plumbing luspector 6.Other Calfact Person: Phone#: ®Boise Cascade Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Qeam\F1304 Dry 1 span No cantilevers 1 0/12 slope August 22, 2017 13:00:20 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: MacDowell Addition Description: Girt supporting attic floor system Address: 92 Coolige Rd Specifier: City, State,Zip:Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: I I 15-03-08 BO B1 Total Horizontal Product Length=15-03.08 i Reaction Summary (Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 2,026/0 1,125/0 B1, 3-1/2" 1,988/0 1,103/0 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 15-03-08 20 10 13-01-08 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 11,007 ft-Ibs 52.6% 100% 1 07-08-10 Completeness and accuracy of input must End Shear 2,649 Ibs 28% 100% 1 01-02-12 be verified by anyone who would rely on Total Load Defl. U309(0.57") 77.6% n/a 1 07-08-10 output as evidence of suitability for particula Live Load Defl. U481 (0.366") 74.8% n/a 2 07-08-10 application.Output here based on building Max Defl. 0.57" 57% n/a 1 07-08-10 code-accepted design properties and Span/Depth 18.6 n/a n/a 0 00-00-00 analysis methods.Installation of Boise Cascade engineered wood products must Squash Blocks Valid be in accordance with current Installation Guide and applicable building codes.To %Allow %Allow obtain Installation Guide or ask questions, Bearing Supports Dim.(L x W) Value Support Member Material please call(800)232-0788 before BO Post 5-1/4"x 5-1/4" 3,151 Ibs n/a 15.2% Unspecified installation. B1 Post 3-1/2"x 3-1/2" 3,091 Ibs n/a 33.6% Unspecified BC CALC®,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMT-,SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(U240)Total load deflection criteria. Products L.L.C. Design meets Code minimum (U360) 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. Page 1 of 1 I Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 Dry 11 span I No cantilevers i 0/12 slope August 22, 2017 12:59:39 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: MacDowell Addition Description: Girt Supporting attic floor system Address: tt Coolige Rd Specifier: City, State,Zip:Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: 1 i 15-03-08 BO 61 Total Horizontal Product Length=15-03-08 Reaction Summary (Down / Uplift) (lbs Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 2,026/0 1,125/0 B1, 3-1/2" 1,988/0 1,103/0 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 15-03-08 20 10 13-01-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,007 ft-Ibs 52.6% 100% 1 07-08-10 End Shear 2,649 Ibs 28% 100% 1 01-02-12 Total Load Defl. U309(0.57") 77.6% n/a 1 07-08-10 Live Load Defl. U481 (0.366") 74.8% n/a 2 07-08-10 Max Defl. 0.57" 57% n/a 1 07-08-10 Span/Depth 18.6 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value'. Support Member Material BO Post 5-1/4"x 5-1/4" 3,151 Ibs n/a 15.2% Unspecified B1 Post 3-1/2"x 3-1/2" 3,091 Ibs n/a 33.6% Unspecified Cautions Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Manufacturer.Simpson Strong-Tie, Inc. Page 1 of 2 Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP Floor Beam\F1302 Dry 11 span I No cantilevers 1 0/12 slope August 22,2017 12:59:39 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job.Name: MacDowell Addition Description: Girt Supporting attic floor system Address: 92 Coolige Rd Specifier: City, State,Zip: Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I bbdd Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for particula • V• • application.Output here based on building c code-accepted design properties and • • • analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, a minimum = 1-1/2"c=6-1/2" please call(800)232-0788 before b minimum=6" d= 12" installation. e minimum = 1" BC CALC®,BC FRAMER®,AJST'", Install Screws with screw heads in the loaded ply. ALLJOIST®,BC RIM BOARDTm,BCI®, Member has no side loads. BOISE GLULAMTM,SIMPLE FRAMING Connectors are: SDW22500 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. I i Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 t Dry 1 span No cantilevers 1 0/12 slope August 22,2017 12:59:36 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: MacDowell Addition Description: girt supporting floor system Address: 92 Coolige Rd Specifier: City, State,Zip:Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: 1 15-03-08 BO 61 Total Horizontal Product Length=15-03-08 Reaction Summary (Down /Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 4,052/0 1,152/0 B1, 3-1/2" 3,976/0 1,131 /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 15-03-08 40 10 13-01-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18,183 ft-Ibs 57% 100% 1 07-08-10 End Shear 4,242 Ibs 35.8% 100% 1 01-05-02 Total Load Defl. U366(0.482") 65.6% n/a 1 07-08-10 Live Load Defl. U470(0.375") 76.6% n/a 2 07-08-10 Max Defl. 0.482" 48.2% n/a 1 07-08-10 Span/Depth 14.8 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 5-1/4"x 5-1/4" 5,205 Ibs n/a 25.2% Unspecified B1 Post 3-1/2"x 3-1/2" 5,106 Ibs n/a 55.6% Unspecified Cautions Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Manufacturer:Simpson Strong-Tie, Inc. i i 9oiseCascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\171301 f Dry 1 span No cantilevers 1 0/12 slope August 22,2017 12:59:36 BC CALCO Design Report Build 6080 File Name: BC CALC Project Job Name: MacDowell Addition Description: girt supporting floor system Address: 92 Coolige Rd Specifier: City, State,Zip: Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{.b d Completeness and accuracy of input must a I be verified by anyone who would rely on a • • • output as evidence of suitability for particula c application.Output here based on building • • • code-accepted design properties and analysis methods.Installation of Boise • • • Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, a minimum = 1-1/2"c=4-7/16" please call(800)232-0788 before b minimum =6" d = 12" installation. e minimum = 1" BC CALC@,BC FRAMER@,AJSTm, Install Screws with screw heads in the loaded ply. ALLJOISTO,BC RIM BOARDTM,BCI@, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Connectors are: SDW22500 SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. I 1 J ®Boise Cascade Single 5-1/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamT1303 Dry 1 span No cantilevers 1 0/12 slope August 22,2017 12:59:43 BC CALC®Design Report Build 6080 File Name: BC CALC Project Job Name: MacDowell Addition Description: Girt supporting floor system Address: #2 Coolige Rd Specifier: City, State,Zip:Cotuit, MA 02635 Designer: BC Customer: Nick Lagadinos Company: Shepleys Code reports: ESR-1040 Misc: 1 - 15-03-08 — BO B1 Total Horizontal Product Length=15-03-08 Reaction Summary (Down /UPlift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 5-1/4" 4,052/0 1,152/0 B1, 3-1/2" 3,976/0 1,131 /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 15-03-08 40 10 13-01-08 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 18,183 ft-Ibs 57% 100% 1 07-08-10 Completeness and accuracy of input must End Shear 4,242 Ibs 35.8% 100% 1 01-05-02 be verified by anyone who would rely on Total Load Defl. U366(0.482") 65.6% n/a 1 07-08-10 output as evidence of suitability for particula Live Load Defl. U470(0.375") 76.6% n/a 2 07-08-10 application.Output here based on building Max Defl. 0.482" 48.2% n/a 1 07-08-10 code-accepted design properties and Span/Depth 14.8 n/a n/a 0 00-00-00 analysis methods.Installation of Boise Cascade engineered wood products must Squash Blocks Valid be in accordance with current Installation Guide and applicable building codes.To %Allow %Allow obtain Installation Guide or ask questions, Bearing Supports Dim.(L x W) Value Support Member Material please call(800)232-0788 before BO Post 5-1/4"x 5-1/4" 5,205 Ibs n/a 25.2% Unspecified installation. B1 Post 3-1/2"x 3-1/2" 5,106 Ibs n/a 55.6% Unspecified BC CALC®,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARD-,BCI@, Cautions BOISE GLULAMTM'SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum (U240)Total load deflection criteria. Products L.L.C. Design meets Code minimum(U360) 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. Page 1 of 1 Town of Barnstable Regulatory Sees nanss Thomas F.Geiler,Director Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 wwwADwnbarasta6Ie.maus Office: 508-862-4038 Fax: 508-790-6230 - Property Owner lust (Complete and Sign This Section If Usipg A Builder I, f atewc M qe'tvrNGfLL ,as Ownet of the subject property hereby authorize AI ('L to act on mp beh2g in aR matters relative to work authorized by this budding permit rl7VI T- (Adch8ss of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. a ign.atute of et ' Signature of ppli t Print Name Print Name Date Q:FORMS:OWNMPERMISSIONPOOLS 62012 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 03 Parcel 0 �l Application# —16 Health Division g,cr— Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address r, �VI f 51 Village (' IT Owner / I.f.Is10J� 2�Q w`— Address alV)l Telephone ( czC D) tT,V1�1 d pZ&3S Permit Request E&Ma , e)C4, < -Pa'CK ae, 6 « I 0 'x 3-6 A 52 Im 11— 1 bml 4 -Ae wt-flA L.A�Vae< tf4_kir C&14,00_5VL Ar i Square feet: 1 st floor:existing proposed A floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 60 Construction Type Lot Size S-1 * us 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 O No Basement Type: ❑ Full ❑Crawl O 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 baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas O Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove❑Yes ❑No Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:O existing O new,size Attached garage:O existing ❑new size Shed:O existing ❑new size Other` �]' cn c Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes V No If yes,site plan review# �v w Current Use Proposed Use BUILDER INFORMATION Name 1�/1 C/� L/9�i / �i�/OS Telephone Number OR — 11V �k7 Address / "3 %Hlv� j License# 0/.2 r0701 T, 04' d» �S— Home Improvement Contractor# Worker's Compensation# 7q& 35 q1 ALL CONSTRUCTION D BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE y Z�koz 7 t `S4 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - MAP/PARCEL NO. N 1 ADDRESS VILLAGE OWNER " DATE OF INSPECTION: FOUNDATION u FRAME 'Of( INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED.OUT v ASSOCIATION PLAN NO. 04/25/07,WED 11:06 FAX 1 508 420 5406 LEONARD INSURANCE.AGENCY 16 002/002 1�lCORI�., CERTIFICATE OF LIABILITY INSURANCE DATE(MMrD°IYYYY, 04/25/2007 PRODUCER (508)428-6921 FAX (508)420-5406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P O Box 494 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ostervil l e, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Laga inns Bu lding & Design, Inc. tN5URERA National Grange Mutual Ins Co, 14788 13 Thankful Lane INSURCR8: AIG XSB009 Cotuit, NA 02635 INSURERc: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING MAY NY PERTAIN,THE INSURANENT,TERM CE AFFORDED BY TN OF HECPOLICIES ESCTORCRIBED HEREIN S SUNT BJECT TOA�TTHE TERM9TEXCLUS GINS ANb MAY BE CONDITIONS O OR F SUCH POUCIES.AGGREGATE uMITs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IMSR.LM D' TYPE OF INSURANCE POLICY NUMBER POLICY EF ECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY MS087460 O1/01/2007 01/O1/2008 EACH OCCURRENCE s 1 000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED SOO OO A CLAIMS MADE D OCCUR MG D EXP(Any ona person) $ 10,000 PERSONAL&ADV INJURY s 1,OOO OOO GENERALAGGREGATE S 2 OOO,OOO GENL AGGREGATE LIMB APPLIES PER: PRODUCTS-COMPIDP AGG $ 2,000.000 POLICY JECf LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per Demon) HIRED AUrOs BODILY INJURY NON-OWNED AUTOS _ (Paraccldenp $ PROPERTYDAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHERTHAN EA ACC S AUTOONLY: AGG S EXCE33R1MBRT]LA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AOOREGATE S OEDUCTIBLE s RETENTION S S WORKERS COMPENSATION AND W8934483 Ol/02/2007 01/ 2 1 ER EMPLOYERS!LIABILITYOTH B OFF CRERIMEMBERR EXCLUDED?ECUIIVE EL EACH ACCIDENT S 500.000 IF yos desrxibe under E.L.DISEASE-EA EMpL $ 5O0 OOO SPECIAL PROVISIONS I,e1ow EL DISEASE.POLICY LIMIT S 50O OOO OTHER ORCRIPTtION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Builder on Cape Cod. CERTIFIr,ATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED-BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING MSURER WILL ENDEAVOR TO MAIL LAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 EAWTHORIZEDREPRESENTATIVE ace Spear ACORD 25(2001108) FAX: (508)425-7709 vbAcokD CORPORATION 1888 2 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly „ t Name(Business/organization/Indi vid ua l): J'I ( C Address: 1 N City/State/Zip: Phone #:—,og>—4z —4o27 Are you an employer?Check thet'he appropriate box: Type of project(required): 1.� \I am a employer with \ 4� ❑ I am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).*part-time)•* have hired the sub-contractors 2.❑ P am a sole proprietor or partner- listed on the attached sheet. t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ .I am a homeowner doing all work right of exemption per MGL I.❑ Plumbing repairs or additions myself. [No workers' comp. c. .152,,§i(4);and we have no 12.❑Roof repairs insurance required.] t employees. [No-workers' 13:[ Other T1GG�� comp.,insurance required:], *Any applicant that checks box I must also fill out the section below showing their workers'compensation policy Jnfotmation. - Homeowners who submit this afri avit indii:atirig they are domg al[work and then hire outside contractors must submit u new affidavit indicating.such. v X. Contractors that check this box must attached an additional sh'eefsbowing the name of the iub-contractors and tl eii•workers`comp:policy information - I am;an employer that is provtdutg workers'compensation insurance for my employees Below is the policy and job site 1 ..- ' <x 'information.-_._.. _ -.. Insurance Company Name: Lain .TVl'1en-Vlal`�'jf�(u�l Policy#or Self ins. Lic.#: ' Py w 74 ��� Expiration Date: l l D Job Site Address: AZ (LM1 dr 'vf• C(?)1117', v111f- G City/State/Zip: 141777 01/-01,, Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to,S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of ' Investivadons of the DIA for insurance coverage verification. do hereby ce ti under the par and penalties of perjury that the information provided above is true and correct. Signature: Date: Q Phone#: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5..Plumbing Inspector 6.Other Contact Person: Phone# i � .� P�oFn+e rOkti Town of Barnstable Regulatory Services RUMi `MASS. Thomas F.Geiler,Director z6;y. .m� Building Division %FD MA'S p o` Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section i If Using A Builder I,. L'►Vk G;kJE f0d,4 Do Cal t�;T/. , 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: �� C'd0 L�IJI�� <S�• �D�l/ice �1/�- (Address of Job) Signature of Owner Date 1is79lZCe7,�E liL1 Z Print Name I f Q:FORMS:OwNERPERNIISSION - • �: The Town of Barnstable • s�a,•sz�t,c. �� Department of Health Safety and Environmental Services Building Division 367 Maim Street,Hyannis MA 02601 OTNx: 508 79"227 Ralph Crosseu Fax 508 775-3344 Building Commissioner For office use only Permit no. Date AFFMAVIT HOME I1 MROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL C.142A requires that the"reconstruction,alterations,renovation.repair,mMecaiaation,eonvetsiort• itnprowemcK removal, demolition, or canstrnetiou of an addition to sny pre-pdsticlg owner ocetgjed building containing at least one but not more than four dwelling units or to:utterance wbicU art:adjacent to such residence or building be done by registered ootttradors,with certain c=ptions,along with other Type of Work:___U6(,L Est.Cost 7 - Address of Work; /' LI Doi _627Y/T, &4- 0wner Name: Date of Permit Application:_ �174- 7 - 1 hereby certifv that: Registration is not required for the following reason(s): Work c=luded by law Job under S 1,000 Building not ow ne5r-oocupied Owma pulling own permit Notice is hereby gist;n Thai: OWNERS PULLTNG THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME r PROVEMENT WORK DO NOT HAVE ACCESS TO TIM ARBM;LATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hcreb%.apply for a permit as the agent of the owner: i 144Z Y/07 Date Contractor name Registration No. OR Date Owner's frame ✓tie -foom w.wnawaa_.1-I Caafac Jelt6 BOARD OF BUILDING REGULATIONS I License: CONSTRUCTION SUPERVISOR Number: CS 012653 [: I Birthdate: 07/16/1954 Expires: 07/16/2007 Tr.no: 316.0 Restricted: 00 NICHOLAS A LAGADINOS. 13 THANKFUL LANE COTUIT, MA 02635 Commissioner 1he Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Reg lstration�`104804 Board of Building Regulations and Standards Expiration:,_=7�15/2008 One Ashburton Place Rm 1301 ` ate Corporation Boston,Ma.02108 •:_=Types:°:;Priv LAGADINOS BUILDING&';DE:SIGN ZINC Nicholas Lagadinosti- 13 Thankful Lane Cotuit,MA 02635 Deputy Administrator Not vali i tou stgna ure Town Of Barnstable *Permit#�DOCP OgwI Expires 6 months from issue date Regulatory Services Fee �W 5i ob Thomas F.Geiler,Director )(.PRE v U Building Division Z006 (p Tom Perry,CBO, Building Commissioner �UL 2 5 200 Main Street,Hyannis,MA 02601 TOWN OF BARNS ABLE www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERAUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number d>3(" C Property Address C a o l ick I-e A,�&e T 7't/ I / 2 residential Value of Work ���0y Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address \-C� M 9 Lip owe-` `.. sr-a_ 6gP01 oil o,,c .5 t C.v-'v t T A14 Contractor's Name j LV, LA (n4 n,%No S Telephone Number y Z r 9 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) O I 21601 S Z.P ` orkman's Compensation Insurance ` Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation(Insurance Insurance Company Name X 'J �7 VIOV06 Worktnan's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property O r must sign Property Owner Letter of Permission. i Ho e r ement Contractors License is required. SIGNATURE; Q.:Forms:expmtrg Revise071405 07/25/06 TUE 12:13 FAX 1 508 420 5406 LEONARD INSURANCE AGENCY Z 002/002 ACOWt CERTIFICATE OF LIABILITY INSURANCE o7/2Si2 0l PRODUCER (508)428-6921 FAX (508)420-5406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 494 Osterville, MA 02655 INSURERS AFFORDING COVERAGE NAIL# INSURED Lagadinos BuT ling & NSlgn, Trrc. !NSURERA. National Grange Mutual Ins Co. 14788 13 Thankful Lane INSURERD: xS Brokers Insurance Agency Cotuit, MA 0263S INSURER0: INSURER D. INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN!SSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWI714STMDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE PAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY T4E POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR OD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERALUABILITY MS887460 01/01/2006 01/01/2007 EACH OCCURRENCE s 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO REPLIED 3 SO.000 GLPJMSMADE I JI 1 pCCVP. MEDEXP(Anyonomrson) S 10.000 A PERSONAL R AOV INJURY S 11000,000 GENERAL AGGREGATE $ 2.000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG POUC'Y JECT LU. 2 OOO.OQ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT 3 (Ea accide n!) ALL OWNED AUTOS SCHEDULED AUTOS Par per erINJURY $ ( on) HIREO AUTOS BODILY INJURY $ NON OM, AUTOS (Per eu dent) PROP ERYYDAMAGE § (Per accMerq GARAGE LIABILITY AUTOONIY-F,AAGGJDENT 3 ANY AUTO OTHGR TITAN EAACC $ AUTO ONLY. AGG 8 EXCE'SSIUMBRELLA LLABIUTY EACH OCCURRENCE $ OCCUR M CLAIMS MADE AGGREGATE S S DIOUCTIO46 $ RETENTION S WORKERS COMPENSATION AND WC6929641 01/02/2 6 01/02/2007 WE S ATU. orH- EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERJEXECUTI'VE E L.EACH ACCLDE•NT s 500,000 OFFICER/MEMBER nder EXCLUDED? El DISEASE,-EA EMPLOYE $ 500 000 U es,desviiw under , 3 ECIAL PROVISIONS Celnw El DISEASE-POLICY LIMIT s S00 000 OTrIER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS guilder on Cape Cod . For building at 82 Coolidge Rd. Cotuit. MA CERT HOLDSCANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEb BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO YHE LEFT', Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLLGATIOPI OR LIABILITY 200 Main St OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 [AUT�HORIZFO PXPREssNTAM Milisse MacCormick LEOMMI ACORD 26(2001/08) FAX: (S08)790-6230 CDACORO CORPORATION 1988 The Commonwealth of Massachusetts :F; Department of Industrial Accidents Office of Investigations 1 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizadon/Individual): I>( C Address: S MN N City/State/Zip: li -- YN4 D 3S' Phone #:_ Are you an employer?Check the appropriate box: Type of project(required): 1.(� I am a employer with 4, ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I'am a sole proprietor or partner- listed on the attached sheet, t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working forme in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I L[] Plumbing repairs or additions myself. [No workers' comp. c..152,,§1(4),and we have no 12.❑Roof repairs insurance required.] t employees. [Nonworkers' 13:0 Other comp.,insurance required:], . *Any applicant that checks'box#1 must also fill outthe section belowshowing their workers'compensation polio information. - t._ Homeowners who submit this afftdavir utdtcttiitg tltey are domgall'work and then hire outside contractors must submita new affidavit indicating.such. 'Contractors that check,this box must attached an addtiioiial slieefshowitig the name'of the svb-cotittactots and tlieir workers'`comp:policy information. I am.ai ern to er that isP rovtd E workers'coo ensatson insurancef or oY einPto y ees Below is the policy and job ' -0. nfoimation:�y. g ._ ... . .._p. _.,_h�:,. _ ......._ .... _. . sue , Insurance Company Name: &Mccun '1�rYlal`�'jt�( I Co . Policy#or Self-ins. Lic.#: Pyl<u, ZIA - Expiration Date: Job Site Address: 0�rd,� City/State/Zip:_ C e Tli, T Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to.S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S?50.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investivations of the DIA for insurance coverage verification. I do hereb versify and�r the s and penalties of perjury that t information provided above is true and correct. Sig nature: �� Date: O Phone#: !j�Z, O 9 Official use only. Do not write in this area, to be completed by city or town ofjciaL City or.Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6, Other Contact Person: Phone#: i -6TI1 Board of Building Regulations and Standards H License or registration valid for individul use only PR01tE CONTRACTOR before the expiration date. If found return to: Registrat Oh:z%104804 Board of Building Regulations and Standards Expiration;==7j9`5L2008 One Ashburton Place Rm 1301 i'' --rivate Corporation Boston,Ma.02108 LAGADINOS B ING°&'DE:S.IGN;;+I NC Nicholas Lag adinosr>... 13 Thankful Lane Cotuit, MA 02635 —Deputy Administrator 14�414191a val ure i �P�pFIME Tp Town of Barnstable N p� • Regulatory Services � sARNSTABLE, v�0 MASS.16,39. `�$ Thomas F.Geffer,Director p,FD .,A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 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 �� ( , �A��1�O S to act on my behalf, in all matters relative to-work authorized by this building permit application for: (Address of ob) A, 4Sig—n-at-ure- of Owner Date PA< \Ic� /✓l ��Dk.Gi Print Name Q:FORMS:OWNERPERMISSION } a . Z j - (D ! :— Dis , ►.: }.' , ❑-7L,�g1 to `, r r Q -- 71LLJ iT e. I — i II �• r M f j �+, I x _ ; . 77 Go � �a1� "I , �S � �- a I•r -li 1I w.4 p , ♦♦Z� D Z � , + �3,3�1' y1` !jt ',a• t.� f {�14y�i 4r + a m rn m -1 CO C O r �o rn rn O t OCn i r r I rn D D m rn �v � Ui N DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"= i' MacDowell Addition 13 Thankful Lane Cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 M�, email lagcon@capecod.net I www.LagadinosBuilding.com Existing 12" Concrete Filled Sonotubes 48" below Grade C O E 0) co V II 04 � 0 cMco U .— Step To Grade I I c _j N U) Q II f° — C) XCo �YQ CVO Cu = C o V Cu m B27R l S83EDishwasher(basic)330 m Cr) O coocu J O fQ S; 1 E cu 00 BEDROOM / m N -j`' <a 0 O N of Cu F cli m ) J KITCHEN =---'- ' 13'-0"X 9,-10" c aD E ca 1= C n Electric Ceramic To Rane c DL4t'C DL4 7 _,• _� LIVING - r� 14'-6"X 16'-6" \ �/ O DINING Q UP 13'-0"X 10'-6" • I t NO M N a� Existing Conditions 1 st Floor z LIVING AREA z7 768 SQ FT C 'Q � m am . qm Wes. �p NO x0 O D o G) m m , ` Standard Tub 1 [54VV r4 1 f�F• 1 OD . . __ G�. �.. >. O z m D _ B2422 ADA Toilet �n M 1 �G �W .... .. .. .w m 0 z c-.m p NOT' 80 -O Ul m f i DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"_1' 13 Thankful Lane MacDowell Addition cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com ' I I 26'-3" r - - - - - - - - - - - - - - - - - - - - - - - - y o I I � I I � 0 I I I ry Zco U, 7 y 1 , I ' w I f w Z LL — — — — — — — — — - - — — — — f I — — — — — —J� - - - - - - - - 15'-911 10'-611 i i o$ay i I DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"=1' 13 Thankful Lane MacDowell Addition cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com X , m o ao z o m o CD z w p o H -n N CD r N CD < / a m CD r j m 26'-3" 7'-0" 12'-5" 6'-10" rn w o0 V -n cn 14'-3" .� O 0 O - X -a N - O V C Co - - 2x10 joists 16".QC ` j 3 (D 2x10 joists 16"OC C a) ` CD v D w 12'-0" 3 Q CO °° Q D V a� (n �_ O X. X N r - - - -- — - - --- - - - --- - — - - Cnrn i 14'-7 151 -" 5'-2 1/16" I 9'-1011 m ?! I I I x I I I I cn �- ;' I I I cQ O iI C CD CO CD 3 1 1 � I I I W °' I l l X I 11 N rr t TI - - - - - - — — — — - - - - - - - - - - -J - - - L— - - -- + - - - - - - - 24'-011 DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"= 1' 13 Thankful Lane MacDowell Addition Cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com Cn (D O �Q sC) D o" O N 3CD N / r C n. 3 22'-8" 31_711 CD 12'-0" cn 1 I ' a'CD I CD O (O � m�o 1 -n 1 I D a.0? I o. r Q / Q I �?o I i- �. xp I /r i I A I l CD - I a) 1 2x10 joists 16"OC I. 1 j I rn cQ IM XI 1 �—a L_ - - - - - — - - — — I - _ D l — — -j - r.. M ° x X CO w Ito CO XZ Q o O i4N xlojoists 16"-OC 3 �o Cn =�`' 3 CD N ' OR V N IV \ M X C7 c — 411 - \ CD--- C O v 3 s � z 1(1- � Q / o w 2'-8" c SQ 3 00 W mm , X Z 9 -� Z o o G) 3 N C' I I ........... II O II I I 'aaa II ra II 1 DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"_1' hankful Lane MacDowell Addition Cot to MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com 24'-0" 6'-8 3/16" 17'-3 13/16" - - - - - - - - - - - - - — - - - - - I I I / I I D I ! I m D ! i m mo I 2x6 joists 16"OC , I N$ 10 1InI I D I I � I a I I (A VCN (( Q�„ \ \tNV= \o l 1z M. NM D � j\ cyz mX 0 TmR,xU�DCO , I ob i ) 6o x0 I 11 I I v 0' -3/4" I I I I I I w ! I I I I t + 0'-4 3/4" I { 6'-8 3/16" , 17'-3 13/16" 24'-4 3/4" i ! DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"_ 1' MacDowe 13 Thankful Lane ll Addition Cot to MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net # www.LagadinosBuilding.com 4 trirr � 1 - r, l Ir } -- t7 1 r r I zrrr7 , ! r71 iAErl El E�l --�—� 1 r„i.J I '� X I I r t_: ! 1 rt r i'4.4 �--� J J J'1 7 r7lrr � U E ..7li1-J 1 1 0 7. J. 1-J ,..J m 1 1 l 1 7 !1''r�s•' - 1I1.-l1 J' l. rL7 0• 'I-),I r T 13 13 rt J r r EE6L�1li1. Il� -. 7iJ7T Y1 J r1 rrJ rt- . I J CD , f 1 1 i o DESIGN BY: NAL Lagadinos Building and Design Inc. 13 Thankful Lane Scale i/2"= i' MacDowell Addition Cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 CO email lagcon@capecod.net www.LagadinosBuilding.com 47 \V EIQ®❑ W 5i . r oOCIE L7C17C] - C�13 C]C1 I'. y 1lJJJJ - 17, a r-a r - .>W,_ ;a -- 1 I I I i i I DESIGN BY: NAL I Lagadinos Building and Design Inc. Scale 1/2"_1' 13 Thankful Lane i MacDowell Addition Cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com --� FC3 D D DDD a r, - - ❑❑❑❑ _ cD® - � 4,rCD 77 - - Al — !� I / n ' p. 17 I 3 DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"_1' 13 Thankful Lane MacDowell Addition Cotuit, MA 02635 J& Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 O email lagcon@capecod.net www.LagadinosBuilding.com w V V1 N X �s 7 O zCID O �' �m N7 N< CCD rn O Cr (D -n (D X 5. 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N (D Dl (D N I DESIGN BY: NAL Lagadinos Building and Design Inc. 13 Thankful Lane Scale 1�2 - MacDowell Addition Cotuit, MA 02635 Wednesday,August 23,2017 tel 508-428-4697 fax 508-428-7709 email lagcon@capecod.net www.Lag6dinosBuilding.com I 1 t I 1. 22'-8" 3'-7" 12'-0" cn rn TP v i cD N 14'-3" � cn v = r CLCD O _ o -n sv 2x10 joists 16"OC v � rn 26'-3" 7'-0" 12'-5" 6'-10" G' 00 44 TI 14'-3" O � N O x - —n N_ O 0? = 2x10 joists 16",QC v < ' w 2x10 joists 16"OC - (Q CO CD rn � 3 w =0" CO \ N DESIGN BY: NAL Lagadinos Building and Design Inc. Scale 1/2"= 1' 13 Thankful Lane MacDowell Addition Cotuit, MA 02635 , Wednesday,August 23,2017 tel 508-428-4097 fax 508-428-7709 email lagcon@capecod.net www.LagadinosBuilding.com 36'-0' 26'-0' ]0'-0' i I II V I S Tx P l < ffI G ' J t d�N N o A X mm V P x C S N N n b o o N CD I V m II r w_Z G) D N }X V D o i P '�1 a n i , m J 6'-0' 10'-0' nO�A N N j O m m O � m CQ — (A Q7 - 0 C� cD O (n C7 X o J O - 0 r p LO .. I`J -- -' - U) O n - 3 � (D O D p C T 3 CD a :3 0 3 N - 3 00 X cD O r+ N -o C- 3 CO 0. O Q N :3 h O O Q p 3 Q (D O O X a r n to \ V 00 n CD OJ X O C) � Cy) O Q Q CD 3 O T. (D 0 (D n LO W N McDowell Deck Logodinos Building and Design Inc. 20 Custom Homes, Additions, Renovations u 82 Coolidge Rd 13 Thankful Lane Cotuit, MA 02635 N Tel. 508-428-4097 Fox 508-428-7709 8 Cotult, MA 02635 emoil Isogcon@copecod.net S78'29'29"E40.94 N77'12'15`"W 78.62 COTUIT W J 07 � d Q QV) '�o�s LOCUS W M 0' LEWIS W Q POND PARCEL ID: o V z 36/47 U, SCHO sr AREA=22,310t S.F. ET • O��O o LOCUS MAP 0 114.7' (A PLAN REF: 501/78 -P TITLE REF: 9191/336 W PARCEL ID: MAP 36 PAR. 47 O. ZONING: "RF" SETBACKS: 30'F-15'R-15'S �1 MAX. BUILDING HEIGHT: 30' N ZONE II:"WP": WELLHEAD PROTECTION ZONE WITHIN 1 MILE WIND ZONE: EXPOS. "B" FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO752J DATED:07/16/14 -J PARCEL ID: SEPTIC 36/3 CERTIFIED PLOT PLAN OG AREA (FOR ADDITION) COTUIT FIRE �JB �-, (PER TIE CARD) LOCATED AT: DISTRICT G'Q.Fo 36"OAK 82 COOLIDGE STREET COTUIT, MA. PREPARED FOR 42.6' � IRA DECK DE DECK E A R L E N E M A C D O WE L L ,,o PATIO JULY 19, 2017 LTI /O,yOF k,43 Q #82 ; 15.0 :: ;, � >�r� EDWARD yG� 00 U A. STONE O Q 39.5' RYWELLOO . , ,.......:::::: 23.7' No.898 ...... �— o00 ' 'Do '�' T 5 0 W I N I i N MacDougall Surveying I im 45.7' I g i z & Associates I o�im W i i P. O. Box 2428 0 GRAPHIC 2 SCALE s� M a s h p e e, M o. 0 2 6 49 10 0 \o\wq�k I i _ PH. (508)419-1086 32 91_ — — — — — — 31.84 — — — CELL 774-327-0617 S81'18'07"E — email: 1"=201 —�=36.68�-- — COOLI D GE STREET macdou gal lsurvey©com cost.net SHEET 1 OF 1 J#1945 i SCHOOL ZONE I CERTIFY THAT T•raS PLAN HAS O qJ RESIDENCE F BEEN PREPARED IN CONFORMITY VITN MINIMUMS THE RULES AND REGLILATIONS OF THE { �t AREA - 43,560 S.F. LEWIS PON R L REGISTERS OF DEEDS. I FRONTAGE - 13W B .� R.L.S. o W FRONT SETBACK - JO' ti COTUIT SIDE SETBACKS - 15' BAY REAR SETBACK - 15' BUILDING HOGHT - 30' X (OR 2.5 STORIES IF LESS) LOCUS MAP SCALE 1 25,000 ASSESSORS MAP 38 PARCEL 3.47, k 48 i ZONE G.P. GRAPHIC SW S 0 30 80 0 -� C.B. C.B. FND. FND. o + NO D.H.I I S78.79?9'E COTUIT FIRE DISTRICT NO D.M. q 40.94' ►a SET ep,pps7'?-/?/5•ESp 18.d2' w s C 145.17• IA ET'B 1 sess• c,e, ia SET S LOT 2A N�? 16,934 sq fL `D $+� 0.39 acres LOT 1 19,519 sq.ft. C) n 0.45 acres .E n rn 15.0' N n y8 22 I o No ' 0.30 a C.B. O LOT 28 NOD.oFF m Z790 sq.ft. B.R.B. V t K.,B p w !� FND. F o A STEVEN C. GOULD B.R.B. a T / $ BOOK 5912 PAGE 149 S8925'0 W FND. ~� C.B. a ag e+/,. BOOK 333 PAGE 33 0.75' u ��sOne wa u POND '5 #82 I '�' Zo�e 9 O• SPIKE I ;' _w:l $/ 0.48C8. ROAD \ ��O a SET �z / Jf�4 FND.OFF 58925'30'W 7.53 i°i�, ,S� (�ee8, 3 I�I�� Q/ NO D.H. N8� �- 1.8•I' oG "12'30 ►y A 32.91' g SPIKE 124.18' SET 15Q.03' SET # �^Ob�4 %' pav"Ment width 18, N81T807 W g. Q /Y N81T8'p C.B. J �+� C. 1��r S81'16 �, t^ FND. Qi JDGE STl L �.E STREET N 1� WAY as. NTA•313®aE � bj FND. PLAN OF LAND IN (COlum BARNSTABLE , MASS. 7 NOTE: FOR stARNSTABLE PLANNING BOARD LOT COVERAGE: ESTATE OF W. HAZEL GIFFORD AND NO MORE THAN F1Fi'Y PERCENT (501.) OF THE TOTAL UPLAND AREA APPROVAL UNDER THE SUBDIVISION OF ANY LOT SHALL 91 MADE IMPERVIOUS BY THE INSTALLATION OF EARLENE blacDOWELL CONTR L LAW NOT REQUIRED. BUILDINGS, STRUCTURE: AND PAVED SURFACES. SCALE: 1' - 30' DATE: NOV.13,1993 DATE: iY/ REV. NOV. 30,1993 i SITE CLEARING: BAXTER i WE INC. ~- A MINIMUM OF TNIRYY i'Z'RCENT (30%) OF THE TOYAL UPLAND AREA REGISTERED LAND SURVEYORS OF ANY LOT SHALL 3E RETAINED IN ITS NATURAL STATE, WITH CIVIL ENGINEERS ONLY LIMITED SELEC'IVv: CUTTING OF TREES AND CLEARING OF OSTERVILLE, MASS. UNDERSTORY SHRUBS ;ND GROUNDCOVER ALLOWED. NOTE: NO DETERMINATION AS TO MOF i{ COMPLIANCE WITH THE ZONING LOT 28 IS NOT TO BE CONSIDERED AS A SEPARATE BUILDING LOT AND R ORDINANCE REQUIREMENTS HAS IS TO BE CONVEYED TO LAND OF EARLENE MacDOWELL, SHOWN AS LOT 1. R1CM VVER BEEN MADE OR INTENDED BY THE M ABOVE ENDORSEMENT. DEED REFERENCES: W. HAZEL GIFFORD PROBATE ;j%170 SuOK 415 PAGE 98 SHOWN AS LOT 2A & 28. + EARLENE MacDOWELL BOOK 8534 PAGE 148 SHOWN AS LOT 1. ••y - 3131 I , �y