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0385 SHOOTFLYING HILL RD (2)
/ � � � • i I I SHED rev a LOT 1 20,414 S.F.t FOUNDATION STEPS UP EXISTING TOF=75.4 FOUNDATION TOF=VARIES TOF=72.9 II N EXISTING • h1 �yh O DWELLING TOF=76.7 j Q` 44e /•'�°K .h1 5t 6^ Q �0 FOUNDATION PLOYPLAN DCE #19-088 LOCATION #385 SHOOTFLYING HILL ROAD SCALE : 1 30' _ 020 PREPARED FOR: REFERENCE : MAP 214 PARCEL 59 GLAUCIA NGELO DB 28120 PG 76 �HOOFM � I HEREBY CERTIFY THAT THE STRUCTURE Assgc SHOWN ON THIS PLAN IS LOCATED ON THE o`' D'NIEL yes GROUND AS SHOWN HEREON. - A. o -� off 608-362-4M' v 0.1ALIN u' fox 808-362-8080 U I"t. y;J{a C1.v downeope.com 0 I wn es e MY/Of efi <d n Aft.e. _ S\ c1v11 englneers land surveyors -- 939 Malt? Street (Rte 6A) ---------- YARMOUMPORT MA 02675 DATE REG. LAND SURVEYOR 77 Town of Barnstable Building ? ri�rnBi� Post This Card So That it is Visible From the Street-Approved Plans Must be'Retained on Job and,ths Card Must'be Kept mAsa g Posted Until Final Inspection Has Been Made. Permit c1 lil ;a Where a Certificate of Occupancy is Required,such Building shall Not be Occ er'i11 upied until a Final Inspection has been made. Permit No. B-19-3231 Applicant Name: DANIEL C WOOD Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/30/2020 Foundation: Location: 385 SHOOTFLYING HILL RD,CENTERVILLE Map/Lot: 214-059 Zoning District: SPLIT Sheathing d Owner on Record: D'ANGELO,VALDINEI Contractor N� a e �,,DANIEL C WOOD Framing: Address: 385 SHOOTFLYING HILL ROAD Contractor License: CSFA-062822 3 CENTERVILLE, MA 02632 ,. _. ..�_� ,,3 Est. Project Cost: $75,000.00 Chimney: Description: Build new 2 car garage with playroom above. New roof over patio. Permit Fee: $432.50 new bathroom in playroom. New covered porch on front of house.new vk 9rz8 26 Fee Paid:; $432.50 remodel exisiting bathroom. Move wall in room upstairs Final: Dater 10/31/2019 Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. y � G� C/' y Plumbing/Gas' j Rough Plumbing: : ..Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after"issu a nce. All work authorized by this permit shall conform to the approved application and the approved construction documents-for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. y 3 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: " Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT er......... . Application Numb .................... ELARNSTAIRA 5 MASS. 00,2- ')4%nnit Fee..... ..............Other Fee:....................... 163 TotalFee Paid................................................................ ...... TOWN OF BARNSTABLE Permit Approval by....Q..�.............. BUILDING PERMIT 1 Map............ ...I................Parcel.....:..L7 ....................... APPLICATION Section I — Owner's Information and Project Location Project Address .5(95 .5�/7/,0,0 Z: zx L,` Village i Owners Naifie Owners Legal Address— 40 IaLy,00", City-e State zip 6,� Owners Cell # od'Q Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet Com, mercial Structure under 35,000 cubic feet QSingle Two Family Dwelling Section 3 — Type of Permit' ❑ New Construction ❑ Move/Relocate [] Accessory Structure E] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty ❑ Fire Alarm Rebuild El Deck Apartment Sprinkler System Addition ❑ Retaining wall Solar El Renovation ❑ Pool 0 Insulation Other—Spec Section 4 - Work Description 60 1"aaf -)aeel avl-in 1 41 aw III-IJ4.lu 441 1xA-],fA aJjao;�: 601&;5ca" . /4A, /,05h7 11eT Last undated: 11/15/2018 Application Number..................................................... Section 5—Detail Cost of Proposed Construction 7. --QW Square Footage of Project 5 -i 4 y Ibvj i Age of Structure �10 Dig Safe Number # Of Bedrooms Existing , Total#Of Bedrooms (proposed) /� C 110 MPH Wind Zone Compliance Method MA Checklist WFCM Checklist Design Section 6—Project Specifics [� Wiring ` ❑ Oil Tank Storage ( ' Smoke Detectors ® Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ® Masonry Chimney ❑ Add/relocate bedroom 1 Water Supply Public • Private y Sewage Disposal El municipal El On Site a Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes MNo Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information a Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required 3 Proposed -50 Rear Yard Required Proposed b Side Yard Required Proposed A ; • 4 Has this property had relief from the Zoning Board in the past? ❑ Yes ® No S Last updated: 11/15/2018 REScheck Software Version 4.6.5 Compliance Certificate Project Garage/Mudroom Addition Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Centerville (Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 385 Shootflying Hill Rd. Dan Wood Centerville, MA 02635 32 Federal Eagle Rd. Duxbury, MA 02332 Compliance: 1.2%Better Than Code Maximum UA: 160 Your UA:b158 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 Assembly or Cavity to'nt. Ceiling 1: Flat Ceiling or Scissor Truss 200 38.0 0.0 0.030 6 Ceiling 2: Cathedral Ceiling 845 38.0 0.0 0.027 23 Wall 1:Wood Frame, 16"o.c. 1,140 21.0 0.0 0.057 57 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 66 0.300 20 Door 1:Solid 40 0.270 11 Door 2:Glass 40 0.300 12 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 875 30.0 0.0 0.033 29 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 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 1 of10 CREScheck Software Version 4.6.5 �J( Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% 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 Verrf�ed Complies. Comments/Assum tions # Pre-Inspection/Plan Review- ? & Req.ID 3 Value,.' �` .q 'Value; P 103.1, 'Construction drawings and {"`❑Complies 103.2 documentation demonstrate `' ,> <` ` r ❑Does Not .ener[ 1]1 bu Idg gcendvelope.IThe Theiance rmal the ❑Not Observable envelope represented on f -d �" ❑Not A licable ' pP construction documents. '" � 103.1, 'Construction drawings and ❑Complies 103.2, 'documentation demonstrate W A {o ❑hoes Not 403.7 energy code compliance for - �,- [PR3]1 lighting and mechanical systems ❑Not Observable Systems serving multiple $ `` -; �x � ❑Not Applicable .dwelling units must demonstrate ° , .compliance with the IECC r •, , �;� � ,., Commercial Provisions. bx F s '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 ' Manual J or other methods Cooling: Cooling: ❑Not Observable At Btu/hr Btu/hr approved by the code official. ❑Not Applicable 103.1 Solar-Ready Roof: New detached ❑Complies [PR4]1 one-and two-family dwellings, ❑Does Not Band multiple single-family r r : T' 'dwellings(townhouses)with >= ❑Not Observable '600 ft2 (55.74 m2)of roof area :` 4`' ❑Not Applicable oriented between 110 degrees and 270 degrees of true north .comply with sections AU103.2 through AU103.8(RB103.2 through R6103.8). .P.tr, Additional Comments/Assumptions: 1 High Impact(Tier 1) `;2. Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 2 of10 Section Foundation Inspection Complies? ` ` Comments/assumptions &Req•ID 303.2.1 A protectiv e covering is installe d ed t g o ;❑Complies CF01112 ; 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 [FQ12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2`' Medium Impact(Tier 2) r, 3 TLow Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 3 of10 Section w Plans Verified' Field Verified # Framing!Rough-In Inspection > Value Value' `�+.Complies? Comments/Assumptions & Req.ID 303.1.3 U-factors of fenestration products •; []Complies[FR4] :are determined in accordance rs «< � .❑Does Not with the NFRC test procedure or 'taken from the default table. n F r �a-.1 "�� []Not Observable �, ❑Not� , Applicable 402.1.1, 'Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 402.1.1, 'Glazing SHGC value(area- SHGC: SHGC: '❑Complies ;See the Envelope Assemblies 402.3.2, weighted average). �❑Does Not :table for values. 402.3.3, ❑402.5 ; Not Observable [FR311 ❑Not Applicable 402.1.1, :Door U-factor. U- U- ;[]Comp lies :See the Envelope Assemblies 402.3.4 i❑Does Not table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier # 4 M t ❑Complies [FR23]1 installed per manufacturer's ," ❑Does Not instructions. ❑Not Observable ' "',. h �' `�.` •; ❑Not Applicable 402.4.3 ;Fenestration that is not site built .»�"fit * ❑Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 :=.f � ,° ' ❑Does Not :or has infiltration rates per NFRC .e "` iC,'Al ❑Not Observable '400 that do not exceed code ' s ` gam' y r,.:❑Not Applicable -limits. . 402 4.5 . IC-rated recessed lighting fixturesE: - , � 1, - `,❑Complies [FR16]z�, sealed at housing/interior finish r`q ❑Does Not and labeled to indicate:52.0 cfm .r"� • • ?+� leakage at 75 Pa. -f ❑Not Observable '� �,'' '� � ❑Not Applicable - 403.3.1 :Supply and return ducts in attics x ❑Com lies [FR12]1 insulated >= R-8 where duct is p >= 3 inches in diameter and >_ * ' s } ❑Does Not ` R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ° ." r" A ❑Not Applicable :the building insulated >= R-6 for }.. �y diameter>= 3 inches and R-4.2 for< 3 inches in diameter, $ 403.3.5 Building cavities are not used as x' , tir ❑Com lies [FR15] !ducts or plenums. s ❑ Does Not ❑Not Observable w ~" .; ❑Not Applicable 4014 .�J HVAC piping conveying fluids R- R- ❑Complies [FR1712 above 105°F or chilled fluids ,. below 55°F are insulated to>_R- ❑Does Not b 3. ;❑Not Observable ❑Not Applicable. 403.4.1 :Protection of insulation on HVAC ' ` ❑Complies [FR2411 'piping. # �. � � , . ❑Does Not y ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) r2;Medium Impact(Tier 2) 3"1 Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 4 of10 Section plans Verified Field,Verified # Framing/Rough-in Inspections Complies? Comments/Assum tions & Req.ID Value Value p 403.5.3,• Hot water pipes are insulated to R- R- [FR18}? aR-3. :❑Complies ❑Does Not f i❑Not Observable ❑Not Applicable a03.6 Each dwelling unit of a residential ❑Complies [F1119}2 building provided with ` continuously operating exhaust, + � ❑Does Not supply or balanced mechanical *s � ❑Not Observable ' # []Not Applicable ventilation that has been site "f verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: 1 High Impact(Tier 1) t'2` Medium Impact(Tier 2) .3i Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 5 of10 Section Pla V luefied„ r # Insulation Ins ection Fieltl Verified' i J p mVaiue ,. Complees. Is & Req,IQ - 303.1',' ,All installed insulation is labeled �& w3 + ❑Com lies [IN13J? or the installed R-values r ❑DoespNot A provided. 'r a4, ❑Not Observable �> x � ❑Not Applicable 303.2 :Wall insulation is installed per "{ ❑Complies [IN411 manufacturer's instructions. . ° []Does Not ' � ; ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per :" ,' � "' 4 •""" ❑Complies 402.2.7 manufacturer's instructions and +,. ¢ ^' ;f []Does Not [IN211 :in substantial contact with the t `+ s sz.; ° �r ;underside of the subfloor,or floor ❑Not Observable ,- ��-�� � � framing cavity insulation is in 4" ; "� . `❑Not Applicable contact with the top side of ' f `sheathing,or continuous - } ;insulation is installed on the underside of floor framing and :extends from the bottom to the _ ,top of all perimeter floor framing ', ` Z members. 402.1.1, Wall insulation R-value. If this is a; R- R- ❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E 1wall insulation on the wall [IN311 ;exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.E table for values. W❑ ood Wood ❑Does Not [IN111 ❑ ' ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) ,-2'1 Medium Impact(Tier 2) ` 3 Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 6 of10 Section # Final inspection Provisions Plans Venfted; Field'Verified Complies? Comments/Assumptions tions, & Req.ID Value f Value P, 303.1.1.1, ;Ceiling insulation installed per < ❑Com lies 303.2 manufacturer's instructions. p E £ r " ❑Does Not [FI2]1 :Blown insulationmarked every �� � 300 ft . °,'> x . ❑Not Observable Anti;., ,�3,ry;'v-., ,'P.y.�;. v ❑Not Applicable 303.3, 'Manufacturer manuals for r ` " ❑Complies [FI18}3 mechanical and water heatingDoes Not systems have been provided. ^^„ ,y ` °' []Not Observable �4 . ;. ❑Not Applicable 401A Compliance certificate posted. ' = ❑Com lies [F17]2 p❑Does Not ❑Not Observable ❑Not Applicable 402.1.1, Ceiling insulation R value. R- R- ❑Complies See the Envelope Assemblies 402.2. , 402.2.2, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ;❑Not Applicable ; 402.2.3 Vented attics with air permeable z ¢ ., ❑Complies [F122]z, insulation include baffle adjacent - �� '? m r 1 ,. 4 M s []Does Not to soffit and eave vents that ' > , extends over insulation. '� e.. " � ?6!< ❑Not Observable ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ❑Complies [1`13]1 insulation >_R-value of the ❑Does Not ,adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50=_ ❑Complies [FI17]1 :ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable F 403.1.1" ' Programmable thermostats r, T_ ❑Not Applicable OComplies [F19]z installed for control of primary *, { r '�„ y,` ❑Dos Not heating and cooling systems and r •- r �, -r` initially set by manufacturer to t ' _ ❑Not Observable code specifications. ;x�r : ' r���t ❑Not Applicable ; 403 1.2 Heat pump thermostat installed . '`'t 7 ❑Complies [F110]2'z on heat pumps. w ❑Does Not t, ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat e W r ❑Complies [F126]z through one or two-pipe heating 1r ❑Does Not f systems have outdoor setback _' R #control to lower boiler water r � `' . ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. kw `? ` 403.3.2.1 'Air handler leakage designated e, ❑Complies [1`124]1 :by manufacturer at<=2%of design air flow. p- z S'i � ❑Does Not des s ' ❑Not Observable R ,h n❑Not Applicable 1 High Impact(Tier 1) r"2' Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 7 of10 Section J Plans Verified Field Verified Final Inspection Provisions Com lies?, Comments/Assumptions' & Req.ID Value `Value P 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ClComplies ' [FI27)1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total :leakage measured with a 1❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including j ;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. Post- construction or rough-in testing and verification done by a HERS Rater, HERS Rating Field Inspector,or an applicable BPI :Certified Professional. 403.3.4 `Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies (F14)i 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 5.1- Circulating service hot water v f ,. - ` ' ❑Complies systems have automatic or accessible manual controls. �' �- ❑Does Not r ❑Not Observable ❑Not Applicable 403 5 1.1Heated water circulation systems ❑Com lies [F1281,*, have a circulation pump.The M E , f '. ❑Does Not system return pipe is a dedicated t Y' ° return pipe or a cold water supply , =, [:]Not Observable pipe.Gravity and thermos- r $+ ❑Not Applicable 'f syphon circulation systems are g not present. Controls for r circulating hot water system ` # , pumps start the pump with signal for hot water demand within thec occupancy. I.. k Controls automatically turn off the pump xs when water is in circulation loop p k � z- is at set-point temperature andF'� no demand for hot water exists. zas 403.5.1.2 Electric heat trace systems ❑Com lies jF12912 Jcomply with IEEE 515.1 or UL ❑DoesNot r a� 515. Controls automatically �. i� 4 {: adjust the energy input to the ❑Not Observable d,u ' heat tracing to maintain the # �� _' , ❑Not Applicable s. I � k desired water temperature in the .; _i piping. 403.5.2 ` Water distribution systems that ; `. =. _ ❑Complies [1`I30]2 have recirculation pumps that .� F ❑ pump water from a heated water Does Not supply pipe back to the heated x ; r .ti r• ` ❑Not Observable water source through a cold �4- : s dj" ❑Not Applicable - water supply pipe have a v' , - demand recirculation water 1 r h` ' system. Pumps have controls t � -" that manage operation of the f• ` w . := pump and limit the temperature �- of the water entering the cold water piping to 1049F. ; `^ vt ,` `" 1 High Impact(Tier 1) ~s'2f Medium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 8 of10 S:Req.ID tion m , # Final Inspection Provisions flans Verified Field Verified & ,Value'. _ Value, complies. Comments/Assumptions R, 403.5 4 Drain water heat recovery units _; ;R ❑Complies` [FI31] tested in accordance with CSA ,. # ❑Does Not x a 855.1. Potable water-side pressure loss of drain water heat * Not Observable recovery units< 3 psi for `,+ `�. ❑Not Applicable individual units connected to one r or two showers. Potable water- side,pressure loss of drain water �� i° '^ *I x heat recovery units< 2 psi for F individual units connected to three or more showers. ." 403.6.1 ,` All mechanical ventilation system � �i W, �r `❑Complies [FI25]2 ;'- fans not part of tested and listed "y ❑Does Not HVAC equipment meet efficacy ' and air flow limits. 14 W' 7 §{ ❑Not Observable e , ;• ` ,$ ❑Not Applicable 403.6.2 ,'Installed performance of the .3°. ❑Com [F[32]3 mechanical ventilation system ' ,r plies "tested and verified by a HERS ifs a�<� � i' ,- ❑Does Not Rater, HERS Rating Field a M «. ❑Not Observable 'Inspector,or an applicable BPI t- „ z []Not Applicable i Certified Professional,and measured using a flow hood,flow grid,or other airflow measuring , { •Adevice in accordance with either RESNET Standard Chapter 8 or C IACCA Standard 5. )403.63 £Ventilation devices and .z- f ::'. ❑Complies [FI33] equipment are tested and ,t. fi ' certified by Air Movement and ,,r� ❑Does Not f Control Association("AMCA")or ,h �. ❑Not Observable Home Ventilating Institute f �r % �,MEA " a F ❑Not Applicable I( HVI")and the certification label "'k tis afixed to product.Where ' multiple duct sizes and/or c } exterior hoods are standard f options,the minimum size shall �4, M not be used. xr _ 403.6.4 `j'Sound ratings for fans used for •' 3 g : 4, ❑Complies jF134] -whole building ventilation are t. " ❑Does Not +rated at a maximum of one sone r ❑Not Observable i „r^ rrt N ❑Not Applicable 403.6.5`t s Owner and the occupant of the ❑Complies (.3513 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, W ❑Not Observable d including instructions on the ; max '' ❑Not Applicable proper operation and 3.. R maintenance of the ventilation ]A, systems.Ventilation controls ` ;shall be labeled with regard to 1 k t their function. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 9 of10 i Section Plans Verified Field Verified# Final Inspection Pr a ed' p Provisions Value Value . Complies. Comments/Assumptions.;: i w ' & Req.ID � - - , 403.6.6 ;All ventilation air inlets are A" [FI36)3, unobstructed and located a r"® ° ❑Complies minimum of 10 feet from other a` �` s ❑Does Not vent openings that constitute `. ° !� h +y ❑Not Observable known contamination sources. ❑Not Applicable Outdoor forced air inlets are covered with rodent screens..A - ' ;. v whole house mechanical ventilation system does not A, #extract air from an unconditioned " ,basement unless approved by a registered design professional. ffi. * n ^. Where wall inlet or exhaust vents are< 7 feet above finished grade ' g 4 i in the area of the venting an , x identification plate is n '- permanently mounted to the exterior of the building at a >= 8 +feet above grade directly in line with the vent terminal. +y 9 404.1 75%of lamps in permanent ❑Com lies [F16]1 fixtures or 75%of permanent e ,, ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ," ;� ❑Not Observable lighting. y ❑Not Applicable 404.1.1 '•Fuel gas lighting systems have 4. ❑Complies [F123]3 no continuous pilot light. ❑Does Not r � ❑Not Observable • "R ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: Garage/Mudroom Addition Report date: 09/30/19 Data filename: Untitled.rck Page 10 of10 �( 780 C M R. 51 .00 m j Massachusetts Residential code, 9th Edition, Energy Efficiency Energy Efficiency certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ... Window 0.30 Door 0.27 Heating System• Cooling System: Water Heater• Name: Date: Comments B k 32351 Ps 14 iT -IP48'529 1+a—+�3-2+a19 01 215p DEED RESTRICTION WHEREAS, VPI I ! ��n/ C>Fh of (owner's ame) ��_��//L MA (address) is the owner of 3,�-5 s oT 1���iN S I � / located �I (address) at MA (hereinafter referred to as �_o �- and being shown on a plan entitled "Subdivision of Land in MA, Property of , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book '� , Page Or on Land Court Plan Number WHEREAS,`'� �`^A� ' �u^ as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compiance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, . deedr ORS' v 0- "' a``'`L,\-Roes hereby lace the NOW, THEREF � Y p (owner's name) following restriction on his above-referenced land in accordance with his agreement with the !own of Barnstable Board of 1-9ealth, which i restriction shall run with the land and be binding upon all successors in title: may have constructed (address) ����.c upon th lot a house containing no more than (j-) bedrooms. � _z�: ,� c% agrees that this shall be permanent deed (owners name) restriction affecting 1- located on MA, and being shown on the plan recorded in Plan Book� , Paged 4Q Or on Land Court Plan r � For title of see the following deed: Book Page _ . Or Land Court Certificate of Title Number . ecuted as a sealed instrument .ZO++ `day of 5EP"f Z l JOSLd�-�-.%�-�� wner's signature er's signature \j 0�� "_D? Owner's signature COMMONWEALTH OF MASSACHUSETTS ss , 20_L9 Then personally app�eear =thbove-named red Orl known to me to be the PeVson who executed the foregoing instrument and acknowledged the same to be M Or free act and deed, befor BARNSTABLE REGISTRY OF DEEDS. P ILI/ John F. Meade, Register I Notary Public ,. NGIA My commies n e Aires: `G� G (date) n "4 FELICIA FASIKU deedr Notary Public Coin w weafth of Massachusens +� My Corlinss'on Expires Apr;2�,2025 f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 wwminass gov/dla Workers' Compensation Insurance Affidavit:Bwlders/Contractors/Electricians/Plumbers AvyUcant Information Please Print Legibly Name(Business/Organization/Individual);"F).j mim-1 Address: City/State/Zip: 0vK4v/' 12W 4 Phone M PF' 9/2 J/-�,a Are you an employer?Check the appropriate box: a 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.Vr I am a sole proprietor or partner- listed on the attached sheet: 7. ❑Remodeling ship and have no employees These sub-contractors have' S. ❑Demolition working for me in an act employees and have workers' Y capacity. 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEI PIumbing repairs or additions myself:[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance i'"Pired.]t c. 152,§1(4),and we have no employees.[No workers' 13. er � CK comp.insurance required..] *Arty applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then him outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractDrs and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employeeL Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: • Expiration Date: Job Site Address: City/Stewzip: 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 fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb► fy under the pains and penalties of perjury that the information provided above is true and correct Si Date: Phone# 0jj9c1al use only. Do not write in this area,to be completed by city or town ofj`rcial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M f Details Page 1 of 1 Licensee Details Demographic Information Full Name: DANIEL C WOOD caner Name: License Address Information ity: Duxbury tate: MA ipcode: 02332 ount : United States License Information License No: CSFA-062822 License Type: Construction Supervisor 1 &2 Family Profession: Building Licenses Date of Last Renewal: 5/7/2018 Issue Date: 3/28/2010 Expiration Date: 3/28/2020 License Status: - Active Today's Date: 10/31/2019 Secondary License Type: Doing Business As: tatus Change Reason: License Renewal Prerequisite Information No Prerequisite Information No Available Documents https://madpl.mylicense.comNerification/Details.aspx?result=10e4e41 c-e28d-4252-9486... 10/31/2019 Office of Consumer Affairs & Business Regulation- Mass.Gov Page 1 of 2 . Mass.rlov ff Iq=: Ulf CO-0- n Zs; ull m U--- r At-tairs and B IRS u iness rpm% 19 011 Ke, wation C7CABR H IC Registration Complaints Registration # 152773 Registrant DANIEL WOOD Name DANIEL WOOD Address 45 Driftwood Drive City, State Zip DUXBURY, MA 02332 Expiration Date 09/27/2020 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search Site Policies Contact Us https:Hservices.oca,state.ma.us/hic/licdetails.aspx?txtSearchLN=152773 10/31/2019 Swanson .Structural, Inc. Paul W. Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Paul@SwansonStructural.com ......................... .... r 1: f�f�G_ffG�a�4 - t -a f i.. .: ..:.. ... .. .... .. . ..... ........ s .... ..... ... ... � x Pr xZ v. sFA�GS �r�Y� r © RN N�C �HoRs fry ;. t, p Z CotvGa�t� i P.r 2. 8 @ Ib �� _ _. ...... ... ........ ?YAW ;... .. D.►hGv �F ND vF _. 4` 1411A La Ek5 a� I _...... _.....• .......... M. F j' .... ......... -.............. ..... .. ......... .. ...... ...... ... ............ .... ... ... ....._ ... . 'AUL WRNSC3N SfRUC.TURAL . . 9c _3'5334 yQ 5 . . S� ..., ............. _. d f3f2o2 .......... ........... ............... �-J ...................... .......... .......... .......... ...... Job Name U 14N6 it o ,(C5 Job Number (2 Location 3 g s SY007-►=4-r/J!a fill-(- MAN S i R-L /M Sheet l of J� Client __ EDP,1_ rS►L✓A By 1-46 Date 20 Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Pauj@,SwansonStructural.cont .............. ........................... ..................... ........... ........... .................................... ............. ................. ........... .......... ...... ...................... .................. ..............1, ........................ .......... ............ ..................... .......... A p Pt- ........... ............... .......... .......... ........................ ............. ....................... ............ .......... ....... ........... ...................... ....................... ...... ............. ............... ........... ........... .................... ......................... ........ ..................... .................. .............. ....... .... 4,0 P I ........... ................. ......................... ............. ___'........... . ......................... .. P.........I.5A I.... . .............................. ...... ........... � DM. TD T _:€ ........................ .............. ................ ............. ......................................... .... .................... ............ ............... MG-'a .... ............ ... ................... .................. ............ ............... CA, .......................... ............ ............. ........... .......... ......................... ..........i.............. ......................... ...................... ........... .............. .............. ................ ............(��............. ............... ............. .................. . ............. ............. ........................................ ................................. ........................ Y'A�.............. ......... .......................... ............. ............... ............... ............ ............ ..... ..... .......... ............ .......... .................. ........................ ....................... ............ .............. ....... __';.............. ............. ........... ............. ........... ............... ....... ......................... ........... .............. ......................... ......... OF ................ .............. .......................... .... ............... ............ Ut.W., :.................... ................. ...... PA ............ .................................................. ........... ........... 3..........L.';MNSON 'TRUOURA s L i . . ............ .............. .................................... ............................. ................ .......... ........... .0OQ T... ................. ........................... ............. .............. ..................... ....................... ......................... ........... AL ............. ................. .............. ........... .......... ................. ........ ........... :A ................... .............I........... ................. .... .......... .............. .......... ........... ............. .............. .................... . ......................... ............. .............. ............. .................... .............. ZoLo.......... ........... .......... ............ .......... .............. ........... ........ ............ ............ ............... .................. . ........... ...... ............ ............. ........ .......... ....... .................................... ................... .......... ............ ... ........... .............. Job Name Job Number 610 Location Sheet Z of Client BY pw —Date Client Eddie Silva Date: 6/3/2020 Page 2 of 4 risDesign Project: D'Angelo Residence Input by: Address: 385 Shootflying Hill Rd,Centerville, Job Name: 6129 �® MA Project#: B2 SP #1 ND 2.000" X 8.000" 2-Ply - PASSED . Level:Level k � �F w vl 117l4„„ 1 SP 2 SP 3 SP 6'4" 116'6" HY 12'10" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 277 69 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 803 201 0 0 0 Deflection LL: 360 Load Sharing: No 3 289 72 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Cap:React D/L lb Total. Ld.Case, Ld.Comb. 1-SP 5.500" 5% 69/320 389 L_ D+L 2-SP 3.500" 20% 201/803 1004 LL D+L Analysis Results 3-SP 5.500" 5% 72/327 399 _L D+L. Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -605 ft-lb 6'4" 2409 ft-lb 0.251(25%) D+L LL Pos Moment 449 ft-Ib 9'10 1/8" 2409 ft-lb 0.186(19%) D+L _L Unbraced 449 ft-lb 9'10 1/8" 2409 ft-lb 0.186(19%) D+L _L OF Shear 425lb 6'11 1/4" 2538lb 0.168(17%) D+L LL PAUL W. C LL Defl inch 0.017(U4196) 9'6 11/16" 0.203(U360) 0.090(9%) L _L WANSON x' TL Defl inch 0.020(U3642) 97 1/4" 0.305(U240) 0.070(7%) D+L _L O ?TRUCTURAL, Design Notes o9 9+� 3 34O 1 Girders are designed to be supported on the bottom edge only. +9�c� iY1$T�p` \��4 2 Multiple plies must be fastened together as per manufacturer's details. QNAL 3 Top loads must supported equally by all plies. n 4 Top must be continuously braced. 5 Bottom must have sheathing attached or be continuously braced. 6 Lateral slenderness ratio based on single ply width. 0 Z 0 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 2-8-0 Top 10 PSF 40 PSF -0 PSF 0 PSF 0 PSF Porch floor t Manufacturer Info 3 o This design is valid until 10118/2022 P,�' Version 19.80.180 Powered by iStructl C S®I onnw aeeiux aa!ta Client: Eddie Silva Date: 6/3/2020 Page 3 of 4 risDesign Project: D'Angelo Residence ,. Input by: Address: 385 Shootflying Hill Rd,Centerville, Job Name: 6129 MA Project#: B3 Versa-Lam 3100 2.0E 1.750" X 7.250" 2-Ply - PASSE Level:LI 1 JS �.w- �,..� «, _ 7 1/4" 1 SP 2 SP 3 SP 6'4" 16'6" H3 1/2" 12'10" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASO 1 0 201 273 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 581 790 0 0 Deflection LL: 360 Load Sharing: No 3 0 209 284 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. 1 -SP- 5.500" 5% 201/294 495 L_ D+S 2-SP 3.500" 20% 581/790 1372 LL D+S Analysis Results 3-SP 5.500" 5% 209/303 512 _L D+S Analysis Actual Location Allowed Capacity. `Comb. Case Neg Moment -826 ft-lb 6'4" 9634 ft-lb 0.086(9%) D+S LL Pos Moment 530 ft-lb 10'5/16" 9634 ft-lb 0.055(6%) D+S. _L Unbraced 530 ft-lb 10'5/16" 9634 ft-lb 0.055(6%) D+S _L tvil,OF s Shear 581 lb 611 1/4" 5544 lb 0.105(10%) D+S LL PV LL DOinch 0.007(U9789) 3'13/16'. 0.198(U360) 0.040(4%j S L_ pAUL W. � >WRNSON TL Defl inch 0.011(U6391) 211 15/16" 0.297(U240) 0.040(4%) D+S L_ STRUCTURAL rn Design Notes T w o 9 No.35334a 1 Girders are designed to be supported on the bottom edge only. 90��CRSTEP� 2 Multiple plies must be fastened together as per manufacturer's details. �\ 3 Top loads must be supported equally by all plies. SS/�A}AL�H 4 Top must be continuously braced. J/J► 5 Bottom must have sheathing attached or be continuously braced. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 3-6-0 Top 20 PSF 0 PSF 30 PSF 0 PSF 0 PSF Porch Roof Self Weight 7 PLF Notes chemicals 6.For Bat roofs provide proper drainage to prevent Manufacturer Info ding Calculated structured Designs is responsible only of the Handling&Installation pon Boise Cascade Wood Products q structural adequacy of this component based on the t.LVL beams must not be M or drilled PO BOX 2400 6 `9 design criteria and loadings shown. It is the 2.Refer to manufactures product information responsibility of the customer and/or the contractor to regarding installation requirements, multiyy White City,OR 97503 ensure the component suitability of the intended fastening details,beam strength values,and code (800)232-0788 application,and to verify the dimensions and loads. approvals www.bc.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-1040 1.Dry service conditions,unless noted otherwise 4 Design assumes top edge is laterally restrained 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at bearing points to avoid lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct- C01 Q'uI bU15 3llLp Client: Eddie Silva Date: 6/3/2020 Page 4 of 4 risDesign Project: D'Angelo Residence Input by: Address: 385 Shootflying Hill Rd,Centerville, Job Name: 6129 MA Project#: B4 SP #1 ND 2.000" X 8.000" 2—Ply — PASSED Level:Level 1' 1 El 1 SP 2 SP 7'4" H3 7'4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor, Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 197 49 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 389 97 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 3.000" 6% 49/197 247 L D+L 2-SP 1.500" 23% 97/389 487 L D+L Analysis Results _ Analysis Actual Location Allowed Capacity Comb. Case Moment 653 ft-lb 4'3 1116" 2409 ft4b 0.271(27%) D+L L e� Unbraced 653 ft-lb 4'3 1/16" 2409 ft4b 0.271(27%) D+L L N OF Shear 359 lb 6'8" 2538 lb 0.142(14%) D+L L O PAU! CyG ILL Defl inch 0.035(L/2456) 3'10 5/16" 0.236(L/360) 0.150(15%) L L SWANSON TL Defl Inch 0.043(L/1965) 3'10 5/16" 0.354(L1240) 0.120(12%) D+L L p ,TRUCTURAL y Design Notes o9 9 No.353 4 Q. 1 Girders are designed to be supported on the bottom edge only. O 1S TrC.Q` �. 2 Multiple plies must be fastened together as per manufacturer's details. SS'ONAL 3 Top loads must be supported equally by all plies. 4 Top must be continuously braced. 5 Bottom must have sheathing attached or be continuously braced. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tapered Start 0-0-0 Top 0 PLF 0 PLF 0 PLF 0 PLF 0 PLF • r End 7-4-0 40 PLF .160 PLF 0 PLF 0 PLF 0 PLF Manufacturer Info 6�29 5oF5 This design is valid until 10/18/2022 Version 19.80.180 Powered by i5truct- CS®I nll iL9aaw uesi,x 9 § t _ �. "'x�,� r r.+,t g�` '+ham` X�m�i'd`'�, � ��• � �� � 'rtVs x ��i� - t �. ��i � .,, ,t Y f `o r � . ° tom VI a t ,wi�,� H F e , AS W9 fXtdw p Y5 .. iq�y�'®. v,i "a'(.sy�}� - {''k•46 ' xT`�`t j}r*Wfi'mYq `R, �'§"" Pdu"� "' h. s •�^ �` b ''S+ v�'^'' z. x � A d.z'i"a'.�-.p'_� 'x116'a = ° .. Y r d ay, V ' >:ai,,K'rw ��"rA ,^ •, 0%. Vj - y9 ;. y} �$ . .3`> v Pr d•, �5�114=SF�.$ 1 " �t• f 'k A" 'a, yP.. 5 - -3 ''•, °'r 5� } t. '01 *F kW. IN &p t a '3^ Z a y 5 aMs P L A5 �.Svs: #if A . z„• &4 b' ` �, k& }.;s M` :: ',�'. s,�t ' y 's $' ' r `sp`*;- �*,. v 3kr 'S:�'�0. +p1 .�'rC `t'^r" f.k a a r 04 Z - M `fig a ,.'V 1 w T �ax ": k'-f—tp f146- IMF A �'3 y'Mr r,�` �- ;mc:"` �,":� �� •+�r"c ¢¢Sb'_� Ea' .ro ,�' :g�p.����"rfi.3;�'v � � _ ,� 4 {*.� t s z�. � �-��2 a''', ��, n+"' �8 �' � "q,x• ..� '�' '-�'-vF'$�,° .k'" �sg `� ° ` 15i.t�ir3 r = � ,», � # a,a.r -a•� �.d t. `b t '�P� & _ �.s `'�s ka �. `y�'` �' � +#` f ilk p gar p wy tir amp, ;a ;� s � .�f ar e a�-� �_ �•y-? a .,a �`v .k>.* w y �a.x �`G°$",.t• '#" �.:` s�' �, - ,�e^ #e �.at x a ,� �• -� h $•pYr aT..- ,s•. "� r.°w "a 4;��; �'� � r a 4a3'x rx x.•:` a� -fit 'as n v"� E+w '"`9'�' n a x 'i° f `", r r1 k t,,. .' `s. �` .✓^ '6i i ti s a r Ti " x • . a�,a.( x�' ��r:• yv tf :x` 9 _�. r 1 ,��Ks ,u x.._ �-r3 �.. �x, •>a'�'=s�r +aat- -£ ,q Ir�_� w�"'P�y� "rf 8 x a �N F " �Yq�.� t•+ 5< � }a - "'� ��6a�pYR "g : ^2 �" p$ �` •. ,A 11 r ,,.�, 't, *'"� � A t Jp A.4� ta�#e ♦ Y sx. Y � ��"tn r�F i` � �,3��+�. >��� �' ." m. �."`"�,� E4*P H�"�� '�'z ' . t. . r , T Application Number........................................... Section 9- Construction Supervisor Name ' 4V TV452'6 Telephone Numbei J'���' ��3 2 6do Address „ g---City� 44 State Zip c— 4 License Number C5M Ql� � License Type 7/-::2 Expiration Date 60 � 9 d erl ,4A Contractors Email e ' , ` Cell # � I' I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code: I understand the construction inspection procedures,specific inspections and documentatio required by 780 CMR and the Town of Barnstable.Attach a copy of your license. =% ' Sign � �� Date Section`10—Home.Improvement Contractor • ` Name ��` / W � Telephone Number � � IoLO Addresses City State, Zip Registration Number T '7 J _Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentatio ed by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Si gna Date'ark Section 11 —Home Owners License Exemption Home Owners Name: w Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANTSIGNATURE. Signa t�/ 4,1� Date Print Name3w1� Telephone Number E-mail permit to: 4ASPrr�u Last updated: 11/15/2018 Section 12 —Department Sign-Offs .b Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department '❑ Conservation ❑ sR. i For commercial work,please take your plans directly to the fire department for approval Section 13 - Owner's Authorization I, / / , as Owner of the subject property hereby authorize : : ,c to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner r date Print Name R Last updated: 11/15/2018 . Town of Barnstable Building"". . � Post This Card SoT;hat it is Visible-From hemstreetA rovedPlans:Must beaReta�ned onJ.obandthis'Card Mwst be`Ke t t R:lAhlV:li'eBit, �� •�». .mac,:; � 5 r," � tad zay. , G. M" PostedUntil�nal ins econ HasBeen Made _, ` w. Permit R Wheaef 'Certificate of Occu'anc"`�s Re u�red,suchBuildm u hallNot be Occu ied wnt�l aFinai Ins ection has been,made "►.. Permit No. 13-17-2995 Applicant Name: William McCluskey Approvals Date Issued: 09/05/2017 Current Use: Structure Permit Type: Building-Insulation-Residential. Expiration Date: 03/05/2018 Foundation: Location: 385 SHOOTFLYING HILL RD,CENTERVILLE Map/Lot 214 059 Zoning District: SPLIT Sheathing: Owner on Record: D'ANGELO,VALDINEI � � ContractName: WILLIAM J MCCLUSKfY framing: 1 Address: 385 SHOOTFLYING HILL-ROAD Contractor Uceme CSSL-.102776 2 CENTERVILLE,MA .02632 £st�ProjectCost: $3,100.00 Chimney: Description: Add R-33 cellulose to the attic.Air seal the attic planew th expanding Permit Fee: $85.00 foam.Generalweatherization Insulation: fee Paid= $85.00 Project Review Req: Add R-33 cellulose to the attic.Air seals hie attic plane with °Date 9/5/2017 Final: expanding foam.General weatherization r Plumbing/Gas r Rough Plumbing: az Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work a Ahoraied by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicatiotLlj n and the approved construction document'ifor wMch this permit has been granted. All construction,alterations and changes of use of any building and structures shall, a in compliance with the local zoning by taws and codes. Final Gas: i �Y This permit shall be displayed in a location clearly visible from access street or.;roacir nd shall be maintained open for;public inspect�on for the entire duration of the work until the completion of the same.. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesaby the Suild�ng a d fire O icialsare provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work: x i.Foundation or Footing ri Rough: 2.Sheathing Inspection 3.All fireplaces must be inspected at the throat level before.firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. final "Persons contracting with unregistered,contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site _ Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable N� RXECE�IP�� .4. 200 Main Street, Hyannis MA 02601 508-862-4038 i61t► Application for Building Permit Application No: TB-17-2995 Date Recieved: 8/30/2017 Job Location: 385 SHOOTFLYING HILL RD,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: D'ANGELO,VALDINEI Phone: (508)280-7433 (Home)Owner's Address: 385 SHOOTFLYING HILL ROAD, CENTERVILLE,MA 02632 Work Description: Add R-33 cellulose to the attic. Air seal the attic plane with expanding foam. General weatherization R .Z Total Value Of Work To Be Performed: $3,100.00 = cn Structure Size: 0.00 0.00 i r;::0.00 w Width Depth Y Total Ar a I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. , I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued;it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications..All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 8/30/2017 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $3,100.00 Date Paid Amount Paid Check Nor CC# Pay Type Total Permit Fee: $85.00 8/30/2017 $35.00 XXXX-7 XXX-XXXX- Credit Card 0299 Total Permit Fee Paid: $85.00 8/30/201Y7 _ $50.00 X3CC{-X3o{Y-X7OC{- Credit Card 0299 Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 y� 10/23/17 Thomas Perry CBO o `� Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 17-2995 Dear Mr. Perry This affidavit is to certify that all work completed for 385 Shootflying Hill Road, Centerville has been inspected by a third party Certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey .CommonWealth of Massachusetts Sheet Metal Permit map reel Date: } NOV 21 2011 ` p Permit#(9 — 46 Estimated Job Cost: $ 9 Permit Fee: $ Plans Submitted: YES N. O P ans viewed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: Name: fil Ain. Name: Street: i I 0&/`t,u GI S �� Street: a �a City/Town: fia -YU A f'rn '_"City/Town: 7 c�Telephone: qd Telephone: ` didD-" 1 Photo I.D. required/Copy of Photo LD. attached: 'ES " NO Staff Initial J-1/M-1-unrestricted license J-2/Ill-2-restricted to dwellings 37stories or less and commercial up,to 10,000 sq. ft. /2-stories or less Residential: 1-2.fami1y_)L 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: Renovation: HVAC ;Metal Watershed Roofing Kitchen Exhaust:System: Metal Chimney/Vents Air'Balancing Provide detailed description of work to be done: CZYiyt r'd- I 3 601 OCV b"'✓ acc WA oZton HIC T / Cyr c�, jlvoY CL y-en(aC.-C d2(j �vr�►G �c (QYl ��� . Iro�or 601CUu y `n -F 2tyr /T/lam V/f /1 AIS-t T t AD( "if W:l� �jc.. ±Y ck Cc a- o— N 4 eA 5 h 0 Ka Y ... 6 s ph k � � C x - y kl - \ �, -- to Dai =e F 4 Page 1 Residential Heat Loss and Heat Gain Calculation 11/16/2017 In accordance with ACCA Manual J Report Prepared By: Braga Bros. Plumbing & Heating Air Conditioning For: Valdinei DeAngelo 385 Shootflying Hill rd Centerville, MA Design Conditions: Cape Cod Indoor: Outdoor: Summer temperature: 68 Summer temperature: 90 Winter temperature: 75 Winter temperature: 0 Relative humidity: 55 Summer grains of moisture: 100 Daily temperature range: High Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 1,810.6 sq.ft. 33,318 12,904 46,222 87,206 (4tons ) First Floor 18,165 8,183 26,348 56,584 All Rooms 905 sq.ft. 18,165 8,183 26,348 56,584 Infiltration 5,562 7,033 12,595 24,195 -Tightness:Avg.; WinterACH: .8 ; SummerACH: .4 Duct 0 0 0 5,144 -Supply above 120; Enclosed in unheated space; R-6 People 5 1,500 1,150 2,650 0 Miscellaneous 1,200 0 1,200 0 Fireplace 0 0 0 3,982 -Average-glass doors, damper Floor 905.3 sq.ft. 0 0 0 10,592 -Over unheated basement; Hardwood or tile; No insulation S Wall 181 sq.ft. 336 0 336 1,222 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 34 sq.ft. 1,319 0 1,319 1,265 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 34 sq.ft. 1,319 0 1,319 1,265 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 35 sq.ft. 397 0 397 1,444 -Wood; Hollow; No storm W Wall 186.4 sq.ft. 346 0 346 1,258 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Page 2 Valdinei DeAngelo 11/16/2017 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Window 8.8 sq.ft. 641 0 641 327 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 8.8 sq.ft. 641 0 641 327 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. N Wall 266 sq.ft. 493 0 493 1,796 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 10.5 sq.ft. 250 0 250 391 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 7.5 sq.ft. 178 0 178 279 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. E Wall 153.2 sq.ft. 284 0 284 1,034 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 8.8 sq.ft. 641 0 641 327 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor 42 sq.ft. 3,058 0 3,058 1,736 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Second Floor 15,183 4,758 19,941 30,748 All Rooms 905 sq.ft. 15,183 4,758 19,941 30,748 Infiltration 2,854 3,608 6,462 12,414 -Tightness:Avg.; Winter ACH: .8 ; Summer ACH: .4 Duct 723 0 723 2,795 -Supply above 120; Exposed to outdoor ambient; R-8 People 5 1,500 1,150 2,650 0 Miscellaneous 1,200 0 1,200 0 Floor 905.3 sq.ft. 0 0 0 0 -Over conditioned space N Wall 263.2 sq.ft. 488 0 488 1,777 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 6.8 sq.ft. 162 0 162 253 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 7 sq.ft. 167 0 167 260 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 7 sq.ft. 167 0 167 260 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. I a f Page 3 Valdinei DeAngelo 11/16/2017 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) E Wall 190 sq.ft. 352 0 352 1,283 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 7 sq.ft. 510 0 510 260 - Double pane; Vinyl frame.; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 7 sq.ft. 510 0 510 260 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. S Wall 228 sq.ft. 423 0 423 1,539 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 28 sq.ft. 1,086 0 1,086 1,042 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 28 sq.ft. 1,086 0 1,086 11042 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 197 sq.ft. 365 0 365 1,330 -Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Window 7 sq.ft. 510 0 510 260 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 905 sq.ft. 3,080 0 3,080 5,973 - Under ventilated attic; R-11 (3 -3.5 inch); Dark Whole House 1,810.6 sq.ft. 33,318 12,904 46,222 87,206 (4 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. - . iRfBamstable- S R eguli i MneaBdB. r a �gce8q. :syq e Phoka# F G attar;i31efrir' 1��e�lc�ing;IDxvi�iau ,, _ - w r9 �IulldtagCommiesloner ZAW oo Mein$ ec+�`x3Yannis;NlA:tt�bti wwvcw.town.barustalile Wa ns p R Office: 5OS-862-4038 Amer bust c��nslet 4 andgi "Sectiots " As Owner of the subject property hereby a [ :Q p uthottze CG ,� .a T. 7 �J l t n mp,behalf; ° . � to a o in all matters relative to woik'autiiorized by this builcT iig pezri it A , u K�. � � m p ry - 3, 4t, 0 A, A A' ' Pooh ienoce and alms are the tesp n b lit of the app ca t l�omis are not to be SIed be#or,femc�is sn�stalled and.poois'atet �A0;'b�_ . < utinied u ata1'ali final inopelddons,ar per£ot ed ata l,ac ptecl. pp 3 rJO .X �y r Stgaatuxe of Qmnex Szg atute,Of Appltcaflt ' p tiv . , F ? hnt'Natrie :Px�t7t Name Y k: - «'� sa .. r '<'i ✓a. r +: ' n"." .fir', - , bite . . ,: rye ;� Q:Fd}?M3:OWN RP RMtSSION"POOLS-A 4, a Q . M °, .. . . f ._. HOME ENERGY RATERS � n BUILDING PERFORMANCE TESTING. Duct Leakage Report 385 shoot flying Hill rd Test Mode 378*SN�b8-q41VA4 Oj Centerville Pressurization 9101 �r Nbr 01/10/2018 Test Pressure Braga Brothers 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis EM Total CFM@25 Or Total Duct Leakage Percentage 67.00 0.04 Total Square Footage 1872.00 Maximum Allowable Leakage 74.88 HVAC Duct Test Location - S ft Served m Rin _ a „CFM 25 _ Gau a Duct LQaka a Attic 1872 C 67 0.04 z � 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered byc9ocanvas www.00canvas.com D882D260-F1AC-433D-AC66-C672C513589F .�,' Town of Barnstable V4 ?( Regulatory Services c� Richard V.Scali,Director "''' ` °"AS& Building Division s6 q. 0 �ptfvr3�e�°� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 V www.town.barnstable.ma.us Office: 508-862-4038 Fax�S0�8=790-6230 PERNIIT# "�(� '�Q� FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less- 8:5 -5kcci I Y i de) c�lm�RVII(� Location of shed(address) Village \till0 'jjV i O'A1VCrI � � 33 Property owner's name Telephone number is Size of Shed Map/Parcel# )nod� r\A- 0",t/6 03 Y 1L267 s Signature Date- Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old Mug's Highway. Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-41:30 PLEASE NOTE: IF YOU`ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BEACCOMPANIEDBY A PLOT PLAN Q-forms-shedreg REV;040914 'p-,.s ►,tip .�'� ' ---- -- --- r 30 l' „r / -S 0 0 F S Z c2 7,17 3 . Y q 2 Z R ' , ! `ri r p Fvu�i9i}rion/ mp J r.' F y rr� y N ' -56 4,1 /f R = p 3 .44 73 N •z. 4.7 .pO ik , ry: XLb Rul 71 7 N No.Il : 009 Q ;i �No suRv��. 4 ' CERTIFIED •PLOT PLAN, oT . z -607FLy/�1/C / E'W CONSTRUCTION ONLY t C'GN� -2✓� L� 6 "SOP -OF FOUNDATION . IS FEET IN A`�OVE LOW POINT OF ADJACENT BA 9 h 5 fA 4,NAtt ROAD: r . F SCALE: ' 40 DATES j L DREDOE ENGINEERING CO.IN 1��4eCc' ' I CERTIFY ,THAT THE Fovrl/D�4�'rvr�/ CLIENT SHOWN ON THIS PLAN IS LOCATED EGISTERED REGISTERED CLVI,L, LAND JOB Nd-,.7 OS"S ON THE GROUND AS INDICATED AMD - '' h ENGINEER SURVEYOR DR.BY: �'�'��' CONFORMS TO THE ZONING LAWS- h .°t . 3 - 7 O�F 'BARN ST�ABL`E' , ASS�. CH BY:.3N0. ,AAIN ST 2 7 T TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 Parcel dS Applicatio Health Division Date Issued �s Conservation Division Application F Planning Dept. Permit Fee Ul Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address L RiLL Village L ��:JL V f[� Owner ton AddressA'Yt/L� Telephone���) C) Permit Request �!AASR 8�� � V �1 4recJ41, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed . Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �if No On Old King's Highway: ❑Yes X'No Basement Type: P Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) '� Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: J `existing _new Total Room Count not including baths): existing new irst Floor Room Count ( 9 ) 9 v�C®/N Heat Type and Fuel: ❑ Gas ),Oil ❑ Electric ❑ Other Ca pip T. Central Air: ❑Yes No Fireplaces: Existing New T 4 sting o d/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ newOls�i�bQ BarnN existing ❑ new size_ q� Attached garage:' existing ❑ new' size _Shed: ❑ existing ❑ new size _ Oth9r�gR Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review.# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � Telephone Numberl�pb) C�6 0 3 0)- %.� Address � �� ,��i�4 2 ( j License # �f,s (� m - m A o,26 �-3 Home Improvement Contractor# Email g,610 I / (w/ � �I�j�_ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE L ' FOR OFFICIAL USE ONLY APPLICATION # s DATE ISSUED t MAP/ PARCEL NO. ADDRESS VILLAGE M ,OWNER 1 DATE OF INSPECTION: f FOUNDATION '. i FRAME 6 !o INSULATION tr FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL .GAS: ROUGH FINAL FINAL BUILDIN 4 x f DATE CLOSED OUT ASSOCIATION PLAN NO. t �"MET Town of Barnstable Regulatory Services • F b • KA M �. Bich2rd P.Sc a i,Dn-mbr BuR img DivWon TamPerry,Bm1rHmg Coadsdaner 200 Main Stc,eei;ayaams,MA 02601 W WW towbarnstabl�ma.IIs office: 5094624038 Fa= 508-790-6230 Property Owner Must - Complete and Sign This Section If Us ing A Builder as Owner of the subject pzoperiY heml�par�b°size to act on mybebal& in all matters mh iye to work authorized bythis building permit applGimtinn for. , (Address of Job) -17-'-Poolfences and alarms are the responsibayof the applicant Pools are not to be fed or utilized before fence is installe all final inspections.are performed and accepted.. i Tre of Owner S• plicaut Print Name Pii=Name d'2 z16 Dare . jW 'down of Barns-fiahlc� Regdatory Services ro�y� Mchard V.Scafl,Dsecfor , $�dmg bi�ian . t Tom Ferry,Building CoMM==ner 2Q0 Mafia Sire Ef�-�MA 02601 QED MF wYe w inwa.barrria�Tr Office: 509-962-4038 Fa= 509-790-MO `� - HA3�OW1�LiCE�EST�'IION !i •PI=serrint ]>AT& JOB LOOK- ' har=ph®c# wa3cp5omc# . 7 CQRp=.IAUMU ADDRESS: -- , zip rD& I-bZ c-**TTpnt exempfion for`%omeowners"was amended to include owner-occupied ftr- mes of six milt or less and to allow home:ovm=s to engage an individual for hirewho does notpossess a lic=q,ptovided that tha owner acts as supervisor_ DET NP ON OI=HOItMAWNM F ets(>n(s)who owns A.parcel of land on which hdshe resides or intends to residr.,do which.there is,Cris intended to be,a one or two- �y dwelling,. welling,aff-A chtd or detmhed stactures a cccssory to s=h use and/or farm sftu tnres_ A person who consfmcts m=than one hma in a two-ycar period sbaU not be cmu idw:d.a.homcoYznm Such°homcownceo.shall submittn fe Bm7ding Official on a faun acceptable the$-lrrTn Ofuial,that a sh hclshall be respanmlle for all sorb wccic petfazmed mmdP iim bmlding p it (Section 109.L1) The tmdea igned-hozaeowner' respansrxbs`li y for rompIiance w&the SfaiE Big Codz and office 21plicab1e codes, bylaws,rules and refit T, mums - 'Ibe undersigned=homcownm-=t[Ees i hathelshe ids the Town ofBam le Bml&g Depmtn=tminimmn inspection procedures andrmFEmm=13 aadtathe�lsbawill.Comply vwifi Said procedntrs andrmp:irernc ts. • SigmdnreofHemeo-ears Approval atBrOdingOlficial Note_: three-family dwellings canfakdhg 35,000 cubic feet or loges wMbe regnu'edfn comply withtba Sfiair Bm7dbg Code Sedian 1[27.0 Caristra n CM&CL - $on�owrzi�•s mx TIhe,Code s f d3!s that aAny homeowner performing work for which a bui11 i permit is reguired shall be exempt from the provisions of this section(Section 109-U-Licensing of coastruciion Smpervisms),provided that if fie homeowner engages a persoaos)for Tore to do such work,that such Homeowner shall act as supereimr." Many homeowners who use ffiis encmptina are tmaware•ffiatffiey are asg=3i,9 ffie responsr7bilities of a 5aperPisor (=Appendix Q,Rules&Regulafmns for Li=smg ConsfracdDit Supervisors,Section 2.15) This lack of awareness of= results in serious problems,parflcuLuly when the homeowner hires m icensrd persons. In this case,our Board cannot gro=cd against the, ceased person as it wmdd wife a ficiused Supervisor_ The homeowner acing as Supervisor is vIumateiy respo=-Me cowunifies as art of the To ensure Sxat fhe homeowner is&ny aware of his/her r•espoasr-bmtPes,many regab e, p permit application,that tb.e homeowner criify tbathefshe nnaersfsaas fhc responsrmMtiim of a Supervisor. On ffie bwtpage of iris issue is a form enrren tly m-ed by seYeral towns. You may caret amend and adopt such a5rmf6ertificaflon for use in your commmmity. Revised 06U 13 Town of Barnstable �TNE rq�, Regulatory Services Richard V. Scali,Director „M„S.,B Building Division BARNSTABLE MASS ...VAR,VARE•amrxvnu•coiiirt•inxxi s wus-5-1s-Osmvla•�s k-- i639• Thomas Perry, CBO 1639-2014 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 May 6, 2016 Fabio Pretti 38 Wendward Way.. Yarmouth, Ma. 02673 RE: 385 Shootflying Hill Rd., Centerville Map: 214 Parcel: 059 4 Dear Mr. Pretti, This letter is in response to application number B-16-1021 submitted to do work at the above referenced address. Unfortunately, the application can not be approved at this time ' because of the following: 1) The construction documents submitted do not comply with 780 CMR(State Building Code). Specifically the all insulatioif�s less than the prescriptive requirement and proper ventilation jis not shown. Please do not hesitate to contact this office with any questions. Respectfully, f y L. Lauzon " a Local Inspector jeffrey:lauzon cnie,town:barnstable.ma.us (508)"862-4034`s >. 4 1<1 oFtNE r� Town of Barnstable 67 Permit# pExpires 6 months from issue dale Regulatory Services Fee le! 16 e , q * BnaxsTABL6. 9Q 039. `0� Richard V.Scali, Interim Director �Fo MA'I a Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ^ Not Valid without Red X-Press imprint Map/parcel Number 2 (•,�, (� Property Address Shoot�yj'Y)qj ' H1*ji 10a4 Residential Value of Work$ 2 1 '35 Minimum fee of$35.00 for work under$6 00.00 ` Owner's Name&Address 3 { k 1 it �'�Q l ry in Gr. ozc3Z J '�h elo �. 0 S vec - 5dars Q*V - Contractor's Name Telephone NumberVGO-%753 -04S Z ) 'Home Improvement Contractor License#(if applicable a' Email _ 6; I-cow. Construction Supervisor's License# if applicable) c "7 S 1 r ( rr ) �Workman's Compensation Insurance JUN` 3 4 j:4 Check one: ❑ I am a sole proprietor❑ I am the Homeowner 1 l have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Ace Amarican J!-nSura,"C e 30 Workman's Comp.Policy# WJ-RC 4 t 3 Z Z S 3!q Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) NA —❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to n1A — ❑ Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) N� Re-side Replacement Windows/doors/sliders. U-Value 0.30. (maximum .35)#of windows r #of doors: AAA —❑ Smoke/Carbon Monoxide.detectors 4 floor plans marked with red S and inspections required. Separate Electrical& Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc: ***Note: Property Owner must sign Property Owner Letter of Permission.,' A copy of the Home mprovement Contractors License&Construction Supervisors License is re red.} oe SIGNATURE: 32 T:\KEVIN MBuildingChanges\EXPRESS PERM IT\EXPRESS.doc Revised 061313 I `r IIIII II II IIII III Job Number: 17340223 NOTICE TO BUYER 1. DO NOT SIGN THE AGREEMENT IF ANY OF THE SPACES INTENDED FOR THE AGREED TERMS TO THE EXTENT OF THE AVAILABLE INFORMATION ARE LEFT BLANK. 2. YOU ARE ENTITLED TO A COPY OF THIS AGREEMENT AT THE TIME YOU SIGN IT.KEEP IT TO PROTECT YOUR LEGAL RIGHTS. 3. YOU MAY PAY OFF THE FULL UNPAID BALANCE DUE UNDER THE AGREEMENT AT ANY TIME,AND IN SO DOING YOU SHALL BE ENTITLED TO A FULL REBATE OF THE UNEARNED FINANCE AND INSURANCE CHARGES. 4. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY[FIFTH BUSINESS DAY IN ALASKA, FIFTEENTH BUSINESS DAY IN NORTH DAKOTA IF YOU ARE AGE 65 OR OLDER]AFTER THE DATE OF THIS TRANSACTION.SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. FAILURE TO EXERCISE THIS OPTION, HOWEVER, WILL NOT INTERFERE WITH ANY OTHER REMEDIES AGAINST THE RETAIL SELLER YOU MAY POSSESS. IF YOU WISH, YOU MAY USE THIS PAGE AS NOTIFICATION BY WRITING"I HEREBY RESCIND"AND ADDING YOUR NAME AND ADDRESS.A DUPLICATE OF THIS RECEIPT IS PROVIDED BY THE SELLER FOR YOUR RECORDS. 5. IT SHALL NOT BE LEGAL FOR THE SELLER TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE PEACE TO REPOSSESS GOODS PURCHASED UNDER THIS AGREEMENT. NOTICE TO MASSACHUSETTS RESIDENTS ONLY In addition to the Notice to Buyer shown above, Massachusetts law requires that contracts for home improvement wcrk state that all home improvement contractors and subcontractors shall be registered and that any inquiries about.a contractor or subcontractor relating to a registration should be directed to: Director,Home Improvement Contractor Registration P.O.Box 871 Taunton,MA 02780-0871 Telephone:(508)821-9375 Please note that owners who secure their own construction-related permits or deal with unregistered contractors shall be excluded from access to the Guarantee.Fund. Notwithstanding any other language in the contractor associated documents, Sears will not remove, replace, or install any heating or air conditioning system, or any portion thereof, if asbestos or asbestos-containing material is known or likely to be present in that heating or air conditioning system,or any portion thereof, If it is determined or reasonably suspected that asbestos is present,either before commencement or during performance of the work, it shall be the customer's responsibility to select, retain and pay all costs of a Division of Occupational Safety ("DOS") licensed Asbestos Contractor to remove all asbestos or verify that none is present in the components involved in the job. If the determination or reasonable suspicion of the presence of asbestos arises after Sears has started the work,Sears will immediately cease performing the work until a DOS licensed Asbestos Contractor, hired by the customer, removes all asbestos from the components scheduled for repair or replacement in accordance with 310 C.M.R.7.00 and 453 C.M.R. 6.00 or verifies that none is present. By signing the contract the customer agrees that it understands the above. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES 06/19/2014 06/19/2014 Customer's signature Date Customer's signature Date Accepted by Sears Home Improvement Products,Inc.("Sears")on 06/19/2014 by: Date Management Representative SW1-MA (Dig.) Rev 08/13/12 Page 3 of 3 10/1.2/2012 12:56 17814712578 p=?ST&4 SALES PAGE 01101 WCW E LA 4 s sar,ec+IM11 Omble Hung_WIAdGw I T 4rKai«4rMwln,lur - ,VINYI FUME<.MiAlloo? £EAll _ fle,y':awtl'� i . � VAfne>d Slider Vtlnata.r r , CPD:WCJd M '47 00025`:DQG01 I ENECiGY PERFbkM'ANCE RATINGS U—Factor(U.S.A—P) Sbtar Heat GaInCgeiticiert — ADDITIONAL PERFORMANCE RATING ftibla Tra'ismillance (� A - hehptaulura,dlralaia tkat then nueaa Aasl:tol iC,aPPpeaD:n W. Aracedur4atA Oe'amrI41hd Z' proddU Ait!prf^allea hfA4 laSlAap a;eset+wsrvinrd lm+.Ix4a as�enrlreamanlal'CApdhknaslOA - IdAt1T.PrmfurJ ma.NCRL.tlen Aat intGtlAMA shY mil "d ACna apl wam the uhrhlihy 4=aqf - paw tvnysparlmun ituh.mmo "w"tm"tuIt III @ha,p oIdu.,'pmtenreta N•ArmanAp. mr•rn(rr aB t w In All,0 Design pressure:+951—35 Maximum Size:40 8.6a a FBC:Nona Testing Standard:AAMMIDMAlCSA.10111521Aa4Q-05 Twit Lob:ARVITECTURAL TESTING INC,: `t i L4U� tee, ) T Town of Barnstable *Permit# Expires 6 months rQr issue d Regulatory Services Fee • snaxsrABM « v� 1 $ Richard V.Scali,Director ATFD��p ' Building Division . Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY u Not Valid without Red X-Press Imprint Map/parcel Number g.t 4 0r Property Address 30 5 S 6__j v i 0Q 1 I' Y ❑ Residential Value of Work$ 300 . Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address , Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance ��ESS ��� 0T Check one: . I am a sole proprietor I am the Homeowner 4 2014 ❑ I have Worker's Compensation Insurance Insurance Company Name TMOFBARN` BLE Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side Qr Replacement Windows/doors/sliders.U-Value�J&�j 5-OA Aaximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation;etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Q&9.� QAWPFILESTORMS\building permit forms\EXPRESS.doc . Revised 061313 r� Town of Barnstable Regulatory Services ; P�opT TOiyp Richard V.Scali,Director Building Division * STAB Tom Perry,Building Commissioner crass. 039. � 200 Main Street, Hyannis,MA 02601 �prEO""AY A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION r _ `l _ Please Print DATE: 1)10C� JOB LOCATION: N ) G� . cenyecU Ile \number ( street (� village •`HOMEOWNER": VQ 6kk ) .1 name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units of less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides.or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building ep rmit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible: To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities)of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Pv u� O� s * * * * BAFiNSTABI.E. ,�� Town, of Barnstable pjE p�y A Regulatory Services Reichard V. Scali,Director l/uilding Division Thomas Perry,CBO Building Commissioner 200 ain Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ' ! Fax: 508-790-6230 Property Owner Must C m ete and Sign This Section Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative t work authorized by this building p t application for: (Address of Job) Signature of Owner Date Pt n f ame If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPHLESTORMS\building permit forms\EXPRESS.doc Revised 061313 Town of Barnstable Regulatory Services Thomas F.Geiler,Director, EL Building Division FA �f � , DT L AE 165 Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 i;' PH www.town.barnstable.ma.us Office: 509-862-4038 Fax 508-790=6230,, Approved: Fee: 3e 4,-O Permit#: HOME OCCUPATION REGISTRATION Date: Name. Phone#: G y� - Address: V 1 G .. Village: Name of Business: d Gl�o, Type of Business: C i�Qa ? Map/Lot: INTENT: It is the intent of this section to allow the residents of the TO`-!nl of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of die Zoning ordinance,proNided tha the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The actiiaty is carried on by the permanent resident of a single fare ily residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling w4iich are not customary it residential buildings,and-there Is no outside evidence of such use. • No traffic will be generated 'ill excess of normal residential volumes. • The use does not involve the production of offensive noise,.Nnbration,smoke,dust or'other particular.matter, odors,electrical disturbance,Beat,glare;humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any heed for parking generated by Gsuch use shall be met on the same lot containing die Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on die same lot containing die Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. •, If die Custonniiuy Home Occupation is listed or advertised as a business, thee street address shall not be included. • No person shall be employed in the Customary Home Occupation virlio is not a permanent resident of the dwelling unit. I, the undersign have read and agree with tine above restrictions for my home occupation I am registering. Applicant: Date1zLrR) Homeoc.doc Rec.01/3/08 i YOU WISH TO OPEN A BUSINESS? ti Information: Business Certificates cost $40.00 far 4 years. A Business Certificate ONLY REGISTERS THE BUSINESS x, FFoiour Info obtain the necessary must first ob erat e. You mu t ' Sion too ) - does not give you, permission p sc it d Y in town which you must do by M.G.L. g L. 367 Main Street, E ( Y tures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerks Office,.1 F , nis,�MA 02601 (Town Hall) and get the Business Certificate that is required by law. Fill in please: Date: APPLICANT'S NAME: �GQ YOUR HOME ADDRESS: 13 , 14t BUSINESS TELEPHONE HOME TELEPHONE#: 5� ;. D# s F I NAME OF CORPORATION PE OF BUSINESS • a TY NAME OF. NEW BU,S,INESS ' `�. IS THIS-A HOME-OCCUPATION. O 3 o MAP/PA RCELNUMBER7i�y C7� (Assessing), ADDRESS OF BUSINESTown ond r of the S al thins you must do to be in compliance with the ruleM ons When starting a new business there are sever aan St.e(cornier of Yarmouth Rdf Barnstable. This form is to assist you in obtaining the information you may need. You MUST GO TO 20O. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in town. .. 1. BUILDING C MISSI NER'S FF Ebusiness This indivi ual a en i or d o an permit requirements that pertain to this type COMPLY WITH HOME OCCUPATION Aut_orized igna _ re** RULES AND REGULATIONS: FAILURE TO.COMPLY MAY RESULT IN FIN S: COMMENTS: U + ll l dim S 2. BOARD OF HEALTH This individual een inf ed o he p rrrlit re a ents that pertain to this type of business. M Authorized nature** MUST XMP LYWIT14 A' COMMENTS: , .MATFIZIALS R1=G!!I Arm, 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) - This individual ha fen iry(drm d of the licensing requirements that pertain to this type of business. Authorized Signature*' COMMENTS: John E. Newton TELEPHONE:T75-1120 Wire Inspector EXT. 163 TOWN OF BARNSTABLE INSPECTION DEPARTMENT TOWN OFFICE BUILDING HYANNIS, MASS. 02601 TO: Health Department FROM: Eugene Pelkey, Deputy Wire Inspector �)�✓: RE: 385 Shoot Flying Hill Road, Centerville DATE: September 17, 1993 On September 15, 1993 I reinspected the dwelling located at 385 Shoot Flying Hill Road, Centerville. My first inspection was made on July 23, 1993. At the time of my September 15th inspection there was no cover on the electric baseboard in the dining room and first floor appliance room. Second floor bathroom has electric baseboard heat that has exposed wires. The Town of Barnstable }'"'.::A" ; Inspection Department i619. Al 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner TO: Joseph D. DaLuz, Building Commissioner FROM: Richard R. Bearse, Building Inspector RE: A=214->A�.9 Tenant: Barbara Ferris 385 Shoot Flying Hill Road, Centerville DATE: August 16, 1993 An inspection was made of the above referenced property on August 6, 1993. During my inspection I found no Building Code violations. The smoke detectors were checked by the electrician during the inspection. Records on file indicate that a Certificate of Occupancy was issued on December 6, 1979. The Certificate was signed by all department inspectors indicating that all Code Requirements had been met for the dwelling authorized by Building Permit #21580. I did, however, observe several maintenance items such as a cracked thermopane window, rusty electric heat covers, inoperative sink trap, a window that would not stay in the open position, .. etc. . , yoF TY ro` The Town of Barnstable )A1/7T►7LL : Inspection Department 367 Main Street, Hyannis, MA 02601 �0 YAY Y' 508-790-6227 Joseph D. DaLuz Building Commissioner August 17, 1993 Mrs. Johanna B. Dacey 100 West Main Street Hyannis, MA 02601 RE: A=214 059 385 Shoot Flying Hill Road, Centerville Dear Mrs. Dacey: Enclosed please find a copy of Inspector Bearse's report re the dwelling owned by you and located at 385 Shoot Flying Hill Road, Centerville. Peace, seph D. DaL z Building Commissioner JDD/gr enc. The Town of Barnstable i LAl WAI& i : Inspection Department � ur. 367 Main Street, Hyannis, MA 02601 7j,YAY►. 508-790-6227 Joseph D. DaLuz Building Commissioner August 17, 1993 Mrs. Barbara Ferris 385 Shoot Flying Hill Road Centerville, MA 02632 RE: A=214 059 385 Shoot Flying Hill Road, Centerville Dear Mrs. Ferris: Enclosed please find a copy of Inspector Bearse's report re the dwelling you occupy located at 385 Shoot Flying Hill Road, Centerville Peace, losepph D.t uz Building Commissioner JDD/gr enc. i I R214 059 I LOC % SHOOTFLYING RLLR CTY 10 TDS 300 C13 KEY 132485 ----MAILING ADDRESS------- FCA 1011 PCs 00 YR 00 PARENT 0 PACE , S jOHANNA MAP AREA 42AC JV MTO 2062 100 WEST MAIN STREET SPI SP2 SF.. UT1 UT2 .47 SQ F! 202 HYANNIS NA 02601 AYB 1979 EYB. 9I79 BS 1 CONST R0000 LAND 26600 MP 04900 OTHE ----LEGAL DESCRIPTION---- TRUE MKT 131500 REA CLASSIFIED OLAND i 26,600 ASO LND 26600 ASD IMP 104900 ASO OTH #BLDS(S)-CARD-1 1 104j900 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #PL 385 SHE.. FL YI LT HILL TAX EXEMPT ODE LOT 1 RESIDENT'L 0000 13000 .131500 ORR 14S4 0125, OPEN SPACE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE 04/93 PRICE 100 ORB S5391090 AFV 1 0 LAST ACTIVITY 061IS193 PCR Y John E. Newton' Wire Irispector TELEPHONE:775-1120 EXT. 163 TOWN OF BARNSTABLE INSPECTION DEPARTMENT i TOWN OFFICE BUILDING HYANNIS, MASS. 02601 TO: Donna Miorandi Health Department FROM: Eugene Pelkey, Deputy Wire Inspector / 1, RE: 385 Shoot Flying Hill Road, Centerville DATE: July 26, 1993 At. the request of the tenant, Barbara Ferris, I inspected the dwelling located at 385 Shoot Flying Hill Road, Centerville. The post light was broken. An electrical fixture on the house near the front door was hanging and broken. No cover on electric heat baseboard unit in dini n room floor appliance room. Second floor bathroom has nelectri rusty with wires showing. Wire heat baseboard that is r is s should be � covered. Another seco nd floor bathroom rusty baseboard heater that the tenant says sparks hwhen turned on. i I QUICK RESPONSE DACEY HOMES 100 West Main Street ATTENTION: DATE' Hyannis, Massachusetts 02601 a 93 (5OS) 771-4400 O Urgent ❑ Please Respond by ❑ No Reply Needed DATE: \ T0: SUBJECT: '' ........................................................... ...........•...+.J..:................. I �,a re c�e1r.�7.................................... ...... ` L_ ` AESSAGE: /LrG, -v?q(.1rC. . . . . . . . . . . . . . . . . . . . . . _ 1 _ 1. Ctt!r1.Gia�!�J. . . i j A-?w�.'1-t.. . . t� b a.�G.. . .e.�f S . . 1�c.� �hA IN.e.. : . CS.n. . . .�a-`�.5. . . 6 s.4(. C . .��f' . -►� . :o . .2e 0a..rc . .Sn�o ��-cc�aYs... . . . . . . . . . . . . . . . . . . . . . . . . . . . 2, e 2-4�� SIGNED: REPLY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: SIGNED: =ORM 1120 THE BUSINESS BOOK,Oshkosh,WI 54906 1-800-558-0220 RECIPIENT: RETURN THIS COPY TO SENDER. �i ate fey pw art 5...w.., ' '' '-frrr •r". ,,. i..-. =,u,: rr> dry`-ii �J +y +. .. r A V. &DATE ' . . �S GNEU 1« *�€', ,.. + FOflM 1120 THE BUSINESS BOOK,Oshko�;WI 54908 1-B00.558-0220 ��,,,�}'•� ��'`y�^�,�* ; +�� r °i`r ,� ' ',.,t aF SENDER: SNAP OUT YELLOW,COPYaONLY«AND FILE FOR.FOLLOW-UP,,SEND WHITE AND PINK COPIES WITH CARBON INTACT. **IF TBLBCOPY IS NOT RECEIVED CLEARLY, PLEASE CALL (508) 771-44uu-- P --EL:Voted 1989 Builder of the Year Home Builders'Association of Cape Cod ` y . I, DANIEL M. MOLENKAMP, Trustee of Dacey Family Trust, under f Declaration of Trust dated January 3, 1991, and recorded at f Barnstable Registry of Deeds at Book 7417, Page 183, for valuable 1 consideration including $100 .00 cash, paid, grant to B. Johanna i Dacey, of 100 West Main Street, Barnstable (Hyannis) , Barnstable County, Massachusetts 02601, ,� SurnnTvA.; dP MTb aT1 Land situated in Barnstable (Centerville) , Barnstable County, Massachusetts, together with the buildings thereon, bounded and described as follows : . ; :SOUTHWESTERLY by land now or formerly of James D. Lester, as shown on plan hereinafter mentioned, one hundred sixty and no/100 (160 .00) feet; NORTHWESTERLY by Lot 5, as shown on said .plan, one hundred twenty-five and no/100 (125 .00) feet; NORTHEASTERLY by Lot 2, as shown on said plan, one hundred sixty- six and 30/100 (166.30) feet; and SOUTHEASTERLY by Shoot Flying Hill Road by two courses, as shown on said plan, a total distance of one hundred twenty-five and no/100 (125 .00) feet, Containing 20, 462 square feet of land and being shown as LOT 1 on plan entitled "Plan, Subdivision Plan of Land in Barnstable (Centerville) , Mass . for Martha E. 0 jala, Scale: ,1" = 401 , July 23, 1973, Down Cape Engineering, Civil Engineers-Land Surveyors, Route 6A, East Brewster, Mass . ", duly recorded in the Barnstable County Registry of Deeds in Plan Book 275, Page 66. Said premises are conveyed subject to all mortgages, liens and encumbrances of record, including a mortgage to New World Bank, and mortgage to Daniel M. Molenkamp Trustee, by assignment. For title, see deed recorded in Barnstable County Registry of Deeds in Book 7417, Page 183 . Witness my hand and seal this j,,/ day of April, 1993 . Daniel M. Molenkamp, Tru tee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss April_- 1993 Then personally appeared the above named Daniel M. Molenkamp and acknowledged the foregoing instrument to be his free act-..and deed before me. Notary Public * % My commission expires: r- h[buhJL� I " CERTIFIED MAIL- RETURN. RECIEP,T AUGUST 26, 1993 MRS. JOHANNA...DACEY„, I have been informed by my personal - injury attorney' s ,..to inform you of. an , injury I substained at your property at., 385 Shoot Flying Hill Rd Centerville Mass., The incident occurred on August 19, 1993 at eleven-thirty inithe forenoon when the dining room window fell and guillotined my right hand and wrist, I:,was taken to the Cape Cod hospital by Centerville/ Osterville fire ;rescue ambulance. The window that fell was mentioned ina letter from the Barnstable Building.. Inspectors office dated Aug 6, 1993 when Mr. Bearse did, an inspection at your request. 'I :•am'-:hea'rby requesting the name of your insurance carrier for the property, be sent to me at the, earliest convenience to the address below. As surgeryy and p� a nl(e}ngt/hy' rlecMovery ¢isp�a result of t this injury.injury. Con LA iiy ng t 2{J 'd.:b';�L.. 4k .L l��.i� 4.i. (:i.31�:6 Gas �.!& 4�<�4.It:I en,L it. ted Thank -you Barbara Ferris �' r' f' ''f"' P Y;<,• 385 Shoot Flying Hill Centerville Ma, 02632 rt• Sv c 3. ..{ c • �:'. \ . �'' -- — ---- ------ ' ter:: .. .� ; ; . • • j.^; , cc:barn. board of health attn. Tom Mc kean barn building inspectors. attn.Joe Daluz barn town manager Warren Rutherford ' y y�{IX(t�1 The Town of Barnstable 1 fAlIf7AlLi : Inspection Department i W °� 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner TO: Joseph D. DaLuz p , Building Commissioner FROM: Richard R. Bearse, Building Inspecto RE: A=214-060 Tenant: Barbara Ferris 385 Shoot Flying Hill Road, Centerville DATE August 9, 1993 An inspection was made at the above referenced location on August 6, 1993. Tenant concerns and my observations: Rusty electric heater covers - lack of maintenance. Master bath: Trap stop inoperative - needs plumber. Dining room window will not remain in open position. check balance/maintenance. Front bow window: One thermopane sash cracked (storm related?) - Sash should be replaced/maintenance. Disappearing stairway in garage has been removed and replaced by an aluminum ladder. Garage attic not separated from house attic as required for fire separation. Garage attic/family room attic should be sheetrocked to provide fire separation. Some water and/or insect damage to trim members possibly due to poor installation or lack of maintenance. ORIGINAL BUILDING PERMIT #21580 dated 8/22/79 CERTIFIED MAIL- RETURN RECIEPT AUGUST 26, 1993 MRS. JOHANNA DACEY. , 'L I have been informed by my personal - injury attorney' s to inform you of an injury I substained at your property at 385 Shoot Flying Hill. Rd Centerville Mass. The incident occurred on August 19, 1993 at eleven-thirty inithe , - forenoon when the dining room window fell and guillotined my ";right hand and wrist, I- was taken to the Cape Cod hospital by : Centerville/ Osterville fire rescue ambulance. The window that fell was mentioned ina letter from the Barnstable Building Inspectors office dated Aug 6, 1993 when Mr. Bearse did an inspection at your request. I am' .hearby requesting the name of your insurance carrier for the property; be sent to me at the earliest convenience to the address below. As surgery and a lengthy recovery is a result of this injury. Thank -you Barbara Ferris 385 Shoot Flying Hill Centerville Ma, 02632 OFBARNSTABLE ---- ------- �C ____-- TDWN . --� � BUILDING DEPT p SEP 8 r99 ' cc:barn. board of health att-n-.--hem—M� as barn .building inspectors attn.Joe Daluz barn town manager Warren R er'fzSrd ' q M . Jj - Z TO OF BAitB�STABLE 3 V BOARD OF HEALTH ARTICLE 11:MINIMUM STANDARDS FOR HUMAN HABITATION Date Owner � lYl�/��I� ,jlJ/`�1, Tenant -- Address Address Complionce Remarks or Regulation,� Yes No Recommendations 2. Kitchen Facilities e 3. Bathroom Facilities �'y ( /• (} �J 4. Water Supply 5. Hot Water Facilities � i i/�� _ �✓ J 6. Heating Facilities 7. lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities lU. -Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal C� 16. Sewage Disposal 17. Temporary Housing _ TO WAI (71 PART II BUQDI Eu J d I Il.� � lua - I/� i 37. Placarding of Condemned Dwelli SEP �� dl,��� �) Removal of Occupants; Demoliti i9 �irl i%�-� v L ECE . , Person(s) Interviewed�� � ` �i\ Inspector If Public Building such as Store or Hotel/Motel specify here 11 I Q5 HOBBS$WARREN.IN ` I L(,, - U I, DANIEL M. MOLENKAMP, Trustee of Dacey Family Trust, under Declaration of Trust dated January 3, 1991, and recorded at Barnstable Registry of Deeds at Book 7417, Page 183, for valuable consideration including $1.00 . 00 cash, paid, grant to B.' Johanna Dacey, of 100 West Main Street, Barnstable (Hyannis) , Barnstable County, Massachusetts 02601, "AlStyntTvk% dp NMTb- aa= ;d Land situated in Barnstable (Centerville) , Barnstable County, Massachusetts, together with the buildings thereon, bounded and described as follows : SOUTHWESTERLY by lan&-A..ow or formerly of James. D. Lester,, as shown-onpan hereinafter mentioned, one hundred sixty and no/100 (160 .00) feet; NORTHWESTERLY by Lot 5, as shown on said .plan, one hundred twenty-five and no/100 (125..00) feet; NORTHEASTERLY by Lot 2, as shown on said plan, one hundred sixty- six and 30/100 (166.30) feet; and SOUTHEASTERLY by Shoot Flying Hill Road by two courses, as shown on said plan, a total distance of one hundred twenty-five and no/100 (125 .00) feet . Containing 20, 462 square feet of land and being shown as LOT 1 on plan entitled "Plan, Subdivision. Plan of Land in ,Barnstable (Centerville) , Mass . for -Martha E. Ojala, Scale: l" = 401 , July 23, 1973, Down Cape Engineering, Civil Engineers-Land Surveyors, Route 6A, East Brewster, Mass . ", duly recorded in the 'Barnstable County Registry of Deeds in- Plan Book 275, Page 66... Said premises are conveyed subject to all mortgages, liens, and encumbrances of record, including 'a mortgage to, New World Bank, and mortgage to Daniel M. Molenkamp Trustee, by assignment . For title, see deed recorded in Barnstable County Registry of Deeds in Book 7417, Page 183 . Witness my hand and seal this // d`ay of April, 1993 . Daniel M. Molenkamp, Tru tee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss April,i_j� 1993 Then personally appeared the above named Daniel M. "Molenkamp and acknowledged the foregoing instrument to be his free act--and deed before me. TDWNOFgqR BUILDINGN„TAB(E Notary r lic DDEPr My commission expires: SEP s 81 V 993, � Q V (�7 i �LU r c� JQ r,= z�f4 CD r 1 y 4V I 7�Z 0 WN OF r r c r �u v � " - !L©1NG DEPT map and lot num ......... k.,Q o� �/( I -7f %-THE ;;7 Sewage Permit number ................. ........................... STAMLE, House. number .1z........................................ ........................ MAOIL 1639- TOWN -OF BAIR [is #1 L4 BUILDING --;INSPECTOR APPLICATION FOR PERMIT TO ... ............ TYPE OF. CONSTRUCTION ...... ..................................................................................... ............ ......I TO THE INSPECTOR OF BUILDINGS: The undersi 4nedd..hereby'appl.ies for a permit according to the f 1111. ,wipg information:* % c - LocationCr � ....... �7)_-Cn ........................................ .... .......... ......... . ... .. ... .... ..... ProposedUse ......................................................................... ......................... Zoning District ... .................................................Fire District .... ........ Gc .............. Name of Owner .... ... ._.JT1(Vf_.1? ............Address [�)T... 14.1FA?AL.Sf.x. A Nameof Builder . . ............................................................Address .................................................................................... Name of Architect t......P,01.V5JV.1............Address C+a. .............. ................... Number of Rooms ......S......;..... ................................................Foundation ... ................... Exlei ...............................Roofing ..... .................................. Exterior �I, 0. Floors Interio4l.,.. ...... Heating ... ......rh......................................Plumbing C�......6. ................................................... PJ e, Fireplace ........... . ...............................................................Approximate Cost ....................................................... z Definitive Plan Approved by Planning Board -------------------------------19--------- re vit co Diagram of Lot and Building with Dimensions / Fee ........ ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ......................... . ................... All Cape Building Co-� , Inc. s;i .,�............... Permit for ........ .......... ........ sing,16 family dwelling .............. Centerville Ij frame ~ ----.—.--.—.----------------' / plot ............................ Lot .........#2................... ~ ^ - ` 22 ` ?9 ' Permit Granted .--.������------lg ` - . ^ . . _ Dote of Inspection ....../../.................. lg - ^ ~—'~ Completed — ' RMIT REFUSED ` . . . . . 19 cc ............................................ . - ....................... en ----. �� �� ~ co . proAMI =° L!. �� -� ]A - . ---- `---~^'--^—'--'—' - ~- -----''j"�-----------'^~^^^—^' ,��,,•��'"}}`..',,,,. TOWN -OF BARNSTABLE Permit No. ____--15�C " Building Inspector f�n.a Cash -__—_y-- �' °Y~ OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to All Cape Building Co,,, Inca Address 120 West Main St. , Hyannis lot #2 385 Shoot Flying Hill Road, Centerville Inspection dated / / (� Wiring Inspector �/3-/ ��( erctr�o y � Inspection date Plumbing Easp .. r Gas Inspector -e Inspection date engineering Department_ Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. (Building Inspector . ""'_" 'N 'Su, '' is ' . , -' r _ r __y,. - .. a.: I. "�r'�.R.Z, ...., 1 ��A Ait �• tk F r ° SX ,A95'K &'� >v � � {. : �� w f C + �' kN e V -h.t t. }sr r s p . a' 4 5; p y €F t' +' \ b.v..y{3 a '. .t o ...� t ti+ VZ} *° r - t -� s r w r: 1 ' ,? ,.X t C ifi , r 'n.E•.r rtpp a �. , - I� r,.f t 1 .. -- t t ,9 3 ha �. t F •i i't" + ; .t4T. 'F�kV f I t�.(.� Y.' ;r j� F` 4 .it e1 Fr Y. k x � L�1.?' +f. 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IX5/IX6 GNR BRDS .I I I�� OOD3I TYP.4x6 - - •�• . 3 BRACE 'SHINGLES'' E BOLTED 1 4DJU3T r`'tl.1tmATION IlP' u- il'R�F'J Y- - Ii of _ E PROPOSED REAR ELEVATION -------------------------------------------- --------------------------------- BUILDER JOB ADDRESS DESIGN - },',`,/,/� DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO CAR . ✓�✓� ��U u u � �a U V�� U 0 6-12-19 « JB •-L-oF 9 1/4".1'-0 J� Deslg�ns 385 SWOOTFLYINC-s WILL RD. CsARAGE WITH PLAYROOM W (U RRCNgSE GF DRN ING3 LEAVES FIRGN SER-�" RESIG N&LE FOR 00MPLIANCE 1—ALL fL EJ(ACT SIZE dND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS 9NALL EMQID BELOW FR03TLINE VERIFY DEPTH. 2r BJ 494-9534 I- I R 5 EUILDNG COOE3 AND ORDNANCE3,.B DESIGNS MAY NOT BE NE1D RESPONSIBLE MLLSi BE DETERMINED BY LOCO 301E CONOR10N5 AND dOCEPTABL= (4)vFRIFY STRUCTURAL ElEMENT9 FOR DESIGN(SIZE P.O.BOX)Bg CENTERY ILLE, mA, ABOVE o FOR SI E GONDnONS OR FOR HE USE OF TNE3E DRAW NGS WRING CAN9TRUCTON F RdOiIGE3 OF CON3TRUC ON vERiF DESIGN W h OCAL ENGINEER. WITH LOCAL ENGNEER AND BUILDMG OFFGIALB. 4ESTBARNgTgBV E to OXFd __. .. .. ...... .... . ... ..... .._ ._ __.. ._......---- - _ , TrP. Ixa/Ixs -- - - ,- RAKE BIRDS. TYP. 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'8"CONCRETE WALL ° EXISTING i ® •Coe DAMP.PROOFING CSA de .APPROVED. ° H OOD I.I ��, I• °d d °dn HINGLE I ® 4"POURED GONG,SLAB Q, I � .°de .°d';°.°de•°o'• .°dog.°de•.°d.;>.°d.;s°d.;•' EY" Edo do °do °do °de °d• r r C FOUNDATION WALL ° —�I. '•IO"X22"�GONC.FTG.�' . . P. IX5 NR.BRDS. —� ° a 6°-12"FROH END e• COMPACTm,GRANULAR' 1--- —� " e °d•e OF PLATES °de °de °de °d °dA °dn° °do °de O ____________________________________________________ e• o° --------- ---------------- --------- ------- ._.....-----' PROPOSED RIGHT ELEVATION' FOOTING FOOTING DETAILS 8" CONCRETE WALL TYP, ANCHOR BOLT SPACING BUILDER JOB ADDRESS DESIGN Q�Q ////// f/_/L� f�j �//cam-, j� F77-,�,-,(, REVISION DRAWN BY PAGE SCALE DANC=)=L0 RESIDENCE PROPOSED NEW ;TWO CAR r ✓�w�v °�0 � � �� 1/ ��/���� U - JB • 2 OF S 1/4".1'-0" J� Designs 385 SHOOTFLYING HILL RD. GARAGE WITH PLAYROOM W ,RRDNASEOFDRAwNG9LEAVESPURCNASER - -=-` '-(5OBJ4949534 RE*NS l LE FOR COMPLIANCE wrN ALL O)EUACT SIZE AND REINFORCEMEM OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS B EX ENT BELOW i SIGN INE VERIFY DEPTK Ili F- LOCAL OUILDMG CODES AND ORDINANCES,.B DESIGNS MAY NOT BE HELD RESPONSIBLE rM11ST 0E DEiERMM®BY LOCAL SOIL CONDITgNS AND ACCEPTABLE f-)VERIFY 9TRI1CTIRAL ELEYIENT9 FOR DESIGN 912E CENTER V I LLE, mA. ABOVE o FOR 9 E CONDITIONS OR FOR THE I1SE 01 HESE DRAWINGS WRING CANS RNC ON. PRACTICES OF CONSTRUCTION.VERI Y DESIGN wTN LOCAL ENGINEER WI H LOCAL ENGINEER AND BUILDING OFFICI444. ¢EST 6ARN9T BP MA ONcd j --I(B)SIZED 5 I/A"LVL') r s� --- ---_ ... 8' I!GROSS BEAMS) -SEE CROSS / - • 4m 1 ' secTloN(F) EXISTING WALLS EXISTING m m -���t.�wi" PATIO ^- .--- ----.-.-.- \ NEW -0 - _ COVERED j j J.14-0 14-0 O PATIO AREA a ST ---------- — ----- J ,. A Q ta ;;ADAST EXISTING AIRS F.C.DRYWALL NEW WALLS •' - m_ - --- - 2X4 WALL v B WALLS I CEILING- j - :. -- wlGeoeeR = NEW - ° -m. GARAGE � T.O' 4'-04° 23'-10".. W EXIST- I.U /EXISTING EXTENSION TYP.4"THK 6 m - BATH I ° U a CONC.SLAB OQ TP ST WITH a Y . C 11IMBERMESH KITCHEN OF EXISTING n -3o°X.o Foo G OR E[?UAL. - .. KITCHEN VJ�NEW ---- U_ ____-___ -0 EXISTING .. .,,,, - ;:' S WLIVING R _ COVERED Q —PORCH LANOwG H .p dILIN (B)SIZED LVL'•CQNTINUQU5 HEADER EXISTING _ _ O '.:` r 'Zx6 WALL a _ DINING 8 --------- �,�.�_- EXISTING F'® ___ 2.-lOn 1�-81i 11'-0^ 6•$" PATIO •✓ EXISTING - - 28'-0" FOYER - .. nil 3 V O COVERED 7- ,T - MIJIDRoollORCH clT CUSTOM COLUMEll NS :�; O ' - BATH GARAGE PROPOSED FIRST FLOOR PLAN ._--__ ------ _. _ LIVING A - - - .DINING , EXISTING FIRST FLOOR PLAN (NOT TO SCALE) BUILDER JOB ADDRESS DESIGN ///J�/f/f�///J� �`/� DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO GAR � ✓� ✓� ✓o����� � ��� �o���/ 6-12-19 « JB 3 o- 9 1/4".1'-0° 385 SHOOTFLYING HILL RD. GARAGE WITH PLAYROOM W NJ FLRCHISE OF DRAWNGS LEAVES P RCMA9ER RE5PON916LE 0,,COTIPLIANCE WRN ALL D)EXACT SI=AND REINFORCEITENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SM EXTEND BETaII FROSTLI E VERIFY DEPTH I—BU—D LODES AND ORDINANCES,JB DESIGNS MAY NOT BE MELD RESPONSIBLE FNST BE DET MINED BY I—SOIL CONDITIONS ANO AC TABLE fa,VERIFY STRIICTLR4 ELEI TS FOR DESIGN T SIZE P-o 494-95-:L4 CENTER V ILLE, mA, ABOVE R 2,I FO SITE OOI OR1 OR FOR THE-E OF TME5E DRAWINGS DURING CONSLRIKTION. PRACTICES OF CONSTRUCTION.vERiFY DESIGN WITH LOCAL ENGINEER WITH LOCAL ENGINEER Alm BUILDMG OFFICIdLS. !LEST BARNSidBLE MA ON.ld EXISTING WALLS , j NEW WALLS - I • 1 �Ir111 -- ��li �ii � '� ti,(l lili! I I il;ll II III i{'II W--O l; �4 T I r'I 4 L.ANDING GfISTDM � � .� I I; 1--• I - o FROH ABLE 1 - ' cf Ra rm II Ij III EXIST. EXISTIN 1 W.LG. 'f2ENOVA BATH E n - EXISTING ! EXISTING II �� PLAYROOM V ATW O I BEDROOM __ III EXIST ie� o HA PULL EXIS ING WALL Sro ---- LINE�.- ___ In Eo - I ' 4Z1 dZl EXISTIN jv TYR4310 W14310 BEDROOM �; Q Q Q EXISTING - . i BEDROOM 3'-1014" I. 6'-OF 8'_3ua�1 6'-0. r 3'._IOV4i" --- 1 PROPOSED SECOND FLOOR PLAN BUILDER JOB ADDRESS DESIGN p O p DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO GAR `������������� 0 � 6-12-19 « JB • 4oF 9 1/4^.I1o° J� U�sjgns 385 SHOOTFLYING HILL RD. GARAGE WITH PLAYROOM UJ fU FLRCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COI'IPLIANCE WRH AI.L (Z)E%KT 91ZE 4ND REINFORCEFIEM OF 41y COryCRETE FOOTINGS (3J ALL FOOTINGS 9H EMEND BELOW FROSTLNE VERIFY DEPTH. 1- LOCAL BUILDING CODES AND ORDINANCES,UB DESIGNS M4Y NOT.BE HELD RESPONSIBLE I'ILL9T BE DET LINED BY LOCAL SOIL CONDITIONS AND 4CCEPTABLE "I VERIFY STRUCNRAL ELEHENT9 FOR DESIGN I SIZE P.O.BOX IDS CENTERY ILLE, mA. ABOVE Zl FOR SITE CONDITIONS OR FOR HE USE OF THESE pRGNNGy q RING CONS RUCTON PRACTICES OF CONSTRUCTION.VERIFY DESIGN WRH LOCO ENGINEER. WI H LOCAL ENGINEER AND-1 DING O FCIAL. Q®Z64RAyTABLE µ p2glq (508J 494-9534 ------------ - ,-2-2X6'e PT me ---. - - -------------------.._.:.----------------------"---- - ---------------------------------------------- - -------------- _ :..:..:..: _ -_-_---::_::--_---- F il M. ----------------- -------------- ---------- ------- ----------------- E. --_-_-__ ______------_____:__{ij Ili _J ,-------- ____________________%II . ::.::::.:::::::::::::.: _ _ = t1=====____::::: D V N \J+ r 3 2XI0'e L3 2XIO'e 2 2XIO'B = - ___________________________ OA 0 .....:::::::......::.::::.:.-:_:: m m Cp W n .:::::::::.:.:.::.:::.:.::::. ____ !� z-zxaJ.1 --------------------------------------------:— ---------------- A 1 m lz� 3 2X10'e @ n N -3 -- rE Z3 D E z m x 0 /22X 10'a G)E b - A vi 0 TTP.BLOCKING O N m : � — -- NOTE y ' -D--m nR7 :::..::.:::.:.:..YP.2X6'e(NEW BUILT OUT RAKES)- --- -- - ---"-- ---..___..---------....._....---------------- A N , O ------------------ Mpg ---------------- i - . ----------------- . z __ __________ „ -------------------- zm 0 6 =--_---_-_- - _____°__ _ -------------------- In _ ------------ , g _ -------------------:....------------ - ----------------- ----------------------- -t O ----------------- --------------------- - ' Nis �..t..............::: -------------- AM --- --- --- --- --- --- --- --- --- 2x10 RIDGE 0 e T 8 m 4i�FR = r 6 0 qq 0 c o m �v 2Xa'e m 16"O.C. Il9 } I r3 2 XIO'e " � D y 2Xi0 RIDGE +� u u. u u u u u. b �t N - � 2Xa'e a I6"O.G. X L\ t a - X om m ' f3: (� ?} 2XI0 RIDGE 2Xa'B o 16 O.0 X Zs _ ,• `^ TTP.BLOCKING m ` 3 2XIO' nnx. 'o.c. J- 2X8 RAFTERS m 16 RIDGE VENT"O.C. / 2XIO/12 RIDGE • 1/2"ROOF,SHEATHING 15•ASPHALT PAPER' 2XI0 RAFTERS m 16"O.C, r_ ASPHALT SHINGLES 12 I Q4.4./- 1/2"ROOF SHEATHING \ IF,*ASPHALT PAPER 2X5 RAFTERS m IG"O.G. - ASPHALT SHINGLES r 2x 12'e C.J.m 16"O.C. I/2"ROOF SHEATHING I� EXISTING SECOND FLOOR I - _I RIDGE VENT — — IS°ASPHALT PAPER I I! 2.X 10 P.IDGE - R49 INSUL. 2X8 RAFTERS m16"O.G. 3-2XB'e ASPHALT SHINGLES - °', - -1 RIDGE VENT' - '�; �• 2X8 RAFTERS m.16"O.G. / I IX3 STRAPPING - O RIDGE \ � I/2°ROOF SHEATHING ./ F SHEATHING � I/2"WALLBOARD 12 IS-ASPHALT PAPER I/"WALLBOARD IX8 R S ROOF 15•ASPHALT PAPER 1XI, , - �I 2 6'a m 16"O.C. PLAYROOM \?r• ASPHALT SHINGLES ASPHALT SHINGLES 12 R INSULATION - AS 1 � � I/"WALL SHEATHING (D�\I/ IX6 T/G 6RDa 12 12 12 / L_ 3/4"T/G PLY.' 'H USE WRAP OR EQUAL C \ 2X4'e m 16"O.C. NAILED a GLUED. SI ING 91 FD 91 LVLe B �6 ��. EXISTING FIRST FLOOR 2 e G.J.m 16 ac. r' ,; ,; �Zusx ?JIjAut 2XIo'a m 16"O.C_ _�_ 2X10's m 16"O.C.—� zIcoL°n" ¢'nclD'° - R30 INSUL SIZED.WIO BEAM �• cIZT— �� ^ IXa VG s R49 INSUL. - - - 5rZm"5 v3"WIDE CvL ue.a6ER- — €4j + X3 STRAPPING 2 2XI0 R.S, t3' I SIZED LVL IX3 STRAPPING 1/2"WALLBOARD I — i i covERm j + M . PORCH Il TDn _ dr HEADER 5/8"F.G.WALLBOARD :f MUDROOM COVERED 'per, m IX DEGKIN ' _ PATIO cus — : COyERED COLUMN GARAGE - . ' - ;I PORCH R3Q INSUL. 3/4"T/G PLY. oPET(cEtuNG / wTN RouGN ' X. DECKING , NAILED 4 G sAwN BOADB ' - . l V wID aa v S EXISTING BASEMENT PA�AS' ,�-4"GONG SLAB, — — .' .,5'. - •NEEDED. / °IG l CROSS SECTION ;4 CROSS SECTION (5) CROSS SECTION (C) RIDGE VENT - - - - RIDGE VENT 2X12 RIDGE 2XI2 RIDGE ° - RIDGE VENT 2XIO RAFTERS m 16"O.C. I/2" F 2XI0 AFT m ' 2XI0 f � ROOF SHEATHING I 12 RAFTERS 16"O.G. R DGE 2XI0 RAFTERS m 16"D.C.0 E H NG 12 R FTER O 44 I5•ASPHALT - I/2"ROOF SHEATHING Q 4.4./- V2"ROOF SHEATHING L PAPER Q IY ASPHALT PAPER ASPHALT SHINGLES 15•ASPHALT PAPER - RIDGE VENT ASPHALT SHINGLES ASPHALT SHINGLES 2X10 RIDGE f 2X12's G.J.m I6"O.C. _ _ - —- _— 12 2X12'e G.J.m 16"O.C. �' 2X8 RAFTERS m 16"O.C. 2-2XI2'e R491NSUL. .� R49 INSUL. ® - - 12 IX8 R.S ROOF SHEATHING IX3 STRAPPING - /!�✓c. \'• 15 ASPHALT PAPER 2X8 RAFTERS m 16°OC - 2X8's C.J. 12� 6 1X3 STRAPPING 1/2"WALLBOARD / 4e �"o"c' ASPHALT SHINGLES J/2°ROOF SHEATHING I! O.G. - a I/2"WALLBOARD - I "WALLBOARD 15•ASPHALT PAPER 11,j 2 6`e m 16"O.G. ASPHALT SHINGLES PLAYROOM PLAYROOM =xxlo Rs.NaLm AND E+OLTEO TO EAGN BIDE of �'i 21 INSULATION c . 1 "WALL SHEATHING - '�• °� - :x<•,.la•O.G 3/4"T/G PLY. 3/4"TIC.PLY. HOUSE WRAP OR EQUAL j SIZED 5 1/4" yr wALuSoA NAILED t GLUED. ' NAILED<GLUED. (DING �_ COVERED F 2XI0'e m 16"O.G.�_ 2XI0 e m I6 O.G. _. _ 2XIO'e m 16,O.G. F 2XI0 s m I6 O.C. __ -_ I WIDE LVL'e PATIO - SIZED WIO BEAM R30 INSUL. �; \ R30 INSUL SIZED WIO BEAM O' �'' 1- _-- IX3 STRAPPING 0 - - IX3 STRAPPING ,. OPEN CEILING °; SIZED LVL SIZ LVL'e 5/8"F.C.WALLBOARD. CUS ON, wrN RauGN °' 1- 5/8"F.C.WALLBOARD - anwN Bo.npa IL HEADER 1y HEADER COLUMN 5/8"F.C,`WALLBOARD 5/8"F.C.WALLBOARD - 2X6 e m 16"O.G. ip GARAGE GARAGE 2X6'a m I6"O.C. �; R21 INSULATION R21 INSULATION = i WALL i v ./�.I HOUSE WRAP OR QUAL I % //// /. / °• HEATHING I/2"WALL SHEATHING / HOUSE WRAP OR EQUAL - �I 4"CONC SLAB SIDING II _- _ - - / / . 4"GONG.SLAB SIDING —-— § / / / 7 $d l / ,/ '' f3. / �/ o / / / '/• r�, / �/ CROSS SECTION CDC CROSS SECTION (E) CROSS SECTION (F) . BUILDER JOB ADDRESS DESIGN �� �,/L f�J - DATE -REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO GAR ��'�C����U 1-l9 0 �/ � 0 V�o C� 6-12-19 • JB • 6 of 9 v4".I'o" Jam" I�es�gns 355 SHOOTFLYING HILL RD. GARAGE WITH PLAYROOM W (I,R RCNA°E DF DRAW NG9 F1 VE9 FvacNAaBx r�PONa,BLE FDR W—LIANCE w N Aw fL EXACT 57 AND REIN ORGEnEM OF A y fgNCRE E FOO VG9 3)AL F IrING9 9u4LL EX E D BF10U RD9TLINE VER Y pEpTH, • ' • . F' LOCAL BII!LpING CODES AND ORDINANCEa,E pESIGNS nAT NOT BE MELD RESPONSIBLE nLLST BE DETERMINED BY LOG/aL—L GOImIT10N9 AND AC�PTABLE (4)VERIFY 9TRIlGTIIRAL ELETIENTS fOR DEa1GN.alg P� G ENTER V ILLE, mA, ABOVE o OR NTE CONDI 1—OR FOR-ELL E OF THESE DRAA*N D 1R CONSTRIIOTION. PRAGTtG OF WKSMUOTION.VERIFY DESIGN W H OCAL ENGMEER WI H LOCAL ENGINEER AND BUI DMG O gCIA S. uEsr a wnaraaLe rcA ozeae (SpBJ 494-9534 II \;-ASPHALT ROOFING I 1 2X8 RAFTERS m 16"O.G. -15•ASPHALT PAPER l 1/2"ROOF SHEATHING - "SHEATHING ' 15•ASPHALT PAPER ----.- ASPHALT ROOFING .` -TYP.H2.5A TIES Y� ASPHA T SHINGLES \ \. .------------------------------------------, �\� S•ASPHALT PAPER GE VENT l �\ -DRI GUTTER ----------- RIDGE -I/2"SHEATHING 2XIO RIDGE - \ I 5�� TYP.H2.5A TIES 1 EXISTING ...... i',: :.:� '.: :. Y• • �` DRIP EDGE BEDROOM /. / ' - - •{ IXB FACIA \\\ II ,-� \ 5' GUTTER 2_ 'F ___,'C•C __ __ -Z. ,_,L_-__>� —IXI2 SOFFIT nl' IIIYF T� 11 T YIIY4 T�.III'1 11 " 1 I ' \ \ 21/4"- 1 III'('+illIF,+ IIr)'+ 11 '1 III:=,'—'Al 1 1 \ TCW VENT ML EQUAL 1 I 2X8'e C.J. m 16 O.C. (' ' x _ -_ ' J �.\ -MATCH EXIST. MLDG. =i IXB FACIA r I to u I 1 b= ,±•:y""'-•o-y""i ' Lm lu 1 ' II ASPHALT ROOFING \ -3-2X10'e I �' SI l 1 la ul I 1 1 111' 141 ' I 15•ASPHALT PAPER `,r \-TYP.SIMPSON MSTC28 1 IXI2 SOFFIT �_—y l 1 PLAYROOM j L� i I- 2-1/4"VENT R4S INSUL. --- --- u---- l � STRAPS DOWN AND OVER . _ ------------, IR' SHEATHING STRAPS a .� 1-3/8"BEDMLDG. I IX3 STRAPPING 3/4"T/G FLY. - a_ ((L THE TOP OF BEAM,HEADER � EXISTING I/2"WALLBOARD 2XI0'e m 16"O.C. NAILED 4 GLUED. i O TYP.H2.5A TIES d AND POST.(FOR CORNER- If ^ 3-2XI0'e KITCHEN _ APPLICATION) MUDROOM - SI -._.�._ DRIP EDGE i� I,.N�i' (PP I050)P - I j X O1 --' R30 1NSUL. / 5"'GUTTER Imo. j7 a 11 I3/4"T/G PLY. 2X6'e m I6"O.C. ; ,-q' IX3 STRAPPING I�/ �' _ .. ( NAILED e GLUED. �R30 INSULATION m 5/8"F.C.WALLBOARD '' I II r 1 - - IX8 FACIA - �{ I�. - GARAGE 5/8"F.C.WALLBOARD - 'A (�VI ' Iy�V�N[ 2X6'.m 16"O.C. -� IX12 SOFFIT EAv - {II II�I�{11I!I R21 INSULATION _ 1•I'll 2-1/4"VENT �1 II EXISTING O I/2"WALL SHEATHING (Sly Ili I-3/8"BED MLDG. "� EA V E DETAILS BASEMENT - N HOUSE WRAP OR EQUAL �I IiJ 2-2XIO'. � CONC.SLAB SIDING (CORNER APPLICATION) EAv - / TYP.BG4 CAP " / (UPLIFT S80) "5 EAVE DETAILS �/ - %�/j� �/ /��•jam./://i /,/ '' 1 �I:� / 7 I GROSS SECTION lG) h E»4 EAVE DETAILS CUSTOM GAP - III' • - - CUSTOM TOP RAIL SIDING =%5 = 2X2 BALUSTERS 4' MAX.CLEAR1�,1ttdI SPACE BETWEEN • / ICE i WATER BEHIND NAILER m \ - ASPHALT ROOFING II X ` ABU66 BASE _ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP 15•ASPHALT PAPER �ilj Ud��( (UPLIFT 2300) • E CUSTOM TOP RAIL '_•� '•� . IX DECKING L � ,:" - --=-------1 I/2' SHEATHING ..... .'. _ .; _' C2RADE':, - 2-2X8 PT BEAM TYP.H2.5A TIES / +1 _ THROUGH BOLT TO EACH FOS 2X8'.m I6"O.C. WITH TWO 3/4"DIAM-BOLTS. DRIP EDGE - % %• / fu �. . IX TRIM BRD. c.' 5"GUTTER - � TYP.JOIST HANGERS -• POST ANCHOR 0 2X8 PT NAILER BOLTED � Q W-3/4"LAG BOLTS 24"O.G. IX8 FACIA ! G ADE IXI2 SOFFIT - °�.;• L, 2-1/4"VENT °0 1-3/4"BED MLDG. Q NOTCH FRIEZE TO RECEIVE SIDING.44 Lu "40• °� lli ° •� " / %� BIG FOOT •'�' ��-IV3 EAVE DETAILS PORCH DETAILS E3F24 W112" CONIC. TUBE DETAILS BUILDER JOB ADDRESS DESIGN /J/ ( �C�� DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO CAR � / >>�/O � o�OO 0 6-12-1�J " JB • ] OF-a- 1/4".ro" J� �C�slgns 305 S1-IOOTFLY I NG HILL RD. GARAGE WITH PLAYROOM W (I)-11"g9E OF DRAW NG9 LEAVES PURCH69ER RESPONSIBLE FOR COMPLIANCE WI H ALL ])FXACT SIZE AND REINFORCEMEN OF ALL CONCRETE FOOTINGS (3)ALL FDOTMGS.HALL EMEND BELOW FROSTLINE VERIFY DEP H. ^ e e CENTER V ILLE, mA, ABOVE R OCAL B R R D NG CODES AND ODINANCES, DESIGNS MAY NOT BE NE1D RESPONSIBL MUS E T BE DETERMED M BY OCAL SOIL CONDITIONS AND ACCEPT49L= (A)VERIFY 5 RUC URAL E EMENTS FOR DESIGN.SIZE P.O.90X�5 t,,OOJ 494-9534 O FO SITE CONDITIONS O FOR THE USE OF THESE DRAWNGS DIIRMG CONSTRUCTION. PRACTICE5 OF CONSTRUCTION.VERIFY DESIGN WlT LOCAL ENGINEER. WI H OCA ENGINEER AND BUILDING OFFICIA S. <.T BARXSTdmLETLL 02 Cd EXTEND HEADER',, TO KING STUD �12 A, III = 12 ✓—CONiMWII = ONTINIlOU9}X6 HF3DEIQ__ 12 Q (- NAIL PLATE TO'HEADER WITH TAIOLS AT 300Gd IAdIG O.C.SCHEDULE.; -- i 1 I 1 II I / N -_ - q III F 111 �. h u � .---„_ CONTINUOUS SIZED LVL'e HEADER - _�-.: ❑ ❑I❑ O Y .. I 3"X3"PL ATE WASHER TS WITH - �' i •'I�}i —' III IIIIIIIIIIIIII I'Il l llll I � � � •1,_�,; 'l �� '�} 'IIII i�f SHEAR WALL FRONT ELEVATION . I'UI1 III I�I�Iu,.i II; II GARAGE OPENINGS DETAILS - - - ----� ------------ - - - - r r r - - -- wALL LENGTH=1� WALL LENGTH=28'-O" ,WALL LENGTH=26,-{Z' - - !FULL HEIGHT SHEATHING=23JQ'q FULL HEIGHT SHEATHING=�$" - FULL HEIGHT SHEATHING•'-Q ACTUAL SHEATHING=-@9_% !ACTUAL SHEATHING-__& _ _- _ ACTUAL SHEATHING-_.rp % (Min.Re utred��%) (Min.Re ulred %) —__ - (Min,Required 60 %) 9 --_- 'RATIO= RATIO- 1.25 'RATIO. I"25 �� \Q4 4 EDGE NAILING- O.G. _�.EDGE NAILING=�-O.C. �I.EDGE NAILING• 6"O.C. - = / 'FIELD NAILING. �_O.G. �' _ � - --! --_ ,,T L IELD NAILING.�_O.C. — J JZO.C. .. 'FIELD NAILING. 12 12 11 L1011 1 Its �6 12 � ` T a I NG�', W LL I SHEAR W ALL 'SHEAR 'SHEAR'. SHEAR' .- I SHEAR{ WALL I SHEAR I.WALL .r _ WALL WALL I /12'46'-1076 7-1096 .4-0 I EXISTING 4 r d � I I [TI t —_ SHEAR SHEAR I ' SHEAR - WALL ( WALL 1 WALL SHEAR I ` WALL �I 1 24-0. 28,-0 SHEAR WALL REAR ELEVATION r---------,----� SHEAR WALL RIGHT ELEVATION WALL LENGTH.24'-0' RILL HEIGHT SHEATHING=19'-& ACTUAL SHEATHING= l9 % (Min.Requlred__D RATIO= 1.25 _ EDGE NAILING. 6" O.C. FIELD NAILING. 12• O.G. �--------------J BUILDER JOB ADDRESS DESIGN -' DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO CAR Ullw�C�o�j` � /1�� 4�3�0 col/ l/ 6-1243 « JB •-a-of: 9 v4".ro" J ��stg(ns 305 S-'IOOTFLYINCB HILL RD, GARAGE WITH PLAYROOM W (1)111 A9E OF DRAWINGS EAVES PURCHASER RESPONSIBLE III GOHPLIANGE W M ALL lJ Ek T 912E AND REMFORCEH OF 4LL CONCRETE FOOTMG9 (3)ALL FOOTINGS 9NA L EMETm BELOW GR09RINE VERIFY DEP H. - '— CENTERv ILLE, mA, ggpvE � LOCAL B'1 D0 G CODES-0 ORDINANCES, DESIGNS HAY NOT BE NE D RESPONSIBLE RUST BE DETERHM O BY LOCAL SOIL CONDITIONS AND ACCEP ABLE "I v FY STRIICTLIRAL ELEHEMT9 FOR DESIGN.SIZE P.O.BOX a 5 �rC/J8�494-9�C� OI FOR—CONDITIONS OR FOR THE USE OF THESE DRAWNGS GURMG CONS R G ON PRACTICES OF CON9TRLCTION VERFY DESIGN W N LOCAL ENGINEER WI H OCAL ENGINEER AND-1 DMG OFF CIALS. ®T B4 PH9TAfi P A 02 4B' y AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE CHECK -MASSACHUSETTS.CHECKLIST FOR COMPLIANCE180 CMR 5301.2,1.15 coMPUANee I.I SCOPE 110WIND SPEED(33EC.GUST)....... ... .......... ............ ....._. -.-_. -_-____-_ _______-110 MPN1_- WINDEXP0511RECATEGORY....................._._._..._..._..-_.....________-__.-.-.-____-_-----._____-_.B 1 Y 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CON51DERED A STORY) 1 S<2 STORIES - JOINT DESCRIPTION + LI,B ROOF PITCH.-... ...... ....... . (FIG 2) _ ...-_._.. .._--RE J2/_I2_C12:12�� :.. _ NAILS N PACING 2 9T0 NAB O OF MEAN ROOF HEIGHT. .......... (FIG 2) ..... ..... ......... . ... _2f2 FTC 33 ./ \\ NAILS BUILDING WIDTH,W......... .. - --- (FIG 3).. ...-. 7�FT<80' .• \, TYP FI'1.1DNAIL SPACING ROOF FRAMING AIL S BUILDING LENGTH.L .......... ....... ... (FIG 3) _-_--__. _ _.------28_FT<So'� °n � COMMON D.C. RAFTERS(TOE-NAILED)„ 8d BLOCKING TO2�d 2-IOd EACH END BUILDING ASPECT RATIO(L/W) ..... (FIG 4):.._ ___ -. _ _. __I.2:�<3:1 \ \ \ , -" "' ------- \ _ RIM BOARD TO RAFTER(END-NAILED)' 2-I6d }I6d EACH END NOMINAL WEIGHT OF TALLEST OPENING2.............__- (FIG 4),.------------------ __.._--_6 "<6'8"�_ ° \ \���•. \ TYP-l/I6"WOOD `. \ \ \ PANEL5• WALL FRAMING I / 1.3 FRAMING CONNECTIONS :.\ \ STRUCTURAL \. \,•, \ \ \ 'rl6tl 4T'JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... ABLE 21________ ____............................... �L' \ �. a ,, -� \� STUD TO STUD(FACE-NAILED)TOP PLATE AT INTERSECTIONS(FACE d NAILED) 4162-I6d bl6d za"O.C. \ \\ \ `\• HEADER TO HEADER(FACE-NAILED) I6d I6d IS"O.C.ALONG EDGES 2.1 FOUNDATION 1 \FOUNDATION WALLS HEFTING REQUIREMENTS OF 190 CMR 5404.1 FLOOR FRAMING _ t , _ \ \ . - JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) 4-Sd 4-IOd (PER JOIST CONCRETE MASONRY.... ......... ........ _ ..-.-________-- -__---_ _. ___,__--____ _ TYP.EDGE NAIL 5PACIN�a\ BLOCKING TO JOIST(TOE-NAILED) 28d 2-I0d EACH END (Bd COMMON m 6"OC) \ BLOCKING TO SILL OR TOP PLATE ROE-NAILED) }I6d 4-I6d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATION \\• •,,• LEDGER STRIP TO,BEAM OR GIRDER(FACE-NAILED; }I6d 4-Ibtl EACH JOIST ` 11 �`\ \: - JOIST ON LEDGER TO BEAM ROE-NAILED) }B d }IOd PER JOIST 5/8°ANCHOR BOLTS IMBEDDED OR 5/5"PROPRIETARY MECHANICAL ANCHORS 45 4N ALTERNATIVE IN CONCRETE ONLY ' ��` \' BOLTSPACING-GENERAL_______________:-.----._.RABLE 4)--------_----------------------------- 24 IN-�_ � tl' I\�' RAFTER CONNECTIONS •\•,� BAND JOIST TO J015T(ENO-NAILED) 3-I6d 416d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE ... (FIG 5)..__-. - ..--_.._ _6L&IN.(6°-I2"�` T NON- II I tl `\\' TYP.42.5 TIES \� \ --\• - BAND JOIST TO SILL OR TOP PLATE ROE-NAILED) 2-Ibtl 3-I6d PER JOIST BOLT EMBEDMENT-CONCRETE.... .(FIG SJ. _ _ ________ __________,'-IN.>l°�_ STUD HEIGHT 1 1 \� 1'\%(�II - ROOF 5HEATHING T _ BOLT EMBEDMENT HASONRY..... ...._ _.(FIG SJ. ----------- _... _____._2 IN.>IS"�- MAX.WALL �11 _ PLATE WASHER. (FIG 5). -_--___. >3"X3"XI/4" ./ LOADBEARING III UPLIFT I `' -� O STRUCTURAL PANELS __._._... _. _- _ 1 �I ,%.� LOADBEARING WOOD OR TRUSSES SPACED UP TO I6'O.C. Bd -10d' 6°EDGE/6"FIELD 3.1 FLOORS WEGHT 20' 1 II STUD HEIGHT + RAFTERS OR TRUSSES SPACED OVER IS"O.C. Bd IOd 4"EDGE/4"FIELD FLOOR FRAMING MEMBER SPANS CHECKED..... _.-(PER 180 CMR 55.00).-. ____ _ ________ V, II I II \ I(yI'I ° GABLE ENOWALL RAKE OR RAKE TRUSS Bd• IOd 6 EDGE/6"FIELD 1 I Ih WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING FLOOR IOt1___ .... __.(FIG 6)______ _ __ _________ ____.J2-FTC 12'�_ - � 111 I _I � MAX.WALL, GABLE ENDWALL RAKE O "MFULL AXIMUM FLOOR STUDS:4T FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6).. _ ____ _____. _AL 'II A R RAKE TRIl99 Bd IDd 6 EDGE/6 FIELD HAXII•WM FLOOR JOIST SETBACKS ' _ '1 (I (I I,I .. �,', WEIGH W/STRUCTURAL OUTLOOKERS • GABLE ENDWALL RAKE OR RAKE TRUSS SO IOd 4"EDGE/4"FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG V. ____ ___ ___ ___________ 3 FT(d -��_ I') ;II II W/LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST _ CEILING SHEATHING FLLOOR SHEATHIN AT G TYPE WALLS WALLS OR SHEARWALL (PER)--CMR 55.00).._-_-_- --_-_____ Q (��L • III �II II II II. WALL SHEATHINGGYPSUM A �ROSd GOOLERB _ 1"EDGE/IO°FIELD FLOOR SHEATHING THICKNESS ___. _______.(PER 180 CMR 55.00)--______ ________________3/4 IN._1L jt iI II lI ,• FLOOR SHEATHING FASTENING. _,____.RABLE 2;�d NAILS AT QJN EDGE/ 12 N FIELD_�L .II I� WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24°O.C. 8d IOd- 6•EDGE/12"FIELD 1 4,1 wALLs Vl"AND 25/32"FIBERBOARD PANELS Ed 3"EDGE/6°FIELD WALL HEIGHT - �� i II tl - 1/2"GYPSUM WALLBOARD - 1"EDGE/10'FIELD LOADBEARING WALLS.__. ----------------------(FIG 10 AND TABLE 5).____- _- ____ -±Fe FTC 10'�L '�' II IIi - FLOOR SHEATHING NON-LOADBEARING WALLS.. _ _ __--.___-(FIG 10 AND TABLE 5) _____L-W FT<20;�` LATERAL .I II ,`• ..`•', WOOD STRUCTURAL PANELS - COO � . : i 5d LER9 WALL STUD SPACING- ------------------------------(FIG 10 AND TABLE 51.______ __. 16 IN(24"O.C._�(_ __II II WALL STORY OFFSETS ; II •'' I"OR LESS ad k>d 6"EDGE/12'FIELD _ __ ___ _____ _________ __(FIG 1.8).____ __ _________ _______.3_-Q FTCd�_ ! ' >. _ GREATER THAN I° IOd IOd 6°EDGE/6°FIELD 4,2 EXTERIOR WALLS' _,,IYP.HORIZONTAL DOUBLE GENERAL NAILING SCHEDULE WALL STUDS ,• '' ! t I LOADBEARING WALLS_-___.-_ ..--------- (T ABLE 5).________ _____ __.2x_6_-�FTJ�IN v` NAIL EDGE(STAGGERED NAIL N 1 11 NO -LOADBEARING WALLS.. _ (TABLE. ABLE 5). ________-_ __.2X 2�- FTC IN-1� SH R PATTERN Bd COMMON a 33"O.G. ' GABLE END WALL BRACING •' �' ,II - IYII FULL HEIGHT ENDWALL STUDS__. _ (FIG IO)------._ _______ _______ -_ __. �_ I I I TYP.-we"WOOD STRUCTURAL WSP ATTIC FLOOR LENGTH._....____-"_____________(FIG IU.__________________________________-�FT>W/3�� I .I -I� 'll VERTICAL PANEL SHEATHINGL GYPSUM CEILING LENGTH(IF WSP NOT USED) (FIG IU._ _ __ _2 FT>0.9W_____-___ -__ ___. 1 t:I i AND 2X4 CONTINUOUS LATERAL BRACE m 6 FT O.G.(FIG Ill_ _ �� II 'II I I{ I �1 ' OR IX3 CEILING FURRING STRIPS m 16'SPACING MIN,WITH 2X4 BLOCKING m 4 FT.SPACING IN END _ _____ TYP.VERTICAL EDGE NAIL - 1 JOIST OR TRUSS BAYS,_._-._ __.--. _ _-______ _ _ _. ____. SPACING(Ed COMMON DOUBLE TOP PLATE DOUBLE TOP PLATE - I II I ,i m_O.C.J _ SPLICE LENGTH _--- -_--. ____.(FIG 13 AND TABLE 6).___-_____ ___-____ ..AFT�L-_ ' I I1 `I VI _I •'. WHIT SPLICE CONNECTION(NO.OF I6d COMMON NAILS) RABLE 61________ __ _ _ _______ __. �- _ V 71I TYP.FIELD NAIL SPACING - LOADBEARING WALL CONNECTIONS I7 I�I I, ad COMMON m_O.G. LATERAL(NO.OF I&D COMMON NAILS) .___.(TABLE 1) _____ __________ ___ _________ ____0 y I I �- I NON-LOADBEARING WALL CONNECTIONS LATERAL(NO.OF I6d COMMON NAILS). ....._.. (TABLE B) _ _ - _. -L` I ld ,11 111 '� II 1 ' s - I DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 5) HEADER SPANS ..__-.-._.. .-_. __.(TABLE 9J.____ _-____-__ _ .12�T QJN.<II'�L_ SILL PLATE SPANS ___ _ --._ .._.RABLE 9). ___ _ ___.Off QJN.<II' II'I FULL HEIGHT STUDS(NO.OF STUDS). __.__ _ __.(TABLE 9) _____ _ _ __ ______ ___.�'- �L ° - I _ I FULL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS A _________________________________RABLE 9).__.__________-_-___________.off QJN.<12'�� ° •+ .. I.I I I I > ° II STUD SILL PLATE SPANS----------------------........(TABLE 9)--------------------------____3�T O.IN-C Y1'_)L FULL HEIGHT STUDS(NO.OF 5TUD5)._ ---------(TABLE 9)_______ __ _______ _ _______________ �L- c ,° " -11' a REQUIREMENTS AT EACH END OF HEADER OUBLE JACK STU EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY °° MINIMl1M NUMBER OF II MINIMUM BUILDING DIMENSION,(W) ° ., ° - t; ° - WEADER SPAN HEADER FULL+IEIGHT UPLIFT LATERAL WINDOW SILL PLATE NOMINAL WEIGHT OF TALLEST OPENING________ _____________ __ ___ _________ _____________A'- <es, V + > ° o e (FT.) SIZE STUDS (LB.) (LB.) SHEATHING TYPE ___ __-_ _ __.MOTE 4).___-_ __ _-. _ __ JLZ IN. I/ °Ue 24*O.C.MAX- 1e°° ° ° 24"O.C:J'IAX."• EDGE NAIL SPACING___ _ __.RABLE 10 OR NOTE 4 IF LESS)._ STUD SPACING, STUD SPACING ___ ________ _-IN.�L _ _ 2' 2-2X4" 1 2T1 132 L FIELD NAIL SPACING _-_ _--. __-RABLE 10) _ _ _ _IN _V` SEE PAGE a'OF 9 ----__ _ le De - 0 3 2-2X4 2 416 198II SHEAR CONNECTION(NO.OF ISO COMMON NAILS) (TABLE 101 __ ___-___- _____ _. v_ '�° °De .°De °U° "d'° PERCENT FULL-44EIGHT SHEATHING__ ____________RABLE 10) _ ___ _ _ _______ % �� q - ° ° `, ° - - 4' 2-2X4 2 554 264 ° °° 5x.ADDITIONAL SHEATHING FOR WALL WITH OPENING)G'8'(DESIGN'CONCEPT51 �� + - ° ' 'r : n °' ____________ ________ ., _ •.;�• 5' 2-2X4 3 - 693 330 MAXIMUM BUILDING DIMENSION,(L) °^ -.,D'e C e ..'° d a 0 - ' •^ ._ ro 2-2X6 3 531 396 ..__ _____ _______ _ __________ NOMINAL HEIGHT OF TALLEST OPENING 2__________ _______ _________ _________ _ C2-@<6B �L SHEATHING TYPE-------------------------------(NOTE 4)---------------------------------------JL2_IN.�L 1' 2-2X8 3 910 462 EDGE NAIL SPACING_____________________________(TABLE 11 OR NOTE 41F LESS)-------------------- IN. MAXIMUM WALL STUD HEIGHTi. STUD SPACINGS r 8' 2-2XI2 3 1,108 528 FIELD NAIL SPACING_____ _________ ___________(TABLE IIJ.___ _-_____-____ ____.______ IN._)L SEE PAGE 8 OF 9 •, •, SHEAR CONNECTION(NO.OF ISO!COMMON NAILS) RABLE III_ _ �� ( �9' 3-2XI0 3 1,241 594 PERCENT FULL-WEIGHT SHEATHING RABLE IU._____ ____________ _______________ _% , RAFTER CONNECTION AND WALL SHE,ATHINCs � lo' 3-2Xi2 4 - I�85 660 'e �A .°De°.°Dn .°dA C'" n•. �• n. n.�°.°d°°.°D•n 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTS)_________________________ �_ - `e ° ° •° TYP.ANCHOR BOLTS AND ° II' 4-2XIO 4 1,524 126 ° ° WALL CLADDING - � ..° 3 °XI PLATE WASHER �."X3 /4° 1E 0 ° a RATED FOR WIND SPImT---------------------------_----------------------------------------__________. 5.1 ROOFS WALL OPENINGS - HEADERS ROOF OVERHANG MEMBER SPANS GI-IEGKmT(FOR RAFTERS USE AWC SPAN TOOL,SEE' FT SMALLER E) �L- - IN LOADBEARING WALLS ° °° °°° °° °°°°•°°° °'° °°° °'°°• °'° °°'° ROOF OVERHANG-----------------------------------(FIGURE 19)._____________JZ'-FT(SMALLER OF 2'OR L/3�L - � '_ .> 1 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS °d e .°d n D e .°°e .'d'e 1.°Ce .°°4 .°d °D•e,.°d PROPRIETARY CONNECTORS • - UPLIFT_______________________________________(TABLE 12J.___________________________________-U•2Cz9PLIF�/ - ° ° '°' ° n '>. c ,". ° ,,. ° ,". ° •". LATERAL_____________________________________ -------------------------------------L°�pLF V` ° SHEAR_______________________________________(TABLE I2).__-_-______-__---__________-__-____.5=�PLF - ROGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 13)________________________________T•�JpLF GABLE RAKE OUTLOOKER.......... .. ...........(FIGURE 20).__________--_5" FT(SMALLER OF 2'OR L/2 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS 9 UPLIFT________________________________________RABLE 14)-------------------------------------u.41�. ✓ • - LATERAL(NO.OF ISO!COMMON NAIL51---------RABLE 14)-------------------------------------L•J�J_B. STUDS AND HEADERS ROOF SHEATHING TYPE------------------------------(PER 180 CMR 58,00 AND 55.00).--------------------- �L- _ ROOF SHEATHING THICKNESS........___....................._-----------------------------�IN.>1/16°WSP�L l ROOF SHEATHING FASTENING.......................... (TABLE 2)--------------------------------------------- / ' - t AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN �//�� ��- �L ,L���^ p DATE REVISION DRAWN BY PAGE SCALE DANGELO RESIDENCE PROPOSED NEW TWO GAR U(`�U��IRRb-(��0 011 �OVo�O� 6-12-19 JB • 9 OFF 1/4":ro° J8 D�sigTns 385 SNOOTFLYING HILL RD, GARAGE WITH PLAYROOM W (U PURCHASE OF DRAWINGS LEAv_5 PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL })ExACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EX END BELOW R205TLINE VERIFY DEPTH. e ° H- LOCAL BUILDING CODES AND ORDINANCES,)B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCK ELEMENTS FOR DESIGN.91g P.O.BOx ms (506J 494-95-94 CENTER V ILLE, mA. ABOVE O FOR 51TE CONDITIONS OR FOR THE LSE OF THESE DRtYUING5 WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN W H LOCAL ENGINEER. WI H LOCAL ENGINEER AND BUI DING OFF CIA S. H¢ST B4RNSTwa,c A ox6 a 'OWN OF BARNSTABLE 385 Shootflying Hill Rd l�', 4i .Y , Centerville DIVISION Basement window r 3,1 sgft q op ng 9161,ft 6 0 ft 4'5"ft * o Oil tank ° 40.00W a Walls: LIAI�,j Area Bathroom 2x4 studs 602.91 ft2 �'o"ft R13 insulation + rigid foam panel R5 or R19 Basemen (table R402.1.1 2012 IECC) window Storage 1/2" drywall 3,1 sgft Boiler Ceiling: drop ceiling 2'x4' panels at 7' Basement Door 20 sgft opening Floring: 0 0.19 ft, io 152.23 ft- ceramic the Stairs: width 36" headroom 6'8" Bar riser at 7 3/4" Pool table tread depth at 10" Room r Ventilation: Not less than 8% of floor area Basement minimum of 4% openable to outdoors window ° ° use mechanical ventilation if necesary 3,1 sgft (section R303 2009 IRC) m Bathroom: Mechanical ventilation with minimum 0) 0 rate of 50 cubic feet per minute m 0• (2009 IRC R303.3 Exception) - 0 30'11"ft 3 5"ft - I,, } TO';%,N OF BARNSTABLE d 385 Shootf lying Hill Rd 2116 sl �J "' f II. 30 Centerville DIVISION vmT*.AAMcpTMSI1MrRMwtwniwwte01MWeYains Basement window r 3,1 sgft 129.1 9q oP n9 6'6„ft 6.0"ft 4'5"ft o Oil tank ° . U 40.00n= a Walls: Area Bathroom 2x4 studs 602.91 ft2 R13 insulation + rigid foam panel R5 or R19 Basemen (table R402.1.1 2012 IECC) TO"ft window St10 3,1 sgft orage 1/2" drywall Boiler Ceiling: drop ceiling 2'x4' panels at 7' Basement Door r 20 sgft opening Floring: 0.19 ft, 152.23W - ceramic tale i Stairs: width 36" Bar ; headroom 6'8" ' riser at 7 3/4" Pool table ',' tread depth at 10 Room Ventilation: Not less than 8% of floor area Basement minimum of 4% openable to outdoors window ° ° use mechanical ventilation if necesary 3,1 sgft (section R303 2009 IRC) m Bathroom: Mechanical ventilation with minimum 0) 0 rate of 50 cubic feet per minute so (2009 IRC R303.3 Exception) 30'11"ft 3'5"ft TOWN BARNSTABLE f 385 Shootflying Hill Rd Centerville, . . - �'IYIw,!prikrMM6p1iNEMkkattyquEisCctCY3e4ivSry Basement window r 3,1 sqft g oP ng 6'6°ft { 6'0"ft Oil tank 4'5"ft ° .. 40.00 W a Walls: ::�Bathroom N 2x4 studs Area 602 �� �+2 R13 insulation + rigid foam panel R5 or R19 m Baseen l 7'001 ft (table R402.1.1 2012 IECC) window St or 3,1 sgft age 1/2" drywall Boiler Ceiling: drop ceiling 2'x4' panels at 7' Basement Door 20 sgft opening Floring: 15223 ft% , ceramic file Stairs: width 36" headroom 6'8" Bar ) riser at 7 3/4" Pool table tread depth at 10" Room Ventilation: Not less than 8% of floor area Baseme t minimum of 4% openable to outdoors window ° ° use mechanical ventilation if necesary 3,1 sgft (section R303 2009 IRC) m Bathroom: Mechanical ventilation with minimum 0) 0 rate of 50 cubic feet per minute m (2009 IRC R303.3 Exception) _ 0 k r 30'11"ft 3'5"ft y . i ' ►►��C OF B RNSTABL6 385 Shootfl in Hill Rd . Y g Centerville UVI Basement window r 3,1 sgft , q op ng 6'6•ft 6'0"ft 4'5"ft Oil tank ° 40.00 ft% 'v Walls: in 2x4 studs Area Bathroom 602.9 ft2 R13 insulation + rigid foam panel R5 or R19 1 Basement -J (table R402.1.1 2012 IECC) TO"ft window , 1041 ft - 3,1 sgft Storage 1/2 drywall Boiler Ceiling: drop ceiling 2'x4' panels at 7' Basement Door 20 sqft opening "R =T Floring: 0.,9ft° 52.23 H� ceramic tile � 1 Stairs: width 36" headroom 6'8" Bar ,� riser at 7 3/4" Pool table tread depth at 10" Room Ventilation: Not less than 8% of floor area 4 � Basement minimum of 4% openable to outdoors window ° ° use mechanical ventilation if necesary 3,1 sgft (section R303 2009 IRC) m Bathroom: Mechanical ventilation with minimum 0) 0 rate of 50 cubic feet per minute cD 0• (2009 IRC R303.3 Exception) - 0 30'1 T"ft - _. it 3'5"ft