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0141 PHEASANT HILL CIRCLE
�T �� U-rs 3 — 0-�a -6�c� f � �f V � I Z Z Dome 16 nomood ®�® SMOKE DETECTORS REVIEWED p FRONT ELEVATION O Is SCALE: 1/4" _ - m LE BUILDING DEPT. DATE O U FI E DEPARTMENT DATE - BOTH SIGN TURES AFE FEOWRED FOR PERMITTING - � O N m Q O u w W C , lu C ~ O E SHEET REAR ELEVATION Al SCALE: 1/4' . V-O° JOB: 1512 DRAWN BT: KW DATE: B/6/IS t Z some . . W ww LEFT ELEVATION RIGHT ELEVATION sms SCALE: 1/4° I'-0° SCALE: 1/4" --1'-0" o „ 12 ^.. - 4 C TYP.RaaF 'HURRICANE CLIP' j F.G.INSUL. 2zt0'°p IG•O.C. ' FASTENERS AT ALL R F.G.INSULT ° /1z0'S p 16 O.C. RAFTER/TOP PLATE - . 6/8'PLYWOOD SHEATHING/ ° JUNCTIONS l'1'P. ASPHALT SHINGLES 1z3 STRAPPI RIGID WIND WASH BARRIER RFiTIIRID 1�' Tw EDGE of ExrEwoR BA HALL J 2 BLOCKING 4'-0'O.C. 12 IN FIRST TWO JOIST yN0'9 p 16'O.C. } 2z10'S O.G. ' BATS FROM GABLE WALL TYp FnVF� . lag FASCIA/1z4 CUIT�INUOUS VENTING GR INQ D.MEI96ER EW. 1z3 STRAPPING 13R IP E YP N - \ IR'G .BOARD i`-q.T 1><D FRIQE BD.W/BED MOULDING � ' KITCHEN FOYER TYP-ExrERIDR WALL O N 2zi EXT.STUDS 0 24'O.C./ 6'R'F.G.INSULJ co In'PLYWOOD SHEATHING/ lu FINISH F1:WR '-0' 4'-0' W.C.SHINGLESTTVIX WRAP/ # �— s/4'OSH SUBFLOOR R -1 FIBERGLASS INSUL. E4 2-2 10 GIRDER PT 2a1015 p W O.C. out UUU 2 10's 0 16.O.C. 2x10'S p IG'O.G. J W e 4.4 P.T.POST B-2z10 GM 4'-2 TYP.FQNDAT�WQLLLLw�ypLL _l - GALV.METAL POST ANCHOR P.T.SILL ANCHORED 2B'O.C. '— W r'soNo TueE PIER8A5EMENT __BR B'zT-9'CONCRE E wT DAMP PROOF BELQN GRADE O B,/2'LALLT COLUMNS 10'zlb'CONTINUQIS FOOTING V LJ r s 12 CONCRETE SLAB k NOTE, b MIL VAPOR BARRIER t! EMB ANCHOR BOLTS Iz'-D• 12'-0° EMBEDDED 7° SPACED 28°O.C. .. ... .. ...._. .. ,_. .... 12' FROM CORNERS o WASHERS 8°2"'/4° ' 6 2-6° 16 SHEET 24.-0° A 2 SECTION "q" JOB: 1512 SCALE: 1/4' - I'-!" DRAWN BY: KW DATE 8/6/15 48 O' _ 1 DEC NEW iY •• _JIF A' O O v1 L low � 13:_6v 12i-6n 2x1O0 Q� 244DH2050 'p - .x�. - I KITCHEN RdF. -•IA E URPET VINYL .. . ST 12'-0° - - DN 1a ®.° CO - 2a GARAGE 2. DW2wq o ' O (3)q 1/4'LV ABODE FLVSH — 4'CONCRETE SLAB 32'x5T O PITCH TOWARD 2A E� D p I I 244DH2B50 O URPET - 2A in , 92'x60' 2-4' 14'-4' 7W O-H.DOOR 3 2" b 3. _ p 0 co Q SEE DETAIL SHEEP H6 # W z NARROW WALL BRACING ~ uj p IL 4 O' 6-0' 7-0' 7-O' 6-0" 4-O' 2'6° 34'-0' 14:_Dv 48'-0° SWEET FIRST FLOOR PLAN f� SCALE: 1/4" - I'-O' JOB: 1612 DRAWN BY: KW DATE: 8/6/15 5-0' memo 2 . A H - ` VINYL 21 O ' 8 U. 2 2fi 2fi 24 `m CO 26 O 2 -2 TI DN. 64457' V BEDROOM BEDROOM - CARPET t' CARPET - c o _ KNEE WALL P KNEE WALL O u w z � E Q J d H O U SHEET SECOND FLOOR PLAN �� SCALE: 1/4" - I'-O° JOB: 1512 DRAWN BY: KW DATE: B/6/15 14'-0' s U S-4° 2'-4• V 1 '----//yyBB' -- • NNW - `T'110 GIRDER O pp 4x4 P T.POST 1 ` GALV.nETAL POSE ANHOR.C . i — - j 10''S TU 01J0 BE'PIER TTP. _ I - . c earn I :.I• - F O I I 19uLKUEADI I� 1 1 I I Z-4cNow •coNCRETE wnu I I_. BA5EMENT a v I lcklo•cGNrlNuous PmrlNc TTP. I I I F VAPOR BBAMIE�R 5'-II° I _ GARAGE SPLIT 4'CONCRETE SLAB I « - GIRT _ - PITW TOWARD IVI en I I IXAVVIA I 3-h10 GIRDER -- _ 3 In-DIA.5TEEL--t . I e I 30'x30'zIZ•f.QKRETE PAD __ __ V�. - I I I L- WALL 10• o. e•x V-9•coNc.wnLL L _ ——-1 I I 16'zID•CQIiIN0005'FOOfING TTP. I. — D --------------- '------- -- ---�.------- Q m # W Z a NOTE 9'-6° 2'-3° 5/5.ANCHOR BOLTS �- EMBEDDED 7° 0 I 34'-O° 14'-0' SPACED 28"O.C. V 12" FROM CORNERS WASHERS SHEET A5 JOB, 1512 DRAWN BY: KW , DATES 8/6/IS EMEND NDR TO CORNEy 2x6 DBL TOP PLATE • - • `,F�i� •. RAFTER 0 16"O.C. U FULL HGT.STUDS JACK STUD NAIL TOP PLATE H2.5®EA.RAFTER ~ w TO BTM OF"DR =' APPLY SI PSON51D.E. ACEMST OF CONNECTOR-, ' . 52 O.C. OF 16d NAILS - , ON THE INSIDE FACE OF HEADER I ' TO EACH JACK STUD NAILED ad C PANEL I 5.O.C. COMMON HE4DER CONTINUOUS HEADER TOP PLATE ®S'O. .EDGE AND FIELD .Y,' CORNER TO CORNER Z rr OVER MULTIPLE OPENINGS &�•.. DOOR.TRIMMER STUDS , ®RAFTER TO PLATE CONNECTION w SCALE:N.T.5. 2- ANCHOR BOLTS V.3 II J 'PLATE ASH TE WERS EA 3' II { EACH NARROW WAIL SECTION ' 41 I - DOUBLE ROW w STAGGER NAILIN 'r* INTO BOTH PLATES w w 2.1 DBL.TOP PLATE : Q bowl .A VERTICAL STRUCTURAL PANE i �JI NAILED ad COMMONi"C{ m NARROW WALL BRACING AT GARAGE DOOR O3`O.0 EDGE 1 AND 2'IN FIELD ( 3 SCALE:N.T.S. 3 tap iA r¢'y - WIND ZONE COMPLIANCE: W- 30X OF EACH WALL RUN � � k VERTICAL SHEATHING WITH '`'� '}�;. ed NAILS 3' EDGEA2' FIELD (4)16d NAILS PER FT BOTTOM PLATE VERTICAL -.�. _ DOUBLE ROW STRUCTURAL PANELS STAGGER NAILI IBREAK ON SECOND FLOOR is t>T INTO Borth PLATES L- It OF EACH WALL RUN p RIM JOIST 2°6 DBL TOP PLATE. VERTICAL SHEATHING WITH 1;fys ed NAILS 3° EDGE/12° FIELD - �p�# (4)Ibd NAILS PER FT BOTTOM PLATE p >tyy' }' .[[t{Y N"x SECOND FLOOR N VERTCAL Lh k' VERTICAL . e RIM JOIST STRUCTURAL PANELS "�Y`` mg NAILED.COMMON j�> { . STRUCTURAL PANEL ®3.O C EDGE T o a'O.C. E ad COMMON-AN... OMMON } :� pp$ J AND 12'IN FIELD k_N.1 �4 iy K" AND 2'IN FIELD 'tp } ,: Q ri, DOUBLE ROW Is Y)_' !},,yy DOUBLE ROW STAGGER NAILIN "{'_, 5TAGGER NAILIN INTO BO%AND SILL INTO BO%AND SILL �- _ 4 : SHEET V O FULL HEIGHT SHEATHING —SINGLE FLOOR ^ FULL HEIGHT SHEATHINGAN.T.S. O —I"IULTI FLOOR SCALE:N.T.S. .JOB: 1512 DRAWN BY: KW DATE: a/6/IB t"E' ti Town of Barnstable Building Department- 200 Main Street ASTABLE. * Hyannis, MA 02601 9 MASS. 1508) 862-4038 i639. Certificate of Occupancy Application Number: 201505060 CO Number: 20150231 Parcel ID: 002002084 CO Issue Date: 12107115 Location: 141 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: AFFORDABLE Building Department Signature Date Signed TOWN OF BARNSTABLE -- — t ti Building 201505060 . Permit BARNSTABLE, Issue Date: 08/13/15 9 MASS. �p 1639. �� Applicant: BAYSIDE BUILDING,INC rFb MAC A Permit Number: B 20152189 •� j Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/10/16 Location 141 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 002002084 Permit Fee$ 612.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 120,000 Remarks -- --- — - APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A THREE BEDROOM TWO BATH CAPE STYLE HO E Wift CARD MUST BE KEPT POSTED UNTIL FINAL AN ATTACHED ONE CAR GARAGE-AFFORDABLE INSPECTION HAS BEEN MADE. WHERE A (. f CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL f :Address: PO BOX 95 INSPECTION HAS BEEN MADE. I CENTERVILLE,MA 02632 Application Entered by: JL Budding Permit Issued By: a j I'Hls PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,kUtYCR SIDEWALK OR ANY PART THEREOF,EITHER T PORARILY O1LARWNAjENCROACHMHNTS'ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS1MAYBE, OBTAINED FROM THE DEPARTMENT OF PUBLIC-WORKS.1.HE ISSUANCE OF THIS PERMIT DOES NOT-RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE"SUBDIVISION r RESTRICTIONS I" ti a : MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: .1.FOUNDATION OR FOOTINGS, 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. I 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. I I WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. i WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. • I PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 15 v K lo' �t,-i Ir 2 2 2i�iYf G� 3. QFioJ � ��?�/S' 1 Heating Inspection Approvals s,, ,n Engineering Dept ' Fire Dept f 2 Bqq41rd of U-9aj l� P o _y � � _ _� . ' ,. � ,. _ . r .c. . -�•, �5 . � � � =, I 4 J„ n Home Ener Ratin Certificate Registry ID 213699968 gy g Rating Number 1313 Certified Energy Rater Andrew Popielarski 141 Pheasant Hill Circle Rating Date 12/03/2015 Cotuit , MA 02635 Rating Ordered For Bayside Builders Estimated'Annua["Energy.Cost Use MMBtu Cost Percent 5 Stars Plus Confirmed Heating ; 29:0 $451 27% HERS Index: 60 - Cooling - 0 $0 0% Efficient Home Comparison: 40% Better Hot Water 3.8 $224 13% Lights/Appliances 17.1 $1001 60% GeneraC'Information Photovoltaics -0.0 $-0 -0% Conditioned Area 1355 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 52.1 $1676 100% Bedrooms 3 Criteria Mechanical Systems."Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 46.00 CFM25. Ventilation System Exhaust Only: 54 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building;SheWFeatures Ceiling Flat R-30.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.290, SHGC: 0.320 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 534 Clg: 534 CFM50 Energy Raters of Mass C° Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights and Appliance Features pp 800 503 2233 Home Energy Ra 'W. tere uc Percent Interior Lighting 100.00 Range/Oven Fuel Electric " lnfo@energycodehetp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I. A*rFN1PAN__ ~ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel� � Application # / 5 56 ..Health Division Date Issued 1 Conservation Division Application Fee Planning Dept. Permit Fee /, o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 191 @4., Hill Cryk— Village 1 Owner O Address Telephone Permit Request 0 C) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Z o al n6� Zoning District Flood Plain C Groundwater Overlay ; Project Valuation Wv Construction Type—� Lot Size 7,7 Grandfathered: ¢ Yes ❑ No If yes, attach s porting=ocuqr ntation. Dwelling Type: Single Family 2L Two Family ❑ Multi-Family (# units) ` Age of Existing Structure Historic House: ❑Yes B44o On Old King's Highway: O Yes $6-Rlp Basement Type: ALEull ❑ Crawl ❑Walkout ❑ Other " Basement Finished Area (sq.ft.) 9f Basement Unfinished Area (sq.ft)tI&_ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing anew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: KGas ❑ Oil ❑ Electric ❑ Other Central Air: 4t(es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded U Commercial ❑Yes &No If yes, site plan review # Current Use � _6f Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameZl( Telephone Number Address 0, l7. '�. opyzi&v a( Q_ License # 0Ut-la Home Improvement Contractor# Email A &}' Worker's Compensation # 007134 0 ALL C =STRUCTION //D __BRIS,,R ULTING FPtAM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Y f i j FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t MAP/PARCEL NO. r ADDRESS VILLAGE OWNER w r DATE OF INSPECTION: FOUNDATION 3 S r' FRAME G ©� K INSULATIO c r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t?J?//5- b E DATE:CLOSED OUT { ASSOCIATION PLAN NO. K SubcwtradLOT's MeuT8 nce 2012 w t �Palury GLs 1p � t Cao-�tcatar 'Ef_fecbe Dafie kEx9b Effe�te��Dafie ` xeGafi��� All Cape Garage Door 508-398-2757 I 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/1.5 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/1-2 DBA-N/A 06/01/15 Kitchen Appliance Mail 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 1 ID Home Energy Rating Certificate RatigN'Registry Certified Energy Rater Andrew Popielarski 144 Pheasant Hill Circle Rating Date August 2015 Cotuit , MA 02635 Rating Ordered For Bayside Builders Estimated,Annual Energy Cost W W Use MMBtu Percent 5 Stars Plus Heating 29.1 12% Projected Rating HERS Index: 60 Cooling 0 0% Hot Water 3.5 15% Projected Rating: Based on Plans- Field Confirmation Required. Lights/Appliances 17.0 71% General Information Photovottaics -0.0 -0% Conditioned Area 1355 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.9 100% Bedrooms 3 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2009 International Energy Conservation Code 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. Duct Leakage to Outside 65.00 CFM25. Ventilation System Exhaust Only: 65 cfm, 36.O watts. Programmable Thermostat Heat=Yes; Cool=Yes i Building Shel['Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance Features Sagamore Beach MA 02562 " - — — — 508-833-3100 Percent Interior Lighting 80.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Town of Barnstable. Regulatory Services gb Thomas F.Geller,Director BuRding Divisiou Toni Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wvrv.town,b arnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Property OvnerMust Complete and Sign This Section - If Using ABuild'er as .Owner of the subject property hereby authorizeA. A A to act on my behalf, in all matters relative to work authorized bythis building permit application for; , (Address of-f ob) (Sipa e f Omer ate Print Name Q TORh4S:O1rf-,7EFPEn11S SION SS , 4 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 BRIAIv T DACEY�= PO BOX 95 _ . z CENTERVILLE MA 02632.,9yyy4 Expiration Commissioner 04/19/2016 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (3-sec. gust).................................................................. ................................................ 110 mph Q Wind Exposure Category...........................:::.................................... .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q RoofPitch ...........................................................................(Fig 2) ..................................................12 s 12:12 Q Mean Roof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W ...............................................................(Fig 3)............:......................................24 ft <_80' Q Building Length, L...............................................................(Fig 3)...................................................48 ft <_80' Q Building Aspect Ratio(LIW) ................... ..........................(Fig 4). ..................................................2.0 <_3:1 Q Nominal Height of Tallest Opening2...........................................(Fig 4)..................................................6'-8" <6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...............:............................................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................:............................................................................................................. Q Concrete Masonry .................................................................... ..I.......................... ... N/A ................................ 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 28 in. Q Bolt Spacing from end/joint of plate .............................(Fig 5)........................................ 12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)...... .......................................... .7 in. >7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in. >_ 15" N/A Plate Washer................................................................(Fig 5)..............................................>_3"x 3„x 1/4, Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Q Maximum Floor Opening Dimension.:.................................(Fig 6 < Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..............................................:.....—ft <_d N/A Floor Bracing at Endwalls......................... ..........................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Q Floor Sheathing Thickness .................I................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' . Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ..........._......................:.....................(Figs 7&8)............................................_ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls............... ................................(Table 5).........................:..............2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs..:.........................................(Fig 10)................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................. ............... ft>_W/3 N/A Gypsum Ceiling Length (if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ......................:.................................(Fig 13 and Table 6)............................ Splice Connection(no. of 16d common nails)..............(Table 6)................................................:............6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)...........;....................(Tables 7).......................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)......:.........................(Table 8)................: .......3 Q..................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) I Header Spans (Table 9).......................................:..6 ft 0 in. <_ 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_ 11' Q Full Height Studs (no. of studs)....................................(Table 9).............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans.... .......................................................(Table 9)..................................—ft in. <_ 12" N/A Full Height Studs(no. of studs)....................................(Table 9).............................................. ...........3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ....................................................:....................6'-8"s 6'8" Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 1.0).....................................................12 in. Q Shear Connection (no.of 16d common nails)(Table 10)...........................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................71% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts).................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2............................................. .......................6'-8"<_68" Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11)......................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 11)...........................................................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................24% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts).................... N/A Wall Cladding Rated for Wind Speed?.............................................................. . Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19) ..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral .............................................(Table 12)...............................................L=176 pif Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker......................:...................(Figure 20) ............._ft<_smaller of 2' or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ..............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q LATHE PHEASANT MODEL-COTU1IT'MIEA� D�OWS MEETS_THE CHECKLIST IN ITS ENTIRETY,THEREFORE ITHE_FOLLOWING_NOTE APPLIE'S:, Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' -WHSN THIS EDGE RESTS ON RRAMING EJSE&i NAiL$ ATfi�oJ:. 11' it 11 11 1 11 11 11 11 1r 11 11 11 1 H 1-I 11 1 l I 11 11 11 -`C 11 Ir, 1 i m it li L 1 �1 11 - 1t Z 11 11r W R 11 I I IL d 11 I 11 Q 11 it 1 1! 11 - 1 la t 1 11 �11 11 II 1 DOVB-�-frl IE - I\ MAILSPACWG PANEL d � � See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 Ed 1 1 �x4 i� r 1 1 1 r +1 1 r 1 11 m 1 1 Qa nQ � 1 FAMING MEMBERS 1 EDGE DUERME FE 1 1 !1 I 1 1 Z i 1 am ; 1 1 j 1 1 L_ _ _ ___ _.ice -- ^^^�9 STAGGERED 3"MlN KNL PAT FERN PANEL PA%We-EDGE DOUBLE NAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Department of Industrial AecideWs n r Office oflrzi stigadons 600 MashingtaraStreet &ostan,.lam 02111 'i v zass. o-P/d!a Workers' Compen:sation Insurance Affidaidt: B -l€firs/Contract€.rs/Electrieian.s/P-lumbers AppHeant hformation Please Pent Le2ib:Iy NaMe (Business/Organization/Lndividual): 15144 Z AIC— . P Address: Pha11.e;r. Are you an employer?Check the'apprdpriate b9xe• Type of project(required): 1.❑ I are a employer with 4. ff I am a general contractor and I 6. � New construction , employees (full and/or part tune).* have hired the sub-contractors 2.❑ I arm a sole proprietor or partner- listed on the attached sheet.I ❑Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition worldng for me in any capacity. workers' comp.insurance. g. ❑Building addition [No workers' comp,insurance 5. ❑ W6 are a corporation and its required.] offfcers have exercised Their l0.❑Electrical repairs or additions 3.❑ I aim a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself[No workers' camp. e. 152, §1(4),and we have no 12 El Roof repairs insurance required..]i employees.-[No workers' 13.0 Other comp.insurance required.] *Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners wbo.submit l is affidavit indicating they are doing all work and then hire outside rontmctdrs must submit anew affidavit indicating such. $Contractors that check this box must attached an additional'sheet showing the name of the sub-conttabtors and their workers comp.policy information. am xz enaFlayer that is rdviding ivarkers'cons f �liy arddbf�e.p w- r n r th. p ire;fog rnc�ion. ; • Insurance Company Name: �` `, e, Policy#or Self-ins.Lic.#:_oC) 3L1 6n- _ Expiration Date: l lob Site Address: /`' t City/State/Zip: cat�_l,T A_ttaela a copy of the workers' compensation policy declaration Rage(sh.oir�g the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 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 foim of a STOP WORK ORDER and a fzn e ofupto$25a.0Ca day.against the violator. RP advised that-a copy of this statement may beforRrardedto the.Office of Investigations.of the DIA for insurance coverage verification. I do hereby certlfy under the pains and.p,enaF`les of p yrzyy that t"re ir�for°rna,'10.nprovided above is tr i e grid cor r•e& iat>3re: Date: I Phor<e#: Official use only. D©not.7vrZi2 in T s ar"ee?,to be Cxnpleted by efty or fvw.n o,lcia.l. City or Tovm: Permit/License 4 Issuing Authority (circle one): I.Board of Health 2.Bull din a Departr eut 3. C tyiTowa Qerk 4,Electrical L-sp.eei tr 5.Plumbing Inspector 6.Other Contact Person:: Phone#: AirLeakage HERS Organization Confirmed Property Home Energy Raters LLC. 12/03/2015 Bayside Builders 888-503-2233 Rating No:21313 141 Pheasant Hill Circle Andrew Popielarski Rater ID:5363711 Cotuit , MA 02635 Builder Weather-Barnstable, MA Bayside Builders Pheasant Hill 141 - Lot 84 21313 - Pheasant Hill 141.b19 BIpWer Door Test Heating Cooling Whole House Infiltration o.13 0.18 Natural ACH 2.92 2.92 340 340 AC 50 Pascals 534 CFM @ 25 Pascals 534 29.3 CFM C 50 Pascals 29.3 0.00015 Eff. Leakage Area (sq.in) 0.00015 0.87 Specific Leakage Area 0.87 ESA/100 sf shell (sq.in) Main Leakage to Outside Units 46 Duct Leakage o.0372 CFM C�25 Pascals CFM25 / CFMfan 0.0339 CFM25 / CFA N/A CFM per Std 152 N/A CFM per Std 152 / CFA 72 CFM @ 50 Pascals 3.96 Eff. Leakage Area (sq.in) N/A Thermal Efficiency CFM25/CFA Total Duct Leakage Units 0.033 Total Duct Leakage Exhaust Only 0.0 Mechanical � 'VentilationEff. C/0 0.0 Sensible Recovery Total Recovery Eff. 00 54 Rate (cfm 15) 1 . 0 - Hours/Day Fan Watts Natural Ventilation Cooling Ventilation uirements 62.2 - 201 O Ventilation R able Indoor Air Quality in Low-Rise Residential ASHRA►E per day. Alternatively, an 24 hours p For example a e to comply rovided continuously, required ' home l with ASHRAE Standard ent lat2ion0must betp n and ventilation rate is adjusted accordingly.rovide req For this be used if the operates P Buildings, a minimum of 44 cfm of mechanical may per day, as long as the system op operating mechanical ventilation systemoperate 12 hours p intermittently p 87 cfm mechanical voncelation each system uem would need to op r. average ventilation Energy Analysis and Rating Software v14.5.1 REM/Rate-Residential warranty of energy cost or savings. This information does not constitute anCorporation, Boulder, Colorado. ©1985-2014 Architectural Energy JOB SITE MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: Type: 'M24T Manufacturer:XAOSI" Cd7A-r6 0ft R-Value: 2f Exterior walls(other): Type; Manufacturer; R-Value, Interior Walls J Stairwell: Type: Manufacturer; R-Value: Basement Ceiling: Type: '1�3'77 Manufacturer: 611-9&s C6+�A,r.aSa _R-Value; Flat Ceilings: Type: Manufacturer: R-Value: Sloped Ceilings: Type: 19=r Manufacturer: a-wTz"4, Cc4.tz R-Value: BLOWN INSULATION(FIBERGLASS OR CELLULOSE) Exterior walls: i Type: Manufacturer: Installed thickness: Settled Thickness: Settled R-Value:—Installed density: Coverage Area: Number of Bags: Flat Ceilings: Type:x:(�qu�W gs Manufacturer: 01.yyA..s e4v2tyE='4 Installed thickness:if Settled Thickness: 1[�H Settled R-Value:_ 9 Installed density: .7Y7 Coverage Area; '/.10 Number of Bags: �. Sloped Ceilings: Type: Manufacturer: 1�3---zjry Installed thickness:JO� s� M+ Settled Thickness: Ja Settled R-Value: JV Installed density: la '� Coverage Area: d Number of Bags: 9 By: Date: For MAP Install uilding Prod s Couninon-wealth of -Nlassachusetf.s Date: Permtayf �QlPS3�— OCT 02 2015 Estimated job Cost: S OF gARNSTABLPermitFee:"S Plans Submitted: YES NO '✓ Plans Reviewed: YES NO Business License t 1&O iApplicant License a9 � Business Information: Propel-ter Owner/job Location Infor-oration: Name: Name: u /e, �10 5 Street: C�,:�, AJI J I Street: 14, MHill l'a J,v j City/Town: W. �P' IQ�`l (Qyo CLiy(rO1Yn: __00* 4 Telephone: 5Dg- OU5.— 11 Q0 Telephone: n f n Photo I.D.required/Copy of Photo I.D. at- ched: Y-ES NO Staff IL•i-dal J-1 license J-2 /hd resnicted to dtivellin s S-sLori. s or Less and col, ercial up to 10,000 Sq. fft.i 2-stories or iess Residen-dal: 1-2 family V iVI ti-laidy Condo/Townhouses 0`L-er Commercial: O.LLce Retail Ludustrial Educatimaal L szdtai.ana- 1. Other Square Footace: under !0,000 sq.f. VI/ over 10,000 sq. R. _umber of Stories: Sheet metal work to be completed: Nets' ork: V/ RtrLo atiOn: ii-VAC ✓ iyictal Watershed Roofing Kitchen Ex-hat,st System Mfiet.al Chll .a ey/Vents AIr Ealancim, Provide detailed description of,work to be done: ai L MiN INSURANCE COVERAGE: ' C I have a current liability insurance policy or its>equivalentwhich,'rneet 'the requirements of��.G.L.Ch.i12 Yes r 1~o I i i I e the type of coverage by checking the appropriate.box below I.you,have checked Yes,indicat : — Other e r deninit pond U ! A liability insurance policy type in , required b y Chapter 112 of the nce co OWNER'S INSURANCE WAIVER: I am aware thatthe licensee does aVeotnera es This requirement. } signature on this permit app N'lassachusetts General Laws,an c that my g Check On.. Only i Owner (i Agent Signature o er or G,;ners Agent•, ,. _ i - cartii that all o utie details and iniormabcn l have submitted(Ore,;=`n d.0e r i,issued`fo?his applic=uon will b_= e bo... .I hereby _ - =corned under B�ch.,c`ina this �. _ - installations p- , } _ 0 4 and irs_ knowledge and in_.=_!I sheet m-tal pro. - ?o the General Laws. accurate to the best of my �. Chapter 11 .-a ' al Pertinent provision of the MassachLses Building Code and i n cenp{ian....with_.!pe - ' required prior to insLlation installation: YES NO Duct insp..c�!on requlr., ProGresS Inspections CC,-_" 8?S i Final Inspection - - - - - _ - - - - - -Co=�= t' � l f Type of License: � l i D master _� Master-Restrict�u ! CityLIZ rov,n I IIJJurrevpercn ( 5ign==.ure of Licrrs e it= ❑JOum- person-Restri:.ted Lic2ns� L[(iiber: �ii l,r j 10 Chec,. i 1 I i • I � i ractor Signature of Permit Approval Ins - i I • Fold,Then Detach Along All Perforations GO`IVI ONWECLTIiOF�IGIASaEI=fUSETTs. : ® ® a e ® x BOARMD +' 'r 4Th 'aK p Y" f a $HEFT MErtRL 'NO RlCEfS r � r3 ISSUE`S'" �1EF,ULL04,�RiG�Lg�CEsN*IEb ��yg rARRBUS1 x ER�C�T FIHITELEY � x ', 4 -� W , �W VtERN4[t WHI�TELE;Y PLBG D' Tf, C �' C.ONt I O NWEALTKDRMASWAUSE:TTS BOARD OF ' r SHEET 11E I AL WORKERS '�`� fSSUES `lHE `FOLLOWING L"KCENSE i , '; ,z�� AS {� hiASTfP UNRFSTRI CTED E ,c ,' . - tER}!C T{wHffTELEY r ;- tZ 1 1 Po Bax 2s 4,`E�I GNPTHAM, NA v02o69 02L8 y �AS:SACHZ�S�TTS DRIVER`S f LICE�iSE ,�— y�2gc�s3NOP� a�s�Q'�99�1 i3s - � rr `W C'1ATHAM �tA 02669 �' j _-�t� �W CC O.•03 i014 r071>?00a � i� Regulatory Servzces ksxos Thornas.l+. Geilcr Director 3 Bailding Di irlsion Torn ferry,33tilaia,v Comtnissiol.er 2GG plain Stxcct;.I-';zn is,14A 02601 Dffzce: 508-862-4Q38 a.x: 508-790 62:30 Property O—wt-rNfust Complete anc-T Sigii 'fEis Sectioa �1 �TS�xz� �IZLd� r ls OW3_er of t1h.e sabjec.property L.ereby=10rize l-.,n I (A�� t�$ t0 3CC OR I73y�ehztf; iu aII miters YELative to irk 2.T-:_ho661 by fbi_ b un pei� ,it IppJic,-tim for: q {-1- CLI-es" :)!fob) 91 C94v of Date L f P o_r erf C z�er-is applying for p e-T;.rit Please complete the Homeowneis License Ex,—.mpts.on T1o= ors th- reversc side. Q:FO RMS:0 VdNr RP LRM T,SS 1 oN WVERNON-01 DPEARSE .d►���. CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) _ 9/26/226/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 A/c No Ext: A/c No):(877)816-2156 South Dennis,MA 02660 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ARBELLA PROTECTION 141360 INSURED INSURER .B W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. INSURER D P.O.Box 1266 West Chatham,MA 02669-1266 INSURER E: INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL ISUBR I POLICY EFF I POLICY EXP LTR TYPE OF INSURANCE INS. POLICY NUMBER MMIDD/YYYY MM/DD LIMITS A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE M OCCUR 8500052832 10/01/2014 10/01/2015 DAMAGE OREN ED 100,000 PREMISES Ea ocairrence S MED EXP(Any one person) S 10,00 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE. S 2,000,000 X POLICY❑JECT LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER: I S AUTOMOBILE LIABILITY C aBIN EDtSINGLE LIMIT I S .1,000,000 A ANY AUTO 1020006346 10101/2014 10/01/2015 BODILY INJURY(Per person) S ALLOWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per acddent)I S X X NON-OWNED PROPERTY DAMAGE s HIRED AUTOS AUTOS perac.ZI IS X UMBRELLA LIAB OCCUR I EACH OCCURRENCE S 4,000,000 A EXCESS LIAB HCLAIMS-MADE 4600052833 10/01/2014 10/01/2015 AGGREGATE S 4,000,000 DED X RETENTIONS 10,0001 g WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE ER - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE S If yes,describe under DESCftIP-FION-OF.OPERATION& elow-. _ - _— ____-- - _- �_.:__ ___ -f�l:_DISEASE_P-OLICY DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation --Workers Compensation Certificate for Policy#6S62UB9972L66413 has been requested from ACE Insurance Company and will be Forwarded Directly by ACE **This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy Period 10/1/2014 to 10/1/2015 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD L , WVERNON-01 THORN_E AC�/l L.J DAW(MMIDDIYYYY)•~ �i q CERTIFICATE OF LIABILITY INSURANCE _ 9126/2016 -;--- THIS CERTIFICAT IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DONS NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CIE.RTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED RBPRESENTATIVIWi OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H Pie certificate holder Is an ADDITIONAL INSURED,the pollCy(IOS)must be endorsed. If SUBROGATION IS WAIVED,subject to the temis and coplditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the cortlflcato holder I i Ileu of such ondorsoment(s). PRODUCER CONTACT Ropers&Gray Insur�nce Agency,Inc. PHONE AZt 434 Rto 134 to. o AfC No; 877 816.2166 South'Dennls,MA 02.660 ii@-rogersgray.com _ INVURPR(S)APPORDING COVERAGE NAIO 0 1 INSURER AtArbella Protection INSURED li INSURERS 1National Liability &Fire Insurance Company W.Verrl�n Whiteley Plumbing&Heating Co,Inc. INSURakc: Chathaip Shoot Metal,Inc. P.0.B(I X 1266 INSURER D West C{i�atham,MA 02669-1266 INSURER E; ;... ..... .__.....1.• ,.-_........ .......__v..•.••:,-::•.,:.INSURER•Fr'-r;--._•_.._.. --._.._.---._......� COVERAGES I CERTIFICATE NUMBER: REVISION NUMBER: TI•115 IS TO CERTIrfY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOT%A IYH1STANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ipE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND GpNDiTIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE 01 INSURANCE dObY'EFF POLICY EXP _ LIMITS LTR Dill INM WVO POLICY NUMBER MMIDO/YYYY MMIDD A X COMMERCIAL t�IENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-M�Or - t OCCUR 8500052832 10/01/2015 10/01/2018 DAMA T I" F°� rn S 100,000 1 - MED EXF(Any ano poron) s 10,000 PERSONAL&ADV INJURY a 1,000,000 OEN'LAOCREOA'rE�IMITAPPLIES PER; GENERAL AGGREGATE $ 2,000,000 POLICY L.-J!FRG FYI LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER: AUTOMOBILE LIA511ip�Ty COME OE a 1,000,000 A - ANY AUTO 1020006346 1010112015 10/01/2016 60DILYINJURY(Parperson) S OWNED UULCD - BODILY INJURY(Peraccident) SAUT ATOS X NON-OWNED Pr�0A�i7TV DAMAGE S HIRED AUTOS:I AUTOS (Par acddant) ;I E X UMBRELLA UA�i OCCUR EACH OCCURRENCE s 4,000.000 A EXCE96 LIAR CLAIMS-MADE 4600052833 1010112015 10/01/2016 AGGREGATE E 4,000,000 090 X RE ENTIONS 10,000 S WORKERS COMPENTLUDED'I 71ON -� 57ATUTyF tR AND EMPLOYERS'LSILITY B ANY PROPRIETOR/1I'NER/MECUTIVE YIN V9WC666702 10/01/2016 10/01/2016 EL EACH ACCIDENT a 500,000 OFFICEf 1MEMSER E N/A - - (Mandatory In NH) EX.DISEASE.EA EMPLOYEE 6 600,000 Ir yes,dededbe urvJar DESCRIPTION OF OnERATIOIJ6 bylaw P.L.DIGEAGE-POLICY LIMIT S 500,000 0ESCRIP71ON OF OPI3kA7 PPNS I LOCATIONS I VEHICLES(ACORD 101,Additional Atimarka Scltodulo,may be attached It more apuce Is to(,.Woo) - Plumbing,Heating&A&Conditioning Contractor --General Liability Enclprsement 30AP2037 Provides:Addltlonal Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as ROgUlrod by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Opomtlons Coverage As Requlrod by Written Contract ..Commercial Auto ErTOorW-morlt 26AP1034 Provides:Additional Insured Statue to Certificate Holders,Prlmeiy Non-Contrlbutory,Waiver of Subrogation Workers Comport at on Includes Blanket Waiver of Subrogation as Required by Contract III CERTIFICATE HOLE ER CANCELLATION j SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 135 DELIVERED IN Town oll Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Maigi Street Hyanni",MA 02601-0000 'I AUTHORIZED'R,ETPR,EJS/LNI'A'nVE i 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01•,1 The ACORD name and logo are registered marks of ACORD Z0/Z0 39Vd $W-ld A3131IHM 6PSSSP6809 09:ZZ 5TOZ/E0/0T L The Commonwealth of Massachusetts Department of Industrial Accidents 0 1 Congress Street, Suite 100 Boston,MA 02114-2017 ,M www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNIITTING AUTHORITY. Applicant Information Please Print Leizibly Name (Business/Organization/Individual):',—U'�QA no -t\AkS\w%G Address: DN Phone#:( S-v�) Are you an employer?Check the appropriate box: Type of project(required): 1.�Q rr I am a employer with b 3 employees(full and/or part-time).* 7. New construction 2.❑I am a sole proprietor or partnership and have.no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 1F�I am a homeowner doing all work myself.[No workers'comp.insurance required.]? 10 [:]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.EJ Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp.insurance.' 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.(No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their.workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company.Name: Policy#or Self-ins.Lic.#: a` a L�M — I Expiration Date: , 1 ] Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under.MGL c. 152,§25A is a criminal violation punishable by 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifl4miler the pains and penalties o,Cp jury that the information provided above is true and correct. Signature: �"C `�" Date: Phone#: � 9 Irf Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: TempParcelEdit Page 1 of 1 w 3w55 z /Jf$�s � e 4 $ 1, s e rr " :,'w<�....w .F -�-l:..e'a,� ��'3 m. .:_.,.e...e„n�.w.:'v:. . !".:-. ..•... .': z ..= ::._.. a.m.x. .....ter .. a . Logged In As: Wednesday,January 16.2008 Frank Schlegel New Par Application Center Road System Reports Road System The record has been"added. New Parcel Detail New Mapparcel: 002 002 084 l Street Number: 141 Unit: Dev Lot: LOT 84 m . ✓"" Road Name: ]PHEASANT HILL CIRCLE �, T/R: Sec. Road: .,; T/R Villlage: 107 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: U5, - De ete AddAo�thet' httn //i.ccnl?./Tntranet[Prnndgta/TemnParee]Fdit.a.�nx?TT)=Add 1/16/2008 Foundation Certification in Barnsta' ble, ' MA Prepared For : 141 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-084 Baxter Nye -En ineerin & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539. J y -Engineering y 9 Effective _Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association,' Inc. ® Deed 78 North_ Street, 3rd Floor Book 23161 Page 59 Barnstable Zoning Board of Appeals. No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Phone (508).771-7502 Fax — (508)-771-7622 Minor Modification No. 1-® Deed Book 22249 Page 282 Scale : 1" 20' 08-18=2015 Job Number. 2005-214 00 00 , 8 �f N r N/F COTUIT EQUITABLE HOUSING, LLC y'I0 DEED BK. 21804 PG. 41 PARCEL ID: 002-002-083 t t , 20 8' ��0 0. oo O Q-� u' 1 a� a o � LOT 84 �tio 10,272f S.F. s 6 0.24t ACRES ` a� �o`'� N/F COTUIT MEADOWS rn, N/F COTUIT EQUITABLE HOUSING, LLC HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE 59 p,9 DEED BK. 21804 PG. 41 PARCEL ID: 002-002 PARCEL ID: '-002-002-085 OPEN SPACE N LO ,P •a, ND I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO (N0F�4S PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A . SPECIAL FLOOD HAZARD AREA. SHMANE G� THIS PLAN IS NOT.TO BE RECORDED NOR IS IT TO BE USED .TO ESTABLISH PROPERTY LINES. o MALLONCa No.48687 A9�FFss REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE ��,�Q SURNt GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. t COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE G ♦ ,' / WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED z C `� r' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS S \ LOT 15 PROTECTION ACT REGULATIONS (310 CMR 10)." 4y � � SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP r r` MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." \��CC %p C i SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER `D 66.47 ' 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, O REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER RECHARGE PROTECTION AREA 65.0 VEGETATED 12" DEE,P RAIN GARDEN (125, 63.0 r� 1 O� C.#j. STORAGE) ,' a,, X Jr ` CONSTRUCTION NOTES: TC ��P=64.0/ N f H #24 - BOTTOM=63.0 INV IN-59.33 ,^ ,� S t. 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE INV OUT-59 ��J \ ` SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED F 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT 83 / , �' y 2. ALL GRADING, DRAINAGE, AND UTILITY N07ES ON SHEET C-5 FROM N THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, rr J J rp 40T 14 DATED 6125107, SW4LL HEREBY APPLY TO THIS SITE PLAN. i l CLEAN 3. SEWER BUILDING CONNECTIONS: r r , r 70.0 , 69.X OUT 1 - MIN. COVER SHALL BE 3 FT. " ` - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 65.0' //� O�/ ` 9C�. 4g �,'1� �� INV.- N `v�+ `� AS REQUIRED BY'OMNSTABLE DPW. .5 6, ' tik s0.23 ', - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALT. BE 2.1 X. S Cl�R v( INV.-,/ �� ( STEP XA ! Grp 61.4 • 190 N PROVIDE (1) 6' DIA. x 6' DEEP,' J�y P� " P . 5 -� y j LOT 13 REACHING BASIN W/ 1' STONE ,SURROUNDING (OR ALTERNAT i ti'o9 , 70.10 h�K� ,WP� n EQUIVALENT VOLUME OF 289 64.5 64.25 rt i ,�" `�' k� ° 1'F " Cotult Meadow Subdivision r CF) CONNECT ALL ROOF , r i , �` i ► ti s DOWNSPOUTS TO LEACHING r i 0 / , \ 1 �, BASIN r 0.0��P o �,� Cotuit•Barnstabie, Massachusetts 'r r mod► t ,Lp " O ?� PREPARED FOR ° r �o ` • w '� os " COTUIT ,EQUITABLE HOUSING LLC �,!/ ,'LOT 84 Q 10,1272f S.F. ' P. 0. Box 85 r 0.Rk ACRES 4, u�� LOT 85 ` ` Centerville, MA 02632 r� I. -x \ 63.0 �� 5� `` �, Q T11tE ,J o \ X � - Site Plan w y -OPEN .SPACE Lot 84 ~ 141 Pheasant Hill Circle �. ' � `� � � �I 11��9 � `�,` _ N �,� BAXTER NYE ENGINEERING & SURVEYING o VEGETATED 1 " DEEP `� 0 Registered Professional RAIN GARDEN (125 x, ,` ` LOT 12 Engineers and Land Surveyors ��N OFAfjq C.F. STORAGE 3rd Floor,H amis,MA 02601 �' MATTHEW GN t TOP=64.0/ ' ,� �, N 78 North Street, y � °y � BOTTOM=63.0 �t 1 ` Phone-(508)771-7502 Fax-(508)771-7622 EDDY •L CIVIL w No.43183 SMH #25 20 0 20 40 °� FirsrEa``���```r 66.50 INV T S G� �.•� SSr NAL�av ,c SCALE IN FEET SCALE 1" = 20' DA 08- -15 REV. DATE. REMARKS 0 LOTw84 MWIN NAM N a 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214