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0101 PHEASANT HILL CIRCLE
t-VNAV C,I'liz- NE �tti Town of Barnstable Building Department - 200 Main Street A) BARNSZASLE, + Hyannis MA 02601 9 MASS. F1 gip. (508)�862-4038 Certificate of Occupancy Application Number: 201404746 CO Number: 20150017 Parcel ID: 002002087 CO Issue Date: 02/11/15 Location: 101 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: C'J" Building Department Signature Date Signed TOWN OF BARNSTABLE BuildIng . 201404746 PermitMkMSTABIZ, Issue Date: 08/08/14 9 MASS. i639• �� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20142047 prFD NU►'1 A Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/05/15 Location 101 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002087 Permit Fee$ 1,122.0.0 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks .., APPROVED PLANS MUST BE RETAINED ON JOB AND THREE BEDROOM-2 1/2 BATH HOME WITH AN ATTACHED 2 CAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE �� �Y F -- INSPECTION HAS BEEN MADE. WHERE A t CERTIFICATE OF OCCUPANCY IS REQUIRED,`SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 y. INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 1 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF;ETTHER;B gokAkliV N L ENCRO &NIENTS`ON PUBLIC PROPERTY;N0 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE MUST BE APPROVED.BY THE JIJRISDICT[ON. STREET DRYALLEY GRADES AS WELL AS'DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE M .- ,s :r OBTAINEDFROM,THEIDEPARTMEW OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT:DOES NOT<RELEASE-THE APPLICANT FROM,THE CON.DITIONS OF ANY APPLICABLE SUBDIVISION``: RESTRICTIONS r .- xf MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. I' ° 2.SHEATHING INSPECTION 4 ' 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). .'. 6.INSULATION. ?' 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE.,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. t WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). jj� 1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 3je Alp .- % - 9 is //,/ 1 ro(-j6-y vic 2r F ra 2 2 ✓a c 3 QJ"S FrleF. of-F 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 f lth __ �R - m TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOT�� L+O Lf-7 1 o Map..! ®�Z Parcel 60 2. Q Application # Health Division Date Issued Conservation Division Application Fee vo Planning Dept d 2a - Permit Fee Date Definitive Plan Approved by Planning Board j- r Historic - OKH W _ Preservation/ Hyannis yd• Project Street Address 2-n -�11 (r� Village: Owner HOV51 Address � ' `� Ac eN t r 10 Telephone - O Permit dRheqest o o✓�S a rc2 ( �'�t Q L Square feet: 1 St floor: existing proposed 2nd floor: existing proposed SZo Total new 2J 2C� Zoning District F Flood Plain C- Groundwater Overlay Project Valuation 22� 0� Construction Type__L�_�Z � Lot Size-_ /_ Grandfathered: ❑Yes allo If yes, attach supporting documentation. Dwelling Type: Single Family PIL Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes A-No On Old King's Highway: ❑Yes >allo Basement Type: Q.Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) (sz to Number of Baths: Full: existing new 2- Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other ©Cn o Central Air: AYes ❑ No Fireplaces: Existing New Existing w 0di coal stokz: ❑em s ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn;.24 existing ne size_ Attached garage: ❑ existing ❑ new s e _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �= Commercial ❑Yes WL No If yes, site plan review# - -Current Use � . Proposed Use ( l 4 . . 5/O APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r\c, Telephone Number c j ' 7 / ) '-/w 0 Address UY- V I License # 0� Home Improvement Contractor# Email kk 0vv) Worker's Compensation # 007 50 622— ALL CONSTRUCTION DEEQS RESULTING FA THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEG�! FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME c INSULATION IA FIREPLACE r f a° ELECTRICAL: ROUGH FINAL is PLUMBING: ROUGH FINAL y e GAS: ROUGH FINAL i T FINAL BUILDING E DAT&CLOSED OUT ASSOUIATION PLAN NO. I �f • IIt 1Q19 JulLj N _ _.. -= =-. .-._ - _ -_...- - Kip ------- - _ - _ - _ - _ SMOKE DETE TORS REVIEWED = - - a 8 R! BL UILI GN ..EPT. DATE FIRE DEPART ENT DATE ® ®® 1m BOTH SIGNATURES AR REQUIRED FOR PERMITTING ® ® 3 w t0® ® ® Q a _ � oaao -- � � FRONT ELEVATION Z (1/^' SCALE: 1/4" - I'-O" o V ' m m yn ® _ aaao �t Z W I SHEET REAR ELEVATION L---i A SCALE: 1/4' a 1'-0' I DRAHN BT: KM DATE: �/22/14 - . N U 9 ir O it loZW M O LEFT ELEVATION W p! IL x - SCALE: 114' - V-O' -• 11 to ------------- Q = _ _ Y W ILASHEET -- RIGHT ELEVATION A SCALE: 1/4' a V-O' MOB DRAWN BT: KW DATE: 7,72114 � o N 24'-0' Ir-lY Ir-0' N Fq HEF KITCHEN I r V . C 16-51/4-- -- ———— TW 24410 - 3o ,6-.w T/B BMArlM 2fi 3 — ———GREAT RCiOIa ———o— i F. Q c a 12'-3 3/4' 6-0' -G. IB-O I '-4 In' 2-4' 4'-B' •- Is- = 4 IS E. - PANTRY y ` 0 - g E' IN '01 II 24 —— / �W .' TO ID6E ^� TW 2MI0 6 O •T•W E •: STEP °D C n 30 I/B•x60 T/B' �. 22 2A 9 212 ` m -- -- ---2—� 2fi 4 1 fi = 0' 9 �L ,p 1 0 :0 2 y E 4'-1 In' fi AN 251 _ 24 o — — 14'-6 /4' 2 2B 7/B'x21' • u c n LAUNDRY I. fi 2 SMIFiE MASTeto O O TN2442 s 14 n 6'-T I _ ` 1a-G• VB•x52 T •- In. CEILINf� Orj - m� W 1 R A X n a R � 3'-6' 4'-6' 4'-0. 7-10. B'-2• 10'-5 1/4' T-O 3/4' '-0. 9'-0' '-6• 9'-0' 2'-0' 1r-a• 2q'-a 23'-6• SHEEP FIRST FLOOR PLAN A5 SCALE: 1/4' a V-O' JOB: 1408 DRAWN BY: K DATE: 7/22/I4 co 0 19'-O•. 04'-O' @'-0' 11'-O• H , e'-o• B'-o• e'-o• 5'-T• � Id-u v' s'-n e/a• '-c' � or Z ILA �Q.'I it T — L.� ,..� BED ROOM 5ED ROOM -_ -----.----------- s k I,i1 _- — _— TP aP 1 ON sfi Pfi ]P ]P _ OP_ EN TO 0. 5 II Ill tr 4 3-B 14 TI•Y14C] W BE OW I W s B LANDM6 EV.TH II i m •I�1W�1II�� r IL l�l - — -4 I ' 9'-II Ill• III .. UJ IIII r _ :: _ _ ___-- . -,. :-: - I, - _- .-_ ...: - OPEN TO OPEN TO - - BFLOW BELOWif - _ - i . _ II Ilil IIII III II I IIII Y Zj I ilN I Ij I IL j I m t I IIII i li; I I I I,_i Z N 5'-5 B/4' t W-11 In' T-0 B/4' _ '-I I/4 F I7-O• 3B'-fi• D'-6' 4Y-0' QA SECOND �MM SCALE: 1/4' - I'-O' 64'-W 24'-0• 12'-O' 12'-W 4'-O- Cb — I :I --- J r L J ,:L_ J L - 0 0 0 J e•xT-a•CONCRETE WALL I — _ - � m IG'xro'CONTINUGVS FOOTING I e (2)9 I/4'41 9/4'LVL GIRDER I �I �',12'CONCRETE PAD TrP. I� {�� `y---W7, "I a _ i*i •. r IPICT L :J L_\.J L�_i\J L\\.\:] �,J. L•. -.J.. L_.. rxTl ` i'xT-9'CONCRETE WALL I �I x V n 'x 16 10'CONTINUOUS FOOTING I I _ N 0 ,I - _ an_ b g • — I I EYY�Y46 I FULL BASEMENT -�" • - - - f - S I/2•CONCRETE SLAB 4'To PST UP Y I I i M R RETARDER O TO RIDGE VAPOR A I C� W1314.9 1/4'LVL I r J I M m x WALL I - AT n 71 C J L L��J (2)as COUNT TOP Barron I;.I w•.o C10NT1N000S FOOTIIN I - `I I %I_ tG•e'17 • -_ JINT p- I m�. x10 aPA L LL I II _o• ..I I GARAGE I I v d, W i'°2' ,..-_>.. i i 5 i 4' QJC6.1 SLAB . ------ --- 1 QQ I I DROP I;'i:I m t IL5/8•ANCHOR BOLTS I L—__—— DaoR DE PACED : z S2 __________ ________ 12°.FROM CONERB C. — WASHERS 3'z3'zl/4' W FOUNDATION PLAN SCALE: 1/4• - 1'-0• 16'-5 3/4• 9'-II• '-1 1/4 1'-9• 9'-i' '-0 q-G' SWEET 12'-0' 20'-G' 23'_G• c4'-o• JOB: 1408 DRAWN BY: KW DATE: 7/22/14 N Zoi Ox10'�I Ic' � O.C. ". Q - R30 F.G.INS L./ RIGID WIND WASH BARRIER RF-0UIRED S/B•PLYWOOD SHEATHING/ AT E%TERIOR FDGE OF E%TERIOR ASPHALT SHINGLES TOP PLATE - J FASn TD1ER9 AT ALL av �Oe Y O c . RAFTER/TOP PLATE F.G.INSUL i YYY W C MIRK �6 w WRITER BEYOND SECTION CVf 12 x3 sTRAPPI BRG YJA�� �i0� �W .,/ w Tv GYP. BLOCKING IN FIRST TWO JOIST AND RAFTER r Wz BAYS FRR1 GABLE WALL TYP.EAVES _ ____1____ xlOsi16TO. __ - I W •• . C-____ _ _ _____________________ SCI _ 0 ' IzB FAA SEC PI OND ETiBER � _.___._.__ __________ __________ CGNTINU0119 VENTING SOFFIT IxB FRIEZE BD.W/BED ITOIILDING Tw FxrPR e, 0 GREAT ROOM e STUDY m BTUDS 1116.O.CJ b - 6'RZI F.G.INSULT 1/2'PLYWOOD SHEATHING/ - - 'fYVIX WRAP/.-C.SHINGLES 4'TIG�GLUED To JOIST S B 15R ILED T ' - - 2t10�i I6'O.G. 3/4 x 9 Va'LVL 2)13/a z 9 1/4•LVL 3 1/2'LALLY COLUI'41 3 I/J'LALLY COLUHN ONNDATION WALL P.T.SILL ANCHORED 32'O.C. - W BkT-9'CONCRETE I ' r - DAITP PROOF BELLY!GRADE - 10'x16'CONTINUOUS FOOTING �- �3 I/1'VAPORCONCRETE SLAB �o FIIL RETARDER WOTM'A' ? SCALE: 1/4' - P-W d IL W 5HEET 52 JOB: 1400 ' DRAWN BTU Kw DATE• 7/12A4 a r _ r - z ,b (2)1 3/4 z 9 1/4'LVL j ` (2)13/4 z 9 1/4,LVL .. . :L. 1�1 ♦1 Ya ` 3 1/2'DIA N.STD CAP 4 BASE PLATE - - - - - - - . - (2)51W DIA ANCHOR BOLTS I'IIN. ..'s - r GARAGE _ Ul 1 FF m� Z N W FIRST FLOOR FRAMING PLAN SCALE: 1/4' 1'-0' - SHEET 53 JOB: 140H DRAWN BT= KW DATE: T/22/14 - Eli - - - ZRa • �1 . m WQ .. - eEAR*4 ALL 4 O W-W 5T-L—M FWS`TFW W Y tO t d Z a N w SEWND FLOOR FRAMING PLAN iE SCALE: 1/4' . V-O' SHEET 54 JOB: 140E DRAWN BY, KW DATE: 7/22/14 IL i N Zo C3)2N0's BREAK IN RN V . (3)2xltls TOP, rr C WINDOW DORMER DORMER WALL � . (2)2 x 10's IIr1 w _ � WRIME 2x12 r _ POST 4xi 4x6 RIME(2)I S/4 x 16'LVL's POST 4x6 - .. RIME Tld BEARING WALL (2)2.10'. — — BEARING WALL -- -- --- — W k y CATHEDRAL (3)a10.TOP R ROOF RAFTERS lLL'j EXTENDED BELOW RIME y m^ U RIMM E5 212 .V 116'N UNLESS NOTED OTHERWISE O.C. Y (3)2x101.TOP W KD FRAMING PLAN SCALE: 1/4° - I'-O' SHEET 5� JOB: 140E DRAWN BT: KW DATE: 722i1q • Registry ID 799040328 Home Energy g Rahn Certificate Rating Number 14525 Certified Energy Rater Bruce Torrey 101 Pheasant Hill Rd. Rating Date November 2014 Barnstable, MA 02635 Rating Ordered For Bayside Builders Estimated*Annual.Energy Cost Use MMBtu Percent 5 Stars Plus Heating 48.6 35% Confirmed HERS Index: 64 Cooling 3.5 8% Efficient Home Comparison: 36% Better Hot Water 17.1 12% Lights/Appliances 20.4 45% 0 0 General Information. Photovoltaics o% Conditioned Area 2124 sq. ft. House Type Single-family detached Service Charges 0% Conditioned Volume 23455 cubic ft. Foundation Unconditioned basement Total 89.5 100% 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. 2012 International Energy Conservation Code Water Heating: Conventional, Natural gas, 0.63 EF, 50.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 83.00 CFM25. Ventilation System Exhaust Only: 55 cfm, 6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building.Shell Features. Ceiling Flat R-38.0 Slab None r --�— Seated Attic NA Exposed Floor R-30.0 t Vaulted Ceiling R-36.0 Window Type U-Value: 0.290, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 682 Clg: 682 CFM50 Home Energy Raters LLC Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Appliance.>Featu`res sagamore Beach, Ma. . m» ._ � � . .. 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Fax#none Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Rater: Chris Mazzola 8873503 Refrigerator(kWh/yr) 709.00 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. 2009 IECC Certificate 101 Pheasant Hill Rd., Barnstable,MA 02635 Building;Envelope>Insulation � Ceiling R-38.0 Above Grade Walls R-21.0 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab None Infiltration Htg: 682 Clg: 682 CFM50 Duct R-6.0 Duct Leakage to Outside 83.00 CFM @ 25 Pascals SNindow.Data U-Factor"'`": SHGC Window 0.290 0.310 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 13.0 SEER. DHW: Conventional, Natural gas, 0.63 EF, 50.0 Gal. Builder or Design Professional "` Signature Bruce Torrey REM/Rate Residential Energy Analysis and Rating Software v14.5.1 Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 101 Pheasant Hill Rd. 888-503-2233 November 2014 Barnstable,MA 02635 Bruce Torrey Rating No:14525 RaterID:7773906 Weather:Barnstable,MA Builder Pheasant Hill 101 Bayside Builders Pheasant Hill 101 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.`1;0 ACH C"O Pascals F- 1 JZ 1 741 CFM @-25 Pascals 435 - 435i CFM 0 50 Pascals 682 6821 Eff: Leakage Area(-sq m) 37-Al 37.4 Specific Leakage Area 0.00012 :" 0 000 12 ELA/100 5f shell (sq,in) 0:59 , 0.59,' Duct Leakage Leakage to OutsideUnits 1st"duct iCrM'@ 25 Pascals n- 83 CFM25 / CFMfan`- 0.0416 CFM25 / CFA 0:0391 C. „. CFM pet SO 152 CFM per Std`152-/ CFA N/A CFM @ 50 Pascals 130' Eff%',6 age Area (sq.m) 7:15 Thermal Efficienn"cy -::N/A Total D.uct.Leakoge Units CFM25/CFA Total Duct Leakage 0:0391 Ventilation Mechanical Exhaust Only Sensible Recovery Eff.. (!j 0.0 Total Recovery Eff. %0) : ;' 0.0 Rate (cfm): 55 Hours/Day 23.0 Fan Watts 6.0 Coohng,Ventilafion= Natural:Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 51 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 102 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required f average ventilation once each hour. REWRate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 1 i s Conurion-wealth of Massachusetts ar qJ/&jIV Sheet Metal Permit Date: 9 5 +y Permit dJ (p PERMIEstimated Job Cost: S ' Odp-mP SS ® 0 Permit Fee.- S. , 00 Plans Submitted: YES NO ✓ SEP 08 2014 Plans Previewed: YES NO Business License ��p� TOWN OF BAR_ ; �cense ill t 'v� Business Information: Property Owner/Job Location Information: Name: VLl"i' gn 11—deqj( � : Name: Street: �ll J I �Cl�`k`,'1�G; Street: �J City/Town: C, City/Town: Telephone: 500 — qq5 ' ' 100 Telephone: nll� Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2 /1I-2-restricted to dwellings stories or less and.co=ercial up to 10,0.00 sq. R./2-stories or less Residential: 1-2 family d Multi-family Condo/Tova-hhouses. Other Commercial: Office Retail ,Industrial Educational Institutional Other:. Square Footage: under 10,000 sq.f:.`V over 10;000 sq. ft.: Dumber of Stories: C�, Sheet metal work to be completed: New Work: V Renovation: HVAC itiletal 'atersheci Rooimg Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: hV-0 440VA 6Y 2LIZ- ab A a ko�_ Q . INSURANCE COVERAGE: i I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch. 112 Yes No❑ If you have checked Yes, indicate the type of coverage by.checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. i Check OneOnly Owner ❑ Agent ❑ i Signature of Owner or Owners Aaent By checking this boxr7,I hereby certify that all of the details and information I have submitted{or entered}regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations perormed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Proaress Inspe:tiOUS 7 Date- Con-hments Final Inspection - - Date - - Co=,tnts - Type of License: By i ❑ Master ! Ti-de Master-RestFicted t' v City) own [IJourneyperson Signature of Licensed Pemit y ` n i ❑Joumeyperscn-Restricted r,7 License Number: Fee wFj Check Gl4lY� rnG s.iov1d l f i Inspector Signature of Permit Approval i i T . 'Y' r I1 . - l Er ICES Pam]U7 Z�1; Thomas.l+. Geilc Lircc:Lc•r TaiIC inP,D1'7isio-a Tom Pcr—J,. tilling C'.cmmisAcr-.& 201S,'Max1 Sti'ccl ]_'1:-.Di]S.0 7�r%�('2601 Oi ce: 505-562-+033 Fa : SOS-790-62:30 'lt-s t CO,MpTctz afad Sig,n 'I"n-I's Section. ' }jCt-_'.1 ".f' l' '•( Y r v 0E Uir 511�,�CLofc " U"r I d i _ �`' i ;j - i LL J P ' _Lr�L'f 21,i_LC1=:� ,� '�'j�.`:.y1 �. �^`i�1�.11rc.+.„�`G � _ i l�.�.i r• ,Lt�� L r= i? !cvn .r!^aT__1,0 _- :.I}*'1._1.IIJ= ir,c �4L1 �C3L__i LCiC: r b'a, :. _101 -+��a aCr it.-1-0De CY O—WnCr is a ���r.jn.�JY 10r P e .-j-mt pJ.Casc Compj_eLu ih.e onaE0 ;r'17.t�.� LiCtsP,-sc E :4nz.pti.cn Op- i ie side. Fold.Then Detach Along All Perforations ;.COMMONWEALT OF MASSACHUSETTS B 0 0 ••9 a - ...... BOARD SHEET METAL WORKERS SM AS A BUSINESS ISSUES,THE.ABOVE LICENSE TO TYPE WHJ,TELEY: W VERN.ON. MHITE.LEY PLBG AND _g 28' VIL'LAGE . LANDING G , PO`; BOX `-126G �+ W GHATHAM MA':02G69 '000 292629 1'6.0 12/22/14 292629 I : 9 0 B Fold,-Then Detach Along All Perforations �t COMMONIIVEALTH OFxMASSACHUSETTS Y y SHEETBIETA}L WORKERS =l ! Y # rl'fSSUES 'THE FOLLOW'ING 'L1 CENSE I t AS A �M�ASTf=R UNR€STR I CTED `Q a • �� ERrIC T�,FWHITELEY � r ' ��,�,� '"' th 3iy4� lef 4yi� 1 \. -- kC IV& WEST CHATHAM�� MA �02669-02#8:. Ya � '�-' 2g67 o2/z8/16 �:So 1s2, t ;z Ribh-Lfax- N1-1 10M/20.13 7 : .19:'q.L AM PAGE 51/055 Fax Server acaRa CERTIFICATE OF LIABILITY INSURANCE 10.04.2013 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),AUTHOR17ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION ISWAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. Astatement on-this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COlITACT PRODUCER IIAMal - FAY. ROGERS&GRAY INS AGCY PHONE L-:C rb- 434 ROUTE 134 -,MAIL SOUTH DENNIS,MA 02660 Lnnep .a• RISURERIS)PPr-ORGI?IG CC%'ERAG- N:IC IIlSUF.ER P.:AGE-'-MERICAN It:SU AMCECOr.IPAF4Y INSURED IPISURER 6: VA,'VERNON VVHITELEY PLUMBING& I,I;URERC: HEATING CO INC&CHATHAH SHEET NIETAL INC INSURER O: PO BOX 1266 udSU REF E: WEST CHATHANI,NiA 02669 INSURER F: COVERAGES CERTIFICATE NUMBER: P,EVISION NUk1BER: THIS IS TO CERTIFY THAT"THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAAIED ABOVE FOR THE POLICY PERIOD INDICATED. NOT4VITHSTANDII`!G ANY REQUIREN4ENT, TERNI OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V)HICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERII',IS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHO'NN MAY HAVE BEEN REDUCED BY PAID CLAIistS. IiJSR ADD L SUE POLICY EPP I POUCY E{P I LIMITS LTR I i(PcOF IIISUP.AhJCE IINSRI YND� POLICY NU616ER I(p,14L'00!YYYYI (P�1AI.DD:Y'fYYI GENERAL LIABILITY EACH OCCURRENCE S I RENTED I s CCIAMERCIAL G=-NEti=L LIAEILITY cwC111trCE1: CLAfi.1S.,VADE I OCCU.m - r.1ED ECP fAny nnc pr..rcn) Is PERSONAL 3 ADV I?UURY 15 GENE 'L A&SREGA.TE I C-N'L.-.GGREGA.T=LI9:IIT A?PLIES PE PRODUCTS-CC=;CP A3G I S PR^ IS FOLIC'(I I Jc•..T I I LCC LIMIT IS AUTOIdOBILE LIABILIT^f COf•.raltiED SCJGLE IEn nduCccu �ANY AUTO - _ - 6COILY V JURY(Peraer.n) IS SCFEOULEU EODILY*CIJURY(P raccidenil IS ALL D'SAdED ;, AU OS 11TCS T F'ROF'E?Ti D.4r.1AGE IS '. N OrJ{J'itiNED IPcr aC,:uccp F AUTOS AUTOS EACH OCCURRENCE IS �LEMBP,ELL4 LIAR OCCUR , EXCESS LIA6 CLk1.1%.1 d.'•ADE AC-G-GA7` S ❑ED F:ETEN IOr'I:5 - IS WORKERS COAIPE4SA710N X bOC STATU- CTN- 7C•nY LI,IITS ER AND EMPLOYERS'LIAEILJTY - AN'r FP,O?RIETOP./Pr„7N=PJ°kEGUiI'v=�IN E.L.EaCHACCIDENT I$600000 OFF ICER'6IEbISEP.EXCLUDED? NIA 6S62U8 10-01-2013 10-01-2D1A (f,landalorr in r•!H) S6 E.L.DISEASE•EA EdPLCrt'E- $500,000 99 I_L664 r $500,000 Ir ya.d•:scrit•c under E.L.C•ISEA.SE•POLI..l'LI?dlT OESCRIPTI04: OF OPE.-,!MOPJS t,ir;n - DESCRIPTION OF OPERATIONS I LOCA70IS I VEHICLES(Attach ACORD 101,Addltlonal Remarks Sehsdula,If more space Is required) r CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 blAIN STREET- CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,PA.402601 NOTICE WILL BE DELIVERED IN ACCORDANCE 'NITH THE POLICY PROVISIONS. AUTHORIZED P.EPRESEWATIVE. I 01986-2010 ACORD CORPORATION.All rights reserved. . ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1he Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contraciors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizationdodividual): VV V e r2 n o n LAJ 11 e-le P)u m c— Address: a re V i In "�' Po R o x 1 d G G City/State/Zip: W , C. V A-I k n , Phone#: C�c R) o 0 Are you an employer? Check the appropriate box: Type of project(required): 1'Z I am a em to er with S�— 4. ❑ I am a general contractor and I P Y — 6. ,�Xjl New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in an ca employees and have workers' Y capacity.Y 9. ❑ Building addition [No workers' comp. insurance comp.insurance.; required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions �.❑ I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] ' c. 1527 y 1(4),and we have no employees. [No workers' I).❑ Other 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. Lf 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 thepolicy and job site information. Insurance Company Name: A C.e_ 1 o-�S \A ) 4 n w co r, Policy#or Self-ins. Lic. t-i 9 -7 d Expiration Date: 1 114 Job Site Address: V A �_1 'o v 1 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 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$250.00 a day against the viol r. vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins-tiranckco verification. I do herL:_fy under t an e s perjury that the information provided Iabove is true and correct Si atur Date: t l l q 13 _ Phone#- a$� 9 q ) 1 i o 0 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): I. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Department of Industrial Aceidenfs p " e Office of lnvestEg adores - 600 Mashington Street Boston,MA 02111 5.° wiviv maass gov/dia Workers' Compensation Insurance Affidmit: Bui-lders/Contractors/Electricians/Flnmbers Applicant Information Please Print Lezibly Name (3t usiness/org=aiiondac i-adual): `r � �) /A/C . 6 Address: R 0. q5- City/State/Zip: Vr' VIA Aid 6'?i0__42,- Phone : 9 W Are you an employer?Check the•apprapriate bpr Type of project(required): 1.❑ I am a employer with 4. ff I am a general contractor and I 6. ( New construction , employees(full and/or part time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet: t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition wozlcing for mein any capacity. workers' comp.insurance. 9. ❑Building addition No workers' comp.insurance 5. ❑ W6 are a corporation and its • 16.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I aim a homeowner doing all v.Tork; right of exemption per MGL 1 LEI Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4),and we have no 12:❑Roof repairs insurance requiredd..]t employees.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeov mers who.submit tlris affidavit indicating they are doing all work and then hire outside rontractbrs must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contrabtors and their workers'comp.policy information. I e€an agz employer that is providing workers'a rrrrzpensatiGn insur arce for any eniFloyees. Below is the policy and job sire Iusuzance Company Name � `��° C , eo a Policy#or Self-ins.Lic.#:_ DO-7 (a3O(QZZ_. _ Expiration Date: Job Site Address: ®��I�0_z��►'�l, I(I l;l f c�Q_ City/State/Zip: Co4w4- Y/ l(?A- Attach a copy of theworkers' compensation policy declaration page(showing the policy number sud expirations date). Failure to secure coverage as required under Section 25A of MGL c. 152 can let.d to the inposition•of.criminal penalties of a fine up to$1,500.00 and/or one-year nnprisommnt; as well as civil p enalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator. Re advised that a copy of this st:atenleat maybe forwarded to the Office of Investigations.of the DIA for insurance coverage verification. Ida hereby certify under the pains aand penaalt es of pe.;jury rhat the irtfor rrxatiorr pproi,,Ided aboi,e is true&azd cor rect_ S Mature: Date: 'L Phone#: Official use only. Do not write in this area,to be couipleted by cht,or•rows official City or Tovtm: Permit/License Issuing Authority (circle one): I..Board of Health 2.Building Department 3. City=/Towa Clerk 4.Electrical Inspector 5.I''Iurnbing Inspector G. Other Contzet Person: Phone#: Subcontractor's Insurance 2012 Gl Policy''` GL Policy WC Policy ' WC Policy 't Effec Sub Contractor._ tive Date Expiration Effective Date= Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/13/14, Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/14 Carpet Barn Inc 508-548-1443 01/01/06 .05/01/13 01/01/05. 09/20/14 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 .02/06/07 12/13/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 10/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 09/20/14 Kitchen Appliance Mart 508-7712221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/13/14 Northern:Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 .:12/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/14 Wood Floor Specialists 508-888-3958 02/03/08 . 02/03/13 02/03/08 12/01/14 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' THE SPRING BROOK MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)... ;... .:...:.:...:.................. ........ ........ ............. ......... ...................110 mph Q WindExposure Category:.. ......... .......... . .............................. ....................................:.....................B 0 1.2 APPLICABILITY Number of:Stories(a roof which.exceeds 8 in 12 slope.shall be considered a story):....:. 2 stories :52 stories Q Roof Pitch ............................:..... .....................:...(Fig 2) ................ 10<_ 12:12 : Q Mean Roof Height .....:..:..................................... . ...................(Fig 2).... ...P..........................................16 ft :5 33' [� Building Width,W .............................. ...................(Fig 3).... ..................... .............. 41.5 ft :5 80, Q Building Length,L ............. ................................... .........(Fig ...................................................64 ft '80' Q Building Aspect Ratio(L/1IV) ................................:,.....:.......(Fig 4):.;, .................... ......,::....:...1.5 <_3:1 Q Nominal Height of Tallest_Openingz ................,,. ..................(Fig 4)..... ....:............................. ;,.....6'-8":5 6'8" Q 1.3 FRAMING CONNECTIONS :General compliance with framing connections.......... .... ....(Table 2 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....::..............................::............ .................::. .:::.................... Q Concrete Masonry..:.::......................... ... ........................ .................................. . ..................... N/A 2.2 ANCHORAGE TO FOUNDATION'+3 5/8"Anchor Bolts imbedded or5/8 Proprietary.Mechanical Anchors as an alternative in"concrete only Bolt Spacing=.general ...................... .........:.........(Table 4)............:...................................... 32 in. 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 Fi ry..............:.:....... .. . . (Fig 5):....:....:..:.............................: in. >_15 N/A. Plate Washer;. .........:......................... .....:...............(Fig 5)..... ......_.:......................... ....>:3".x 3"x W 3.1 FLOORS - Floor framing member spans checked .....:.:::.:.........:.........(per 780 CM.R Chapter 55).......... .......... Q . Maximum Floor Opening Dimension...........:........:..:...........(Fig 6)...:. .. . ;., ::......................: ..,.. . ft:5 12' N/A Full HeightWall 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 s d N/A Maximum Cantilevered:Floor Joists Supporting Loadbearing Walls or Shearwall....:...........(Fig 8)...: ..... ..... ft 15. d N/A Floor Bracing at Endwalls.. ....... 9 (Fig 9)................ ............................... ......... Q Floor Sheathing Type ..........................................................(per 780 CMR Chapter 55).......... ........................ Q Floor Sheathing Thickness :.........................: ...................(per 780 CMR.Chapter 55)...........................314 in. Q Floor Sheathing Fastening. ( ) g 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:s10' Q Non-Loadbearing walls .. .................... ........:.(Fig 10 and Table 5).............................18 ft :5 20' Q Wall Stud Spacing . p 9 ......... .....................:. ..:;....:.........(Fig 10 and Table 5)................,....24 in:5 24"o.c. Wall Story Offsets:. :: ......................................................._.(Figs 7&8)..................................:.::..:......ft .<_d N/A n 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 1:1)..................::.........::..............................: 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 0 Double Top Plate Splice Length . ...... .......:.................. .....::..(Fig 13 and Table 6)..:.... ........................:8 ft Q Splice Connection.(no.of 16d common nails).... ......::.(Table 6)...............::.. Loadbearing Wall Connections Lateral(no. of 16d common nails)........:.......:.............:.(Tables 7)...................................... .2 Q...................... Non-Loadbearing Wall Connections ( ) ......... .........(Table 8).........................................Lateral no. of 1,6d common nails .....:... .........:.:........3 Q Load Bearing Wall Openings(record largest opening but check all openings.for compliance to Table 9) 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'p (. )............ Sill Plate Spans............... ............:.................. .....::.(Table 9)............ _ft_in.:<_:12". N/A Full Height Studs(no.of studs)..........................:.........(Table 9) . ..........3 Exterior Wall Sheathing to Resist Uplift and Shear•Simultaneously4 _ . Minimum Building Dimension,W Nominal Height of Tallest Open,ingz .......:... '-6 8 <68. .. Q Sheathing Type....................... .,..........(note 4).. .........:. ........................ .....:.......WSP Q - Edge Nail Spacing:........, ...................... 10 or note 4 if less)...............................3 in: ._ Q Field Nail Spacing ................. 12 in.(Table 10).......... Q Shear Connection(no. of 16d common:nails)(Table 10) :,................................ ..................4 Q Percent Full-Height Sheathing.......................(Table 10):..................,. ...............::...............590/0 Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... ....: Maximum Building Dimension,L Nominal Height of Tallest Open g2...:........................ ........:..................... ........61-8"<_6'8° Sheathing Type ........ .........................(note 4).............. .......................WSP. . Q Edge Nail Spacing..... .................... ....(Table 11.or.note 4 if less) ................... Q...,.3'in. Field Nail Spacing....................... :.................(Table 11)........... ........................ ..............12 in. Q Shear Connection(no.of 16d common nails)(Table 11).......... .........4 Q Percent Full-Height Sheathing.................. ......(Table ).......... ... .................. .. Q...:.. Table 11 31% 5%Additional Sheathing for Wall with Opening >6°8"(Design Concepts)::................... N/A Wall Cladding Rated for Wind Speed?......:::...:........................ Q AWC Guide to Wood Construedon in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance:(780.CMR5301.2.1.01 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 L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ..:.:(Table 12) ......... ........: : ......... .........U=236 plf Q Lateral......... (Table 12)........... p....L=176 If Q Shear........................ ....:...:..........(Table 12) ..:............................... ...::..,.S=77 plf Q Ridge Strap Connections,.if collar ties not used per page.21... (Table 13) .................. ......T= p.lf N/A Gable Rake Outlooker......... ................... .:..... (Figure 20).............. ft<smaller of 2'orL/2 N/A Truss or Rafter.Connections at Non-Loadbearing Wills 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) ......... THE SPRING BROOK MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,_THEREFORE THE FOLLOWING, NOTE APPLIES.-1 : .... .. .. 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 1.1: 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 V. nominal thickness pressure treated#2-grade: 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��8o cMR 5301.2.1.1)1 -WHEN THIS EDGE HEM ON :FRAMING(WfId NAILS. AT6"b c 11 11 Y 1-I 11 11 11 I it 11 II 3 1 11 It o ' II Y 11 r CD 11 'COD 44 1 11 11 I{ .1 .. .. .. .. . ... 11 1 .. II 11 11. ... .. .. NAILSP.ACWG RANEt` 4OU Y See Detail on Next Page.. 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)' �Z=a za ;. .1 it .. .. .. ... 1 I :.:. U0, ! 1 F I MEMBE FiAAA NG RS 1.. EDGE94TEPNEDIAT£.. r r 3"MIN. lrl '{�I STAGGERED 8"Mrl :. NAIL PATTERN PANEL . :' . .. . PA%E EDGE t^� DOUBLE NAIL EDGE SPACWG DETAIL Detail: Vertioal and Horizontal Nailing for Panel Attachment .. ... Hill Jog � Ye�® l e/�g��. SHEET NO... DF ` Q LOR ES6®99 M� CALCULATED BY , DATE 7°`11�— ` 6 CHECKED BY IN \� ATE i SCALE a ' (L.`v . . L .. ...... 3 F ........ '�a✓t w. ._..4®.�..l a`�._....._l c ® 1h-°P�:1V t„4 '+� .'c .., '. ... � . .:pl.w............... .... ..... . _..: �.;.cam.... -•t�.. -�=-... ea ear.. Pam. ' ... .. .._ t ..... `` o ...... _ ..... .. _ ... ._ tc. . ... .... ...ate o r z i i 41"S% .. - ►� ....... ..._.„. _. ......... ... ....... ®�� d G3.,.:_... .. _. 2� �.® ..... t es SHEET NO. OF 6r ��pp gg _yu C"='" •�".�.�°"' ��, CALCULATED BY DATE CHECKED BY DATE SCALE ® c. ..... __. ......... oe�� .......... .._. om . 1� .... ..... _ r .._.... .. .. __.. ._... :.:.: .. ..:. ... ...: ... ._ .._ LA _ . . • • '` c 1 . 00 pt , .... .. :...... o... .... �...... . ?moo , �P JOBS ` C. a ►� SHEET NO: OF� MYLOR DESIGN '7— 04m 144— GALCULATED BY�� DATE , CHECKED BY DATE SCALE " € 6 7.... _ . ..... 1� .. .C.,J.:- ;t—.��'t•. ®, �-c� , 9 a .......... .. `7 .' .. .... . . .. ... : ._ k..t�` .. ... ....� � � t....��- ..... ...... .......... ....... . ,. a ...... ....... z. ... a.. ... ho �. .... ko ....... 3 _ .._. .... ........_. VIL JOB t. dwoo gig /g a SHEET NO: pf e,�p� OF iAYLOR DEVON CALCULATED BY Gr ` DATE CHECKED BY DATE co-ro rr E..! �` T' SCALE 4?. .......................... ..... _ . Z®® �- -14id� 6 all .... ... .. _... . .. /... ... .d- .t.-e/a.. ..... .... . _..... . ........... ca �cti, ..... ... .... 3 ..... ................. ct JOB P' "A VA A 60 W�4�9� a SHEET NO. OF �. TAYLOR DESION OALCULATED BY_Cl p DATE 14 - _ . CHECKED BY DATE SCALE 1 4 �7di.... a..' �dl�3e'"1► ...... ... . .. _. .........._. .. . 2 . _,._ .. _._ . . ..... . .. .�k P. . . .. .... a�. _ . C .�d `� _ - - ........ JOE °..C� e .... l JOB 4� A d SHEET NO: Gee► OF�.Q TWYIOR DESIGN CALCULATED BY �� DATES CHECKED BY DATE SCALE 6 _ ............' e+, .. -�— c1t ....:.... ....... . .. ... - ...:.. ..... V , . t.�.:. ... .. t°�._= - �. ` � r ......... _ ..... .:.... ..... :..t.. R .... _.._ _ .... et 1' rk ems v... �. .. e. ` ........ :: Ir ........... gr ....... 4,. ..4 .: ......... ww r r�AA, ...................... ........_:... Registry ID. / Home Energy Rating Certificate. ... Rating Number ... rt Ce iied:Energy Rater, : Bruce Torrey Cotuit Meadows of Rt 28 Rating Date.. 07/10/20.14 Barnst able, MA g or de Ratin Ordered F Baysi Builders Estimated Annual Energy Cost - Use: ... : . MMBtu Percent 5 Stars:Plus Projected Rating. Heating 1 . HERS.Index: 60 :'Cooling 2 8 7% ... Hot Water 16.9 7% . . Projected Rating: Based on Plans:- Field Confirmation Required. Lights/Appliances; 17.8 46% .ry , General Information Pnotovoltaics o.o o% Conditioned.Area 2124 sq. ft. ... House Type Single family detached Service harges 15% Conditioned.Volume :23455 cubic.ft. : Foundation: Unconditioned basement : .. Total 89.6 idow Bedrooms 3 . .. :Criteria • is meets or exceeds the minimum.criteria for.the following:. Mechamcal.Systems Features 200 International Energy do ome Heating; Fuel fired:air distribution, Natural gas, 95.0 AFUE. 9 Intern sal Ener Conservation n Code Water Heating: Instant water heater; Natural-gas, 0.82 EF; 0..0 Gal. :. 20 ati nergy Co i 12 Intern 'onal:E mervat'on Code Cooling::. Air conditioner, Electric, 13.0.SEER. Duct Leakage to:Outside 84.00 CFM25. . Ventilation System Exhaust Only: 80 cfm, 6.0 watts. Programmable Thermostat Heat=Yes,.Cool=Yes 501ding Shell Features :. Ceiling Flat. R-38.0 Slab None Sealed Attic NA : � Ez0 osed Floor* R-30.0 - L° .Vaulted.Ceiling .11738.0 Window.Type ... U-Value:.0.30.0, SHGC: 0:300 Above Grade Watts R-21.0 Infiltration Rate :: Htg: 3.00:Ctg :3.00 ACH50: Home Energy. Raters LLC. Foundation Walls -11=0.0 Method : Blower door test PO.Box 989 • Sandwich MA 02563 Lights and-APPliance f6atures 508-833-.3100 Percent Interior Lighting 90.00. Range/Oven Fuel: Electric: Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric i nfoC.energycodehelp:com Refrigerator (kWh/yr) 500.00 Clothes Dryer EF "3.01.... Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 . The:Home Energy.Rating Standard Disclosure for this:home is available from:the rating;provider. REM/Rate- Residential Energy Analysis and Rating Software v14.4.1 This information does not constitute an warrant of energy. y y gy.cost or sayings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Project Address: Cotuit Meadows Spring Brook Model Insulation Unfinished Crawl:/Basement ceilings n ., Install R30 Fiberglass Batts-must be in contact with sub-floor • Exterior walls - T Install High Density R:21::Fiberglass Batts • Flat ceilings Install minimum R-494.9 Loose blown fiberglass or cellulose, • Vaults/Sloped ceilings/roof line—fill rafter depth to capacity with spray foam DO NOT use any Mm,of`Batt"insulation on any ceiling assembly constructed using`strapping" Thermal Bypass/Air sealing Issues , .. - • Tubs/shower units on outside walls.. Install insulation and an air barrier on the wall:prior to installing the: shower unit. Air barrier can be house wrap, or rigid insulation, or spray: foam. • Basement &attic access - Door to basement must be weather-stripped Install air tight,door at;base of bulkhead stairs w Attic access panel must be insulated and weather-stripped. Air sealing Mechanical runs/chases:and penetrations into unconditioned spaces, attics; and/or kneewalls must be sealed ' Caulk all:bottom plates of exterior walls kneewalls and:garage walls Caulk all top plates of interior Walls.to unconditioned:attics Duct Boots must be sealed to subfloor and ceiling board { `. • Fireplace Install insulation:and an air barrier:on the wall prior to the firebox:.: Air barrier can be, thermo.ply, sheetrock or code approved rigid insulation board: I_n_the 20f2 IECC code you must achieve a challenging 3 air changes per.hour or Less.. Aggressive airsealinq is reauired.: :SpraV on gasket systems ( like Energy . Complete http:!/www:ocenergycompletb.com/) are highlV recommended). p. I Formatted:Indent:Left: 0" `s Mechanicals 2012 IECC code requires the aggressive goal of no more than 4%total duct:leakage. This will require aggressive.duct sealing and early.testing. We also recommend keeping ducts inside the thermal envelope where.possible. Furnaces must.be.minimum 05% AFUE F, • AC condenser must be at least SEER 1:3 (with:a TXV valve) • Total condenser sizes).must not exceed Manual J Calculations , HVAC:representative must sign.Manual J Calculations Affidavit supplied by:Rater: :: •. All ducts sealed:and tested. Supply ducts in attic must be R-8 • DHW Hot Water must have an Energy Factor (EF) of .82 or better. (typically an " instant/on-demand type) • Programmable thermostats (at least one per dwelling) are required Mandatory Mechanical Ventilation One fan in the home has to be:an:Energy Star rated fan and needs to:be controlled by a 24-h6ur programmable control. T ical strategies.Include u yl?'. . 1.. Panasonic FV-05-11VKS1 with:a built.in 24 hour timer. (if the fan does not < _,h• come with 24 hour programmable timer:built in:you need to:install:one) "4 + 2. Fan Tech FR 125 duel ducted exhaust fang controlled by a 24.h0ur.timer. Mandatory LiOtinq 80%-100% of each home's.lighting needs to be energy efficient. To help:make this happen the program will supply a free unlimited supply of:LED%CFL energy savings bulbs. As your project moves forward we:will help you place the order for the most appropriate style bulbs. Mandatory Appliances " Refrigerator and dishwasher must be Energy Star. labeled tiQq�HE'o -y Town of Barnstable. Regulatory Services P$ 'g Thomas F. Geiler,Director Buildincr Di-vision Ton Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Y•w.tcwn.b arnstable.ma.us Office: 508-862-4038 Fax: 50.8-790-6230 Property Ovmer Must Complete and Sign This Section If Using A Builder I • 0 1 P-MA'�& /. - ds Ovmel the subject ro e P P rtY hereby authorize _ _ C d� t '1/� to act on my behalf, in all matters relative to.work authorized by this building permit application for; , (Address of Job) tip, 9• Signa f Owner ate Print Name Q:FOR-MS:O1 TNERPEPM1SS1ON . 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I L ,�� .. l'.. . . . . . � ..� . I I I . .. Foundation - Certification i n B arn stabl e , M A Prepared For : 101 N Phesont Hill Circle (Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-087 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J OWNER: Cotuit Equitable Housing, LLC ® Deed "Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. ®Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale : 1" = 20' 08-05-14 LOT 86 - M S 84'19'07" E 136.26' a Z N Nj N I LOT 87 14,813f S.F. 0.34f ACRES I O• `��0, T.O.F. z 70.1 o 31.6' CIL rn co 05 • %K �O O S Co 2.0• W V R,1`� gb 60 32 , 4S'A� 11p64- 6�59 a w 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 �.��OF�p��3 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A (DB 21804 Pg 45) AND IS NOT,LOCATED WITHIN A ��� SHANE '°, SPECIAL FLOOD HAZARD AREA. M. MALLON THIS P IS NOT TO BE RECORDED NOR IS IT TO BE USED .TO ESTABLISH .PROPERTY LINES. v No.481887 �v a REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE'ENGINEERING & SURVEYING DATE 3 aacnuv� nvrw. I. 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. 4. 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 NWAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED. z 1 -VEGETATED 12" DEEP v HABITATS OF RARE WILDUFE" FOR USE WITH THE MA WETLANDS ®� 1 RAIN-GARDEN (125 ,��� PROTECTION ACT REGULATIONS (310 CUR 10)." C.F. STORAGE) ?�� `; SITE DOES NOT CONTAIN A CERTIFIEI} VERNAL POOL PER NHESP TOP=64.0/ ��, ` u MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS" -� BOTTOM=63 0 �.. ----�___�__ 0 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 *PRIORITY HABITATS OF RARE SPECIES FOR SPECIES � LOT 86 _�`'' i'; ' UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) S\) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA 63.0 x �\ d / -- LOT 87 °. }, it CONSTRUCTION NOTM, {� x c9 K813f S.F. ' 66.5 0.3_4_f ACRES Q°•; z' \ ��. 'E 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET c-2 FROM THE 'Ap SUBDIVISION CATION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL G RADW, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM r /'�/ r �. 67.0 ` 3$.7' C� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, PROVIDE (1),s' DIA. Z 1 ; 'AO , N DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. x 6' DEEP LEACHING 1 / .� ' 3. SEWER BUILDNG CONNECTIONS. BASIN w//1' STONE 0 4 1 P�' ;r o o. �g" �'��' ,; f ; - MIN. C�I� SHALL BE 3 FT. �y r -� //A• ,y,`� �, 1 x SURR DING `�'� �Yi V S ,o x r^" ...-.- AL ATE t -► �°o Sj N 1 '1• r Q ��v y "a 66.5 67.0 f - SET AND MNNTAIN �E FROM OTHER UTILITIES o_ y•' •o' r �' ' ��' v ! / AS REQUIRED BY BARNSTAIBL E DPW. EW ALERT-VOLUME }� r �' INV.- s o Q w 0 ,OF 2�8' to + ,' 62.7t� , �<� cv _; Fro N � 1a - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALN. BE 2.1 XLI CONNECT ALL ROOF 1� 1 k� r 's S �p�' v� ` 90 � LEACHING N .2 CP k. � s � S 4SMH y4 .& W,. � .,� 66S75�C1 �,. '; '� r I f T8 61.39 VEGETATED 12" OEEP �y 7.25\ W"I W CLEAN INV.= f �3' S�Ry OUT 61.15 Co RAIN GARDEN (125 , O <'�0. Ny 67.48 y, ,� Cotuit Meadows Subdivision C.F. STORAGE) , __. r Cy ' -_____TOP=65.,Q/--- -•_. k 64.0 57. , ,p 67.13- x 67A/ CURB jr Cotult•Barnstabler Massachusetts :89.00. 1OTTiSM=64^�... w x \ �� O.o / STOP r s ; O ;0 ro PRNPA M FOR ------ N `tGk� co 61 COTUIT EQUITABLE HOUSING, LLC 67.0 IN _ 68.60 P. 0. BOX 9.f' / `� �' '\�, �v ,AO ,' a Centomft MA, 02632 r 66.x Od �; ,I' s site Plan Rs 'I Lot 87 Pheasant Hill Circle ____-_, ? 0 66. ~ ; BAXTER NYE ENGINEERING & SURVEYING r `~-� . ���6 �,' Registered Professional 1 � Engineers and Land Surveyors SOT ', �1,,� {r <' _ 78 North Stet,3rd Floor,Hyannis,MA 02601 'OF 1� Phone-(508)771-7502 Fax-(508)771-7622 w y� EDDY N _ r V CML ;q�, ` ,` iV 'SMH #29 20 0 20 40 �� �No.a3183o \ ', INN IN=59.84 'o �GIsTER� o r SCALE IN FEET �SS�ONAL E�a� G \ / ` SCALE: 1" - 20' DATE: 07-10-14 REV. DATE. REMARKS t , LOT47 _ 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214