Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0144 PHEASANT HILL CIRCLE
h411 OA�2 Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 144 Pheasant Hill Circle 888-503-2233 5-22-2015 Cotuit,MA 02635 Bruce Torrey Rater ID:7773906 Weather:Barnstable MA Builder Pheasant Hill Circle 144 Lot 15 Bayside Builders Pheasant Hill 144 Lot 15 Pre-REM.big Whole House Infiltration Blower door Test Heating I Cooling Natural ACH: " 009 0.07' ACH @ 50 Pascals 1:87 1.87' CFM @ 25 Pascals : 359 359' CFM @.50:Pascals ; 563 563: Eff. Leakage Area4sq in);: 30.9 30.9 Specific:Leakage Area 0:00011 000011' ELA/100 sf shell.(sq.in) �0:49 0.49' Duct Leakage Leakage to Outside,-Units " _ 1st duct CFM 0 25 Pascals 58 CFM25 /.CFMfari' _ 0.0367 CFM25 / CFA 0.0297 CFM per Std 1524 CFM per Std 152.%CFA =. N/A CFM&50-Pascals 91 Eff. Leakage°Area(sq.m) 5.00 Thermal Efficiency Total Duct:Leakage"Units CFM25/CFA Total Duct Leakage 0.0207 Ventilation Mechariical` Exhaust Only Sensible Recovery Eff. Total Recovery.Effi (%) 0:0 Rate (cfm) 76 Hours/Day .16.0 Fan`Watts. Cooling Ventilation: 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 50 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 99.cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.5..1 This information does not constitute any warranty of energy cost or savings. ©1985-2614 Architectural Energy Corporation, Boulder, Colorado. I Registry ID 597865157 Home Energy Rating Certificate Rating Number 14520 Certified Energy Rater Bruce Torrey 144 Pheasant Hill Circle Rating Date 5-22-2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated,Annual Energy Cost,. Use MMBtu Cost Percent 5 Stars Plus Heating 49:5 $225 16% Confirmed HERS.Index: 58 Cooling 2.8 $165 12% o ... 514 Efficient Home Comparison: 42/ Better Hot Water 10.7 1% Lights/Appliances: 16.8 $992 69% . General Information;: Photovoltaics -0.0 $ o -0% Service Charges :. $37 3% Conditioned Area 1952 sq. ft. House Type Single-family detached Conditioned Volume 18100 cubic ft.. Foundation. Unconditioned basement Total 79.8 $1433 100% Bedrooms 3 Crltel"td ec Iianlcal:Systems Fcdtures This home meets or exceeds the minimum.criteria for the following: -- Heating: ._ Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.98 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0.SEER. . . . Duct Leakage to Outside 58.00 CFM25. Ventilation System Exhaust Only: 76 cfm, 6:O watts. Programmable Thermostat Heat=No; Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 563 Clg: 563 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamore Beach, Ma. Lights and Appliance Features w sss 503 2233 Percent Interior Lighting 100.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric f Refrigerator(kWh/yr) 563.00 - Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. HERS®Index: ENERGY : HOME P E R T® A C E More Energy ..: .. .: .. .: .. . 150 .. .. .. WITH MASS. NEW Existing 30 RATING Homes 120 HOMES REBATE standard C E RT I F I CAT E New Home go- 8 0 P 60 Th15HSome 5° . 40 ... p ... ... ... .30 .:20 ..: ..: .. .. ..: ..: Zero Energy 10. Home Less Energy. Estimated Annual Ener Cost . .� Estimated Annrial Ener Consum `tion ,r @Q,, D �..- aaa'..,. �:.,k a �. ., ,.. �.,a ',�,^".. .��� k�,y:a ..n 2 .. .S....:'. � dx " 3$; a,�0 •"na\, :..�` *`"'0"u � �,`�, rc �.. ,,,, ,. .:w.� aca,� ,,,k" �¢ .�# is � .: >, a � ..., ;. r s . ,.,,: ,.a. a"., .e,�,:..... ,„ .�a � v ," .. e.. a�, .,�..4` :.:a „, '� a ,,. .w ,- '1 a . „w�� �;a:."� aa�. .�. ��,m": ¢..�aa� r`..,� "� � �:aa ..,� a � v r e as t .T 1000 i 1 3 60 0 a 750,. ; 250: .. '';20 0 on _ rL' u o io on on on rL N c a c. a ' u - N.: :. gyp. �::�. tZl L - F— R O R.. Q 2. U 2 > U _ > v. .. ... .. .. 0. On 0 CC... J �.. L �.; .. ... ..: �. J .L .. .... ... .... .� :. :. .. -.: Address 144 Pheasant Hill:Circle.. .: : Annual.Esti mates*. :Certified:HERS Rating Company Cotuit, MA 02635 Electric(kWh):: 655.E Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 574: 180 State Road Suite upper Cond. Area 1952 sq. ft. CO2 emissions(Tons):7 . Certified Rater Bruce Torrey Rating No. Annual Savings**: $1227 Rater ID 7773906 Issue Date May 22i 2015 Registry ID :: 597865157 Certification Verified " Based on standard operating conditions Rating Date 5-22-2015 Based on a HERS:130 Index Home Signature REM/Rate- Residential Energy Analysis.and Rating;Software v14.5.1 s. This information does not:constitute any warranty of energy cost:or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR , QUALITY ORIGINAL (S) im DATA TOWN OF BARNSTABLEIME i I d i n 201408801 BARNS TABLE, "• Issue Date: 12/29/14 P e r m i t MASS. 1639. A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20143501 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/28/15 Location 144 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002015 Permit Fee$ 1,122.00 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 TO CONSTRUCT A 3 BEDROOM, 2 BATH RANCH STYLE HOME WIT i THIS CARD MUST BE KEPT POSTED UNTIL FINAL AN ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A 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 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 7 7 Application Entered by: JL Building Permit Issued By: _ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHEI4,7raOPARILY. ENCROACHYMrm ON PIJBfJC Ya??F,.' „Fv7 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUPT u ;.. RPi OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUZ E 7,r;W RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LIN'.NG 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. Tt * ' CHANICAL INSTALL'TIC'4C. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS.APFaJ%",^ ""� ONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF C( - •1\N V TABLE TED WITHIN SIX DATE THE PERMIT IS ISSUED AS NOTED ABC 0- WIRING PERSONS CONTRACTING WITH UNREGISTERED CON"t'R p 4G ❑ '$UtLDING ;ANTY FUND(asset fort': r]r�['fx•: p...;" ti i BUILDING INSPECT�IO�N APP ECTRICAL INSPECTION API;"20 hi A-Fs1,0 VA,. o e— /•2c/rs— 2 2 2 'blt�t✓u 0/C ��1221�5 3 U 1 Heating Inspection Approvals Engineering Dept 5 Fire Dejj O 2 Board of Health zz�l s..�.., i I 4 C� Loi-ti?iio-n-wealth ot`Nla.ssachuset s _050 Sheet Metal PerialL Date: alabs e PER1 ZrIi1.0 r 60/ ek Estimated -job Cost: SJ � Q o � Permit Fee: S j b, � FEB 5 2015 T Plans Submitted: YES ii0 ✓ OF BARNSnEp�_�ed:- E s �o ---SOWN . OBusiness License ' 1(0 �li�dili Apl License Business Lifonnation: I Prope,n� Owner/ job Location Information: Name: w- I��1lYlC'1� ��C�� ��.-�IIc. L}L�,'�(� , Name: !�( Street: V) tCtnj,JrG. � � Street: City/Totivn: C City/ToiYn: Telepr_one: J� / �.-7 C01 Telephone: f)/a Photo I.D.required/ Copy oi'Pl,oto I.D. attached: YES -,N-.0 J-1 ;l•'-1-unrestricted Icense J-2 /INI-21, es fisted to CIW- lir!�s stories or less aid coy! ercial un to -0,000 sq. %.r?-Stories or iess Residential: 1-? a`iily' '1u1�i-fanll`, Condo./ o�viil'70uses o-licr Commercial: 0iii0e Ka-Lla l 7ridustial Educational IZsitt__i0r,al Other Square Footage: under 10;000 sq. ftover 10,000 sq. R. Number of Stories: - Sheet metal. or - to be completed: Nei::y ork: a.noyatio-: r, 1, �1n T_ r7�' zC �I CLal YZr�tens!!.d�OO11Ii� ili.ch—ri E•-.Laust S;st nq ietaI Crier nts Air Baiarlcir Provide detailed description of i-vor.%-to be dome: lNISURANCE COVEP4GE: ll I have a current liability insurance policy or its equivalent which meats the requirements or M.G.L. Ch. 112 Yes ` No If you have checked Yes, indicate the type of coverage by checking the appropriate box belov;: i A liability insurance policy ( Other type of indemnity `❑ Bond U e re uhed by Cha ter 112 o`tha OWNER'S INSURANCE-WAIVER: I am aware that the licensee does net have the insurance coverag., Gq > P N'tassachusetts General Laws, and that my signature on this pemit zpplication waives this requirement. Check One Only ' I Owner (=1 Agent I Signatur of Own&or Cwn:.rs Agar-ti I I By checkina this box], I heraby car tify that all of thta datai',s and imorma=ion I have submitted for entered)regarding this application are true and accurate to the best of my knowledge and the',all sheet metal work and installations performed under the permit issued for this application will be in compfianca with all pe tinent provision of the Massachuse 's Building Code and Chapter 112 ofthe General La',vs. Duct inspection required prior to insulation installation: Y5 NO Progress Inspections II D ate 7 Final Inspection - -Co111Ill:.i a� - DEt� i Type of License: I C1 f By i rll8sier l 'liuc I hI3�iCr-rR-ea irlCt=u i Ci l'i I ow% I 1 1110 rr te`1person SlgittBi�Jr.=.of LICitSc� 5F.-nil- ❑Joum_it e rson-R8s!rlv d Number: v 7C' License j fFee 5 ❑ Ch=cl;at:��;. mass.00 i;d c' i I I II � I InspectorSignature of rermitA.pproval ! { :�C`�rr��txa�et�iealh o��k�asst�eh-u_s�r Depai,ftnemt olzu?ks(iial,-fccidents r-- Q{t e ofliwestig Ons _ .. - 60.0 Mashuagton, eet t Boston,MA 62111 tv-n7ir rrtass.go-vIdia rurke.i-s' -Campensationlns=-ace A-ffcdauit: Buirtders/C.ant-actors/Flectzician&O tubers APPEcant Infarmation ` (�l Please h-n f Lz-gibI- Name (CSCSD7? / nt. a`1QISf1ndLClfl<lal�. VV VA_iLn U oalo�`! — City/5ta1&ztp= Lu L}^I`a-4 g PhOnB:.L' l � 6 c�) / I S N J e :re you an employer?'Ch eclr..the appropriate bay.: TTPe of o ect `r i� i �eq�d)= 1_ I am a emp lay rs'v-itit 4. ❑ I am a gent contractor and I t nDloye�{fsLld`orpart ire) " lvavehir3 the sub-contractor. _ 1,e .oucorE v_ ? lied on the attached shot ❑F indeliug ❑ I am z sole p��p��to-orparvaFr- slm and have ae�loyees TIr-�e:buh--contractors have g ❑De=litioa ov fcrmeinamy ci yr_ employe— p_ ❑ t3ni �add.l?on xla a� caF'.�. t - FN,u w0r1f=, ca-tun,ia-li tance comp.irsurance_- t r I 5_❑ We are a coipormucaznd its 10_❑Electrical repairs or adrstions J_❑ I am a home -mom doing all WOOL o cc s hzve exercised to r 11_.❑Pl g repai.s or aiditio.= Myer€ [No v;crr!D=_—'co*iP- right Gfeaze�tioa per MGL IZ❑Oof rcp= ; ��cc rzTiai_*c•3_I{ c_ 1.52, g 1(4),and u.have zta employers_INCY worke.�' IJ_.0 other comp_iris aIIce rL-giirEd_j,* _���� c.�.,�z..e��l;:��•4v Li. e_t-_ --ti R�l,�i,r c':n n,�_ ,,..�iT ao*.1 C�maez ��T'-�ii�j:�:'T,_` 1'�o-m a-az�;:ram�c—R t=is�c+s•.:i ixcs'-`=_�f��z aa��zrv��-*d��hyc cz-�eF c��:.[rns m.;i�ais���•;,;`i��:::rn,r�-�,= cF=r-]c his E.^mom.arb-ch_3 u ldditioa 1 S-Le-'�shu-vm.th- Ezre a*die mFi-a -.-d rLam x2�_-E-ocr"3t �Lr�s. L`�sa;^-co-n� asL.,.=�Ic����mustgzavid=t=rFvc.'s�'eemg.acLcpn�h>_r p am ar t1iat 1s prciRdEmg ivort:ers'conT_-?urifio.n:rmirance for m4'EfttpL: ecS. He 0r is MepoEc ,md job si1a u`ifOr;CtcZIiO'2. . _, I-_::¢rmce Goaaparcy am~: Ate, P1 ry�L 4 i c y n nS c, jLrt c t �., �✓ Yolr cx e1f _Li•�= L{ Q _ °( `7 F�L*atioaDate 1 Job Si-"A-d <r�: N/ n � � ,, j C ityls tatelzinM A - attach a cep�r of fh _wGr%ers'compe.mation polio•-declaration page-(sho3�Fhe polite umber.an.d e�atiaa dal}: -- Failure,to se<-aze ccv e7age as reruLrea un6u Sec:Eoa 25?:.of MGL c. 152 caa lead to tb.e=positim ofcrimnaI peralties of a faze up to SI,500.00 an;lor o2 yeariu=_saamea,as-vv:- as cn i-1 perm 16es is he foml of a STOP 4W OR1,ORDER and a file of up.f 250_G0 a day a._ ;SFr the vialatz,r_ Be ad7v7sed that a c pf of this stat meat may be forty arded to the Office of L-.es{sgaticr�s of fbe DZ ;ter finance cover ge vesication Ida flex ebb cer {p urEd r th-,psnE aaiidpenaIizes ofpci:j zry 6.atfhe.info rrczcdian pros2dsd a&n,c Er.frue an(I correct Siate �_ti� � •[1 r��n----�.r Date` g IL) j ^mA : l ��� � �c} ; 0 --:u£tixe ar.!I}. lea trot writg in this area,ta be ca:'npTFfed by city or lawn ojiczaL City or Tom: Pm-mtfLicen_se W Lsuing Au-thoaiLy(drele one): 1.Board of Rca th 2.l'uffd 1g Department 3.Cit-VTo-,va Cerk 4-Electrical fnspe<.tor i.Plumbiag lII_,:P?Ltnr 6.Gther ca.,_ttdctPEr;a.n: Phone-ff:.. ^`J 5 i DATE AC<?Rbr CERTIFICATE OF LIABILITY INSURANCE 0924-2014 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 INS AGCY PHONE FAX 434 ROUTE 134 vc Na Ezt: aC No): SOUTH DENNIS,MA 02660 E-MAIL a INSURER(S)AFFORDING COVERAGE - NAIC it INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P D BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: INSURER F: 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. ILSSR TYPEOFINSURANCE R yyyp POL[CYNUMBER (MMIDD N POLICY ElYM) MMfDD1YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS-0JIADE❑ OCCUR PREMISES Ea orcurranco MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGRECATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO S POLICY PRO- - $ JECT LOC AUTOMOBILE LIABILITY OMBIf D ntSINGLE LIMIT $ a accr a ANY AUTO BODILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED AUTOS B OqDILY INJURY(Per accident) S HIRED AUTOS NON-OWNED PaOecadenl A�G` S AUTOS --- UMBRELLALIAB- OCCUR- -EACH-OCCURRENCE -S EXCESS LAB CLAIMS-MADE AGGREGATE $ DEO I I RETENTION$ - S WORKERS COMPENSATION X WCSTATU- OTH• AND EMPLOYERS'LIABILITY YIN TORY LIMITS I ER ANY PROPRIETORPARTNERIEXECUTNE❑ N l.A - E.L.EACH ACCIDENT $500,000 OFFICERINIEMBEREXCLUDED7 6S62UB 10-01-2014 10-01-2015 (Mandatory In NH) 9972L664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe undar DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE - JOHN J.LUPICA,President 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1=01d,Then Detach Along All Penorations I— CO.MIVION.WEALTH OF MASSAC.HUSETTS ; BOARD SM SHEET METAL WpRKERS AS A BUSINESS ISSUES THE A80.VE LICENSE TO TYPE ER`IC T:.. WH.:ITELEY::., W VERN0N WHIT.ELEY PLBG. AND C' —B 28 VILLA GE. LAND.ING CT P0'.. BOV".1266 W CHATHAM P•IA:'02G69 ...00292629 0 1`6'0 12/22/14 292629.`: 4 e , ✓ '"` _ Fofd,.Then Detach Along Ail-Perforations ' C.OMMON.VNEALTHOFyMASSAC'HUSE7TS '•, �� BOARQ OFa � , �` METAL WORKERS a LSS'UES 'THEr FUY,LOWI�IG `LICENSE MASTER UNRESTRLCTEO 4 GLl - WEST CHATHAM �AS'SACH SETTS AIR LICENSE US S4�+UM9E4 - 7O�99211 02170: tss� M` i 1413T, Y � a 1811 MAIN ST � - _r W CHATHAM_ MiA 02669 ��5 DD Ot-092015 Rev 07 iS1009 �� /� Division of Professional Licensure: License Search . Page 1 of 1 The Official Website of the Office of Consumer Affairs and Business Regulation(OCABR) Division of Professional Licensure Mass.Gov Mass.Gov Home State Agencies A-Z Topics Home>Division of Professional Licensure> ONLINE SERVICES ................................................................................................................................--.......................................................................................................... Check a License Check A Professional License Locate a Licensed Professional By the Division of Professional Licensure Online Address Change Contact the Agency More... LICENSEE Name: ERIC T. WHITELEY REFERENCES&' Business:W VERNON WHITELEY PLBG AND HTG CO INC RELATED INFO Disclaimer Regarding NEW SEARCH Website License Searches Glossary of License Status Licensing Board: SHEET METAL WORKERS Codes License Type: BUSINESS r _ More... License Number: 160 - Status: CURRENT_ Expiration Date: 12/22/2016 Issue Date 12/22/2010 Exam Date: School: .._..._ _..�. _.._ _... ._.. ..._ ..... _____ .--. This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. The page above has been generated by the Division of Professional Licensure web server on Thursday, February 05,2015 at 10:04:26 AM. ©2007-2011 Commonwealth of Massachusetts Site Policies Contact Us http://license.reg.state.ma.us/public/Pub LicenseQ.asp?board_code=SM&type_class=_B&lic... 2/5/2015 Town of Baru,�tabje Regulatory Services r' �z Thornas F. Geilar,Director 'Banding Division Torn ferry,i3uilaira;('ommissiorter 2GG?gain Stxctt I�Yzm--s,IVU�.02601 !Yi'SM�.L04VR.�LiRSta171C.I1`_8.L?S Office: 509-862-4-039 FBX4 S08-790-62;s0 Property OVIlerAlust CAmplete and Sign This Section If US iag �4B udder t� r — , as Owner of the subject.prope:rty IL=byaw_borize `I �AL to XX on ray be} is a1I►natters zelative to a .rk diI` �ei I b tbu b �iT b p+ _it applii atiorl.for. (Ad dixess ei:f ob) _ ......... 5r Date RrAiat CM�^e If P�DE -_QTMCx_is appl�.n ford ef=-it pleas c complete the I-�omeowneis License E�cmption 1-��orm on tl�e z��eise side:. Q:F't)RJhCM VNERP3rjvL3S 13N a i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �2. S pp ca on # � Health Division Date Issued Conservation Division Application Fee 0O Planning Dept. ��, ;1-4-1Z•I Permit Fee C)d Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address C'6►de Village n 2 Ownereg&d 01n 1 Address i" • r�oX . i t 1 Telephone Permit Request co a� f711�1 &tvw tol a-^ a G I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new �� Zoning District Flood Plain C Groundwater Overlay Project Valuation �2Vi�V� Construction Type W,-4 Lot Size Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing StructureX Historic House: ❑Yes ZWo On Old King's Highway: ❑Yes QKNo Basement Type: JR Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 2�3 Number of Baths: Full: existing new 21— Half: existing SX new_ Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑Other Central Air: 5Q Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑existing 0 new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing CJ-new size _Shed: ❑ existing ❑ new size _ Other: 13 /x ZZ Q.7. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes _J No If yes, site plan review# Current Use �� �� Proposed Use �l APPLICANT INFORMATION _ -- -(BUILDER OR HOMEOWNER)- Name o.r Telephone Number �� Address �'7• << License # oy L1 Home Improvement Contractor# Email - C Worker's Compensation # �fl7 ,;rir�l9G ALL CONSTRUCTION 4BRS �SULTINJ FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 1 I I r FOR OFFICIAL USE ONLY 'APPLICATION# } SATE ISSUED c� F ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME L Z3& K 3611,5 Q 3 11. INSULATION 0 3 kAz FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL G., GAS: ROUGH FINAL FINAL BUILDING1 �f a DATE CLOSED OUT ASSOCIATION PLAN NO. s' Departiment of Industrial Accidents Office of Inves7dgations 600 Mashingtaq Street Eastall,MA 02111 www.mass govIdia Workers' Compensation Insurance Affidavit: BUR dirsiContractors/Electricians/Plumbers AppHcant Information Please Print Le Name (Busiaess/orgmization/L7il-viduai): �f--' 7Y_,11,z_1,b1X1S 1AVIC r Address: . 6 C?5" I CitylStatelzip:0_�dRVIULF AfA- 000� Phone 'ft. 9 Are you an employer?Check the-ippr6pnfate Type of project(required): 1.El I am a employer with 4. ETI am a general contractor and I 6. [g/New construction employees(fall and/or part thne).* have hired the,sub-contractors 7. E]Remodeling 2.El I am a sole proprietor or partner- listed on the aMehed sheet.t ship and have to employees These sub-contractors have 8. [] Demolition working for me in any capacity. workers' comp.insurance. 9. E]Building addition [No workers' comp.insurance 5. EJ W6 are a Corporation and its id.D Electrical repairs or additions required,] officers have exercised their 3.El I ain a homeowner doing all-\voik right of exemption per MGL 11.E] Plumbing.repairs or additions. myself No workers' comp. c. 152,§1(4).and we have no 12-[:]Roof repairs insurance required..] t employees.-[Novirorkers' 13.0 Other comp.insurance required-] *Any applicant that checks boi#1 must also M out the seciion below showing their workers'compensation policy information: t Homeovnm who.submit!his affidavit indicating they are doing all work and theii hire outside tontmet6rs must submit a new affidavit indicating such. ZContractors that check this box mist attached an additional*sheet showing the name of the s-ob-coutm6tors and their workers'comp.policy infbTrnation. am im empl oyer"that is providing ivork-ers'conipensatiGn insurance for my ernployees. Below is the policy andlab site [r1f01?nar10M L=ance Company Name: Or 0 Policy#Or Self-ins.Lic.#: 06)7 1416&1904, Expiration Date: Address: Job Site Addr pAeanad Hill rMele- City/State/Zip: Attach a copy of the workers' cGrnpensation polidy declaration page(showing the policy number and expiration date). Failuie to secure coverage as required under Section 25A of MGL c. 152 can lead to the inaposition-of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment as well as civil penalties in the fonn of a STOP WORK ORDER and a fimc of up to $250.00 a day.against the viohtor. Be advised that-a copy of this statem at may be for�Tarded to-the Office of Investigations.of the DIA for insurance coverage verification. I do hereby certir v underthepains andpenahttes ofpejYuiy i1saithe iitfcy-ritailoTtproi,,Idedaboi,e is true&nd correct- Datf,-: Phone Official use onljl. Do not ivrke in this area,to&e completed by cky or fcivn official City or ToRm: PermWUcense'ft Issuing Authority (circle one): 1.Board of health 2.Building Departr ent 3. Clty[Tocva Clerk .4.Elea-rical fusl3ector 5.Plumbing IMP-ector 6.Other Contact Person: Phone r Subcontractor's Insurance 2012 ` i GL Policy GL Policy WC Policy WC Policy Sub Contractor ' Effective 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 02/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/ 4 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 03/01/15 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 04/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/15 Kitchen Appliance Mart 508-771-2221 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 02/01/15 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 1 02/03/08 j 02/03/13 02/03/08 12/01/14 i ,6 j f ,i 'I i e i t l I 1 x VMassachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 BRUN T DACEY;= ' PO BOX 95 CENTS 'VILLE MA 0A Expiration Commissioner 04/19/2016 -7 777- -- --- 4 Ft C �oF�riET ti TOwn of Barnstable. . Regulatory Services P$ Thomas F. Geiler,Director �161 Buildincr Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www-town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Cvymei r Must Complete and Sign This Section If Using ABuilder I, c OG�/ - , ds Owner of the subject property herebyauthorize to act on my behalf, in.all-matters relative to work authorized b this buildin ermit a' lfication for: Y g P PP . VC (.Address of Job) a . Sign e f Owner Date Phut Name Q TORM S:OI TnER'ERMIS510N Home Energy Rating Certificate RatiRegistryIng Number Certified:Energy Rater Bruce Torrey Pheasant Hill:Circle 144.Lot 15 144 Pheasant Hill Circle Rating Date: 12/15/2014 Cotuit, MA 02635 Rating Ordered For Bayside Builders ^� >Estimated Annual Energy Cost l � �1 Use: MMBtu Percent 5 Stars Plus 50.0 11% Projected Rating: Heating HERS Index: 62 Goofing 2:9 12% Hot Water 13.4 1% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.5 73% [qenerdl �nfOfnlatiOn Photovoltaics -0.0 -0% a. . ..Conditioned Area 1952 sq. ft. House Type . Single-family detached Service Charges - 3% Conditioned:Volume 18100 cubic.ft. Foundation Unconditioned basement Total 83.7 100% Bedrooms 3 Crite�id McChdtllCal,$yStem5 FedtUreS,;; This home meets or exceeds.the minimum.criteria for the following: Heating Fuel-fired air distribution, Natural gas, 95:0:AFUE. 2012 Lnternational Energy Conservation Code Water Heating: : Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 76.00 CFM25. Ventilation.System Exhaust Only: 50 cfm, 6.0;Watts. . . .: Programmable Thermostat Heat=No; Cool=No B�uilding Shell features, 71 Ceiling Flat R-38.0 Slab None Seated Attic NA Exposed Floor 11-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusetts INC.. Foundation Walls R-0.0 Method Blower door test 2 Woodlawn:St Amesbury MA.01.913 Lights:and,ApplianCe�Features 508 833 3100 � . Percent Interior Lighting 100.00 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 _0.46 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. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1.)1 DELUXE VILLAGER MODEL-COTUIT.MEADOWS Q Check 1.1 SCOPE Compliance 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) ...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8 5 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 52 ft Bui(ding Length, L ..............................................................(Fig 3)...................................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................,.,.............................1.5 5 3:1 Q Nominal Height of Tallest Opening2...........................................(Fig 4)..................................................6'-8"<_68" 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 ............................................................ .. N/A ...................................:.......... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 32 in. Q 1 p ..........(Fig 5).........................................12 in. 5 6"—12" Q Bolt Spacing from endpoint of late ................ . Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.>7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher...............................................................(Fig 5)............................................... 3"x 3„x,W Q 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension........:..............:...........(Fig 6).................................................. ft 5 12' N/A 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 .................................................(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 (7s0 cMR s301.2.1.1)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 WSPAttic 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).........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q 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) HeaderSpans .........................................................(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 :...............3 Q 9 ( )...........................:.......(Table 9).............................. . . 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 Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...............................::...........:....................... 6'8' Q SheathingType..............................................(note 4)................................. .......................WSP Q Edge Nail Spacing................:..................:.....(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10)....................... .............................12 in. Q Shear Connection(no. of 16d common nails)(Table 10)............::..............................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................30% Q 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6%8"<6'8" Q SheathingType................. YP .............................(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)..................:...................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...::................ N/A Wall Cladding Ratedfor 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) Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or L/3 [� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................:...................(Table 12)..............................................U=236 plf [� Lateral.............................................(Table 12)........................ ....................L=176 plf 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 L/2 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) ............ [� Roof Sheathing Thickness........................................... ................................................518 in.>7/16"WSP Roof Sheathing Fastening............................................(Table 2)...........................................................8d DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING, NOTE APPLIES: 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 r AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMx 5301.2.1.1)1 -WHEN THISEDGE F&M ON FRAMING USEW NAiI$ AT 6bs. -�� .....�..N•------Tom--__ --_ 11 11 11 1) • 11 11 11 17 Id 'll 11 11 1' 11 I 11 N li 1 11 11 1 11 11 T4 1 El ID It 11 11 It II 11 1 1! 11 11 R) 1 a u 1.1 11 Q II 11 W 1 ' 1 WJ, ii el 11 1 11 111 17 UDUBLEEDGE NAILSPACWG i } PAN_Et d I 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 (7so cMR 5301.2.1.1)1. a is ; , ' f 1� a na FRAMING MEMBER$ I I i EDMUTE MEDIAT£ S'MIN. STAGGERED 3"M� AlAlL PATTERN / f I PANEL PANE_EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment SPOOKE DETECTORS m to � 51E I"Jr U) r.r r•!RE DEPARTMENT DATc' - �y�` Iij 6GT.N SFGNAiUR`S HRE Rc"C'JlkcG FUk?fRMI711;G �+� 9j - � > n {w� ,~aoff 9� Q Z W W O 4 0 LJE Hppr �O m ob VJ 41 m �., m W I I - i Z 'FRONT ELEVATION I I I 0 SCALE: 1/4' . I'-O° 2�003 50 FT TOTAL ` , ` m W V Z N 3p U1 UJ w zky Lu F Q �Ou � P` Ai l 1SWEET 1 REAR ELEVATION SCALE: 1/4' . 1'-W Isn 319d15N'd'd9 dU ro,r1v� I DDRRAWN BY: KW DATE. 12/l/14 m VIN 0 Z w n W 0 �..i U o W >� RIGHT ELEVATION O SCALE:.1/4° - V-D' '� W 2 ° m IL LLI ae a W ® zm Q F wp w EIL J U I SHEET LEFT ELEVATION SCALE: 1/4' - V-O° 1421 DRAWN BT: KW DATE: 121/I4 7-7'_0' "w. ' 17'-I• 14'-5' 6'-6' 14'-0' S'-9' 19'-3' � V to NSp1 2 17 0 Ire x 21]/T COTTAGE S - - . . - AGE STILE CI7fTAGE STILE TW2652-bn 652-11... (q)TW2652-4n W 1/6•X H] ' Ire•X 64]re •_. 3R Ire'X 64 T/P• � .1'•`':��f 1Y4��4 DECK o AGE STILE I O a .. 652 6/I - I I' COTTAGE 5 i g - .. X bd VB ]/B' _ 1 $L I 32 'X N 7 0 11��" fFI o m cBL uu' r L ]2 3/4• ]re' 12-2 3/4•L`" w..,x 5a - 4 2-14. �CAB'S 1W O W.I.G. . L— SHELVES /��f' " -------_----- �M(�J ii CARPET I- 1 _ DINING OFFICE Di 1�1 C T�.. h: c ? OAK TILE _ :, P + L DBL. W6 VAULTED CEILING — ------------ ----- ' ————' lO'-6•Y FLAT -� '......- .•: MASTER BEDROOM • 1u0n1 2'-0'uT EDRAL CE ING I IL m � N � o — i uRPEr �, , Y GREATO ROOM zE R! A �J GARAGE ' ------ v ----------- vs_L O O - — ————— CONRETE SLAB 'A IX _ IE PITW TOWARD DOORS U) w W 4<o-bn ASTER v 3a as �tU}-per sa' .v.a ' �'l�iiE ,.� ) TW3�10%cn ,�.�r■ Ina'6D7 AT 12'-• 9'-II 1/2' 1/ 9'-2' 2'-4' S'-6' II'-B' - - W TILE 2b BO 60�re 1` CAB'S W 1 - O '^ %'ELVEB ABOVEp (2 14 LVL B I'1 ABOVE 1 '- 1 W. D 2A a € 11 I� Y. .ti. • v RAISED CEILIN 3 1k - Cl2 FIXED Il-6• 10' 11 /4' I I p2 LITE - 24 5/6'x 24 Sre Bp TW 2E TILE 5 `/f`tr\� I. 5 � O I FLAT CEILING 4 a L1 Ay' FOYER KITCHEN oAK OAK - a as rbn4410-bn s 0 50 Ire•x 60 Tre• .:w• . uj Q 4a Z UI m 3 /2 1'-10' 4-0 1 ': T-IOI 4 10 I AZEK 17-4'_ w c lO'-6•CATHEDRAL 4EIL1 ::._PORCH .. ... - W b BEDROOM #2 m 13EDROOM I#6 ... _ F Z H= J $ x J U WINDOW TO BE IB' � s A o S OFF OF FIN W q p FIDOR �e ' 7'-0• n= 7'-D• 6'O• 9' '9' 6'-O• '-6 7/ B'-5 I/4' S'-II T/B' 5'-9' S'-R' 2'-3° 9'-0' 2'-3" SWEET 9'-0• 14'-0' I2--0• FIRST FLOOR PLAN 1421 DRAWN BT: KW SCALE: I/4 - I'-O" DATE: 12/I/14 12'-2'. • 16'-O O _ _ •�` `- , I �-0•x 46'CONC.aWALL I I - w w Q I GIRDER 5' F.T. 6 x1a CONTINUOUS FOOTING TTP. I )) .YA. . - -2' I 4,4 4za F.P.T.POST I � I I � � J - I GAL TAOT RA W O I I j 2B 'BIG FOOT'FOOTING TTP. 1 � I_ BASEMENT �, I S 3 Ill'CONCRETE SLAB oW I .I IB•Ex-r.l I I I _I O I .. I ^ , m n " I: Rw t.o ,1 I - I` I • I -- ------ lt1 O I r � ---- ---- --- ---- - ------ - - ---- -----B _ LPOCKET BEAI'1 - I-- - , j m O T-q'CCNC.WALL Bonn PocKE'7 - L-J - I...I _ I 1 16'xl0'CONTINUOUS FOOTING T1P I UP 12'-7• I 1 I 6'_B• I4i_0. 14i_O. I4�_3• m ...I r 1 I it<T � r j 1 I 1 �- I w I1 III br I 't.:,„�,,11 L,•%. NOTE; cb ANCHOR BOLTS 1 ~~ W m C�„ EMBEDDED 7 SPACED 32°O.C. i2° FROM _ CORNERS I - I .. e•z 42•cor c+c.wau I r y 1 _ Lug%J 1 WASHERS 3°xB'XI/4° _ K'x1a CCNTINUOUS FCOfING TTP. I J'. 2x101. I 2x1a. I -. _ iI. i I6'O.C. II C•/Y '.C. _ cc--'' II C KC _ PITCH I � z P I 6O.C. --- --� --J GARAG a DSp y - 1 1 POINT LOAD .:� • I BEAn POCKET ,1 BG'x9L'x1Y F°OTEING �/'•:: "I I I I —OFFSET 2'TO 1 - L ALIGN WALLS I 1 0 —————— � 1 Q _ I FULL BASEME L 2 v j 1 DRDP FOR NT � I; I s vz•concRETe SLAB a L � 1 .I 1 - I I . O I DROP WALL UNDER I :.i �''„C,i� ' 1 I O i ,'I SLAB•DOOR9 TTP. 1 :1 m '. .: I N BEAn J I -- --------- -- W U) -- =---- --- - O p _ I uJ Q - of ul z J I S- GIRDER I - p I I 9 Vl'DIA.STEELErL COLUMN I ` p�° I v - '.I '° x30k12•CONCRETE PAD TTP. I I �1 L 16'xla II __________ PTOT B•x T-q• GA METAL POT CNINHFOING �B� � 6'3 10 10.. TUBE'PI RA NW 0 'BIG CH OR FOOT'FOOTING TTP. I o -- o --i "L----------- 9'-6' 3'-O' SHE ET 17'_0n 111_B• 13'-6• � 1 FOUNDATION PLANJOB: 142) SCALE: 1/4' - I'-0° DRAWN BT: K DATE: 12/1/14 N N Z O Ln r� pj O F V J v J n "71 i� .•n m p W F-32'-0' �RIGID WIND WASH BARRIER REQUIRED ° z 16'-0' 16'-O° AT EMERIOR EDGE OF EXTERIOR WAL - � � x - TOP PLATE 4 RIDG E VENT T - U IL R,.12 RIDGE BOARD mP50N{12.5 II T/B'LVL RIDGE PASTENER9 AT ALL - W G NON-STLVL Rl AL RAFTER/TOP PLATE Q JUNCTIONS TTP. - pL 21i's i 16.0..gyp: ASPT P IUD - �"•• P 4:. ° OC, NON-STRUCTURAL a BLOCKING 4'-O.O.C. N 12 (3)t 3/1'x 9 1/1'LVL BEAM II T/B'LVL RIDGE IN FIR5T TWO JOIST 1 RAFTER " - B� BATS FRO-GABLE WALL OC. OG.. ho 12 r^ 0: 0 i .. Ic•OO T e (2)1 3/4'.14•LVL (3)21101. Do8 s•16 O.C. n n n u II n n n II n Ixi TIG BEAD BD. KITCHEN 1 ` BI s FTC�GYP.GBD. W O Y O �-'T D WALL M a B'COWI'iN '�y BETCND BETWEEN GARAGE 1 LIVING • w AREA O_ a 1 i TIG 3/4'O5B O v SRO�M - 2ai'..tc•O.c. - 2 10'.r Ic•O.c.W/ _ m - GARAGE R19 F.G.INSUL. SOLID BLOCKING V2'cm SHEATHING R A F.G.INSUL. . T1YEK/W.C.SHINGL -. A EK TRIn TTP. 4'CONCRETE SLAB PITCH TOWARD DQDRB .:: (3)2x10 GIRDER 10•CONc.SONO PIER I I I s v2•STEEL lAL. BASEMENTpv 3O•x30•x12'FOOTIN J T V Z N W 13'-6• �p 3 V2•CONC.SLAB •., ' I W . .. .. II Q K Q L ZO Q NOTE: K (L . 5/8'ANCHOR BOLTS Bl EMBEDDED 7' J SPACED 32'O.C. Z s 12' FROM CORNERS WASHERS 3'X3'XI/4" SECTION "A" NOTE' SECTION IIBN CONTRACTOR TO REFER SCALE. I/4" I'-O" SCALE: 114' a I'-O" TO WFCM 110 X B AND CHECKLIST FOR ADDITIONAL HIGI.WIND TECHNIQUES RELATED TO THIS PLAN SHEET 1421 DRAWN BY: — DATE: 12/1/14 N 14'-0' 12-2LO - - - - O ^ � IA llb�w W p V J h 0-0 W O'^ Pf 2elOa i I6'O.C. 2i10'S 1 16 O.C. Q IL m 4 0 BEAti POCKET - Wmn Q � o 4 Z mm a ul 0 1 0 _ m U Z N Q�LU ILUl _ Z F K O F � F= 1 mKfma- V J U N IT'-4' (/A55WEEETT - FIRST FLOOR FRAMING PLAN SCALE: 1/4' a I'-O' 1421 DRAWN BY: KW DATE: 12/I/14 O ZZZ 12 TRUE VALLEY° 0 - E%POSED BELOW W - 9 i.r U g, WW O 4 0 - rT la e 1•o.c � .7 r 2"D 10GE (3 9 /1 VL O " �I - 2rt2 RIDGE �/■ W J IL WILD (3 9 1 2 LVL �I 'BUILD wER VALLEY' 1 BEARING WALL - � N IL _ O O q z � W pQ J •BUILD wER• VALLEY w W Q 'BUILD wER VALLEY• W V ROOF FRAMING PLAN SHEET SCALE: I/4° a I'-0° -105: 1421 DRAWN BY: KW DATE: 12/1/14 • N m N O Ln 41 o -d Lh J n N ...r W p F.F. in S. c JOINT DESCRIPTION cp.Iq,N Fuu eyw rIAL u.c N:R ■rv�, IL " OOF—FRAMING u W • En'END NDR TO CORNER W _ 2.v6 DEL TOP PLATE iue n�ppu n m y q�(TOa wl�) M ao NN.m Q o WALL FRAMING (5)FULL HGT.STUD rw puics Ar urtmsec'n (r.ee wlus) _ *-* _ JACK STUD e.vo ro et (rR Nulm) _ W .:.•^en ro (race Rsato) '^ NAIL TOP PLATE `'"I - - FLOOR FRAMING TO BTM OF HDR - _ Imo. W/]ROWS OF bd NAILS eTa w'Ta�^cIRPa[ree Roam) - /' S O B'O.C. euxx�Rc io aui�(irunm) _ A/ (u *efioe Raam) a-Re .-Im eaw LL O STRUCTURAL PANEL _ HEADER eun clapeR(race rums) _ NAILED BE COMMON C MU-HOLE HEADER .vaai W mcu ro �(ra wam) _ B B•O.C.EDGE AND FIELD O MULTIPL_OPENINGS e�srm Jhnr to vuiw ra FCA�ra) (toe wltm) - ROOF SHEATHING m • DOOR TRIMMER STUDS rnoc a rum O • wrtOte A nrumee eracm WCR u o.c, m Im mcva Fl4D 1. ` m f ^ at Hue Txuee u/e m m en rlm m W 2-5/B'ANCHOR BOLTS w/W"S"PLATE WASHERS CEILING SHEATHING WALL SHEATHING ')` .5c• oa ar.cm rr ro n.o.c m we v�coear rlm . ' i'o.iam'K.'r aRaa FLOOR SHEATHING elee..rrn TR.R I m W mGQ^m Lu U . W N O 3 N R OW WALL BRACING AT GARAGE DOOR m p I / SGIIP:N.T.B. W Q K J SHEAR WALL COMPLIANCE, -It U LL W- 30%OF EACH WALL RUN VERTICAL SHEATHING WITH ed NAILS 3° EDGE/12° FIELD (4)Ibd NAILS PER FT BOTTOM PLATE L- 15%OF EACH WALL RUN VERTICAL SHEATHING WITH Ed NAILS 3° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE SWEET 1421 DRAWN BT: KW DATE: 12/1/14 F - N a w V . j u VPT 12 _ �'u r'r OVER vALLE - 9� JZ 3 9 /] VL OR - U •O.0 TyF n O 2112 IDLE n ■rr�w, o 2x12 RIDGE iJ � W � r ao (I n ie• VL PS PST m P 3 9 I/2 LVL UP 'BUILD OVER VALLEY' - T BEARING WALL — -- - u w 3 w 0 J W Q 'BUILD OVER' VALLEY O Z E rc of � rc H 'BUILD OVER VALLEY. w QF � I,L N 12�-0• 26'-0' 17'-0° 11'-6• 13'-6' ROOF FRAMING PLAN SWE.E�T.// SCALE: 1/4' - I'-0° A / 1421 DRAWN BY. KW DATE: 12/30/14 f TempParcelEdit Page 1 of 1 Of 21 'R Logged to As: Wednesday,January 16 2008 Frank Schlegel New Paremp� I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 I 015 Street Number: 144 Unit. ` Dev Lot: LOT 15 Road Name: PHEASANT HILL CIRCLE i T/R f I Sec. Road: ,._._ T/R Villlage: 07 - Cotult !, Part of M/P: I.M.A,P.002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update : Qelete Add�Another .. „ http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 joB &2C-C.'612 -rots) SHEET NO, OF 4- Air TAYLOR DESIGN ULC CALCULATED BY TE- CHECKED BY t F -TAYLO 7 .............. . ...................... .................- .......... ............... ........................ ....... ......................... ........ 10IM5-i n...'r ................ ................................ .............. P.tolF u& LZ, ............................. ............................. .................... ........... ................................. ............. .............. ........... ..................................... ............. .............. ....... ................... ............ ...... .............. ............. C>mx* ................... ............. ............................................................. .............................. .................... ......... . ....................................... oll .......... ............. �..: ---..... ........ C�E; t 63 W. ...........- ............ ................ ............ c- t>I ............ .................................................... ............................ .................................................................. ............. ..................... (-7 ............ ......................................... - ..........-4- ......................... ..... ............ ............-................... .......... .............. .............................................ico ...... ....................... ........... .............. ........... .......... "JAVA, X-1-9' .................. .......... ............- ........ ............ C12.ca 1.$7 lto .......................... sl' .................................... .............J-1- ...........'P... ....... ........... .......... ................ .......... ipr)3� -.11P.1- ................ ...... .... (7 . ....4 ................ ....................................V'. ........................ wo w ' C•d �}-4. t$'f f4 Z4 P c ............... ....... .......... ...................... ............. ............... &/4................ .......................... .....................-................ .......... ........ ........... ............. ..... ....................- .............. ............... . ...... ........... ......... ...................... .......................... .... ......... .................. ---- -- ATE p ............. ............. ........................ ........... :57 .......................................... 6 Z...... ........... ......... ........................ .......... ............. ............. ..................... ................- ...................... .................. .............. c JOB � l /^. SHEET NO. , OF +�4. TAYLOR DESIGN LJ CALCULATED BY_S,�'j� DATE ,_, CHECKED BY DATE t' a. SCALE ...... ... ...... ..... M ....... SPA ; g 3 0 .... ... ... .. 77 F g ........ ... 3 4 ; c.. 4 r r- w oC, ZkBe r�. . . e. t7 ... ..... . - _.. tQ. t tP .... ........... u ._.......... .. l� t earl ..... Z.kro Zl.. ... . 4► 'r' R..do'Yl. La' .-'r '� P.. ►C' 'E.... 3z Go .. ....... c .. oo + �. . -3z � .. IV z 4 k�Qb t 7 0;� Cc `..... �. '.a .d o S7.7 S 14 ,.v 1-_ `l P« ...... o'er JOBtloLL-1(5kL-rdovj SHEET NO. OF 4. TAYLOR DESIGN CALCULATED BY C? DATE_ /'� CHECKED BY DATE -A- C("cam (ze-w CALE ST ..... . d E' 2�I,s 4...,z 4 G G.4 . kt0 la. l3...... [4 . . .. C'.tc.`' ........... e_k. .. .... -6 3 44.. ... . 10 7 aP a 2.S-a Ps . . w� ._ . Zao.t G 3.Z� P�- .. 4-4.t.. Z .. ... Wo t� C-7 I �r .... 7 7 .. . .... ..... p C�7 '�t ''�� _ sG and Q ... _.... ........... ............. ^T) [4.. tok10 ........ ..... 1 j JOB SHEET NO. 4 OF TAYLOR DESIGN t.:UC: CALCULATED BY y �� DATE ��- CHECKED BY DATE T SCALE .... ('�,� t� c- � r --� ►'ems. � m G � x` « _ ► o tip It t4 : ..... c ,o�,�',,.c,.c� 2c- . PcaFT _ ... ............... :# . ... 3Zt;zt, .. ....-- '73�'7 .'�` lao koo F..y S sv__. t7 o t Z� c� i4S/cam ` .........__ 3 _.. _GS Vi`o+►L� ...._ (._ 1�1�40 _tt8 Sr Z013 3,� s e. 3.4.4v' aIJ. 757 "'� 3 F 344 G � , moo . ............ t... ... >u. ZZ4�zz.�� S"ta7 .�` ........... zz4.Cc�� 3 4.4 .. .. 3st4s� Z 3.9 Z....... ..... ss R ...... ..... .. S F. Ifs. L, © ....sS t o 7. ' p ...........L. 0 o,,,n�ISG r.i.aFr�J "Ta t fb+ct SLR .. ....... . ...:.... .. .. .... I Ih AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(.80.CMR 5301.2.1.1.)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................:.....................................::........... .................................................116 mph Q WindExposure Category...................................::..........:......:.........:. ..,...:...........:...................,......:........:......B Q 1.2 APPLICABILITY Number of Stories(a roof which.exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q RoofPitch :............................_.........::.................................(Fig 2) .......................:...........:................8 5 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' [� Building Width,W. ................................. ...:................(Fig 3).. .............................................. 52 ft.:5 80' Q Building Length, L .......................... ...................................(Fig 3)...................................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)... . ....... .................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)................:..................................6'-8"s 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..................................... ............................... ......,:..,.............................,.,........................ N/A'. 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete-only Bolt Spacing—general :..........................:::....:.. .......(Table 4).......:::..:.................................:...... 32 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 PlateWasher...: ........................................................(Fig 5)... .................................. :...>_3"x 3"x 14' Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... [✓( Maximum Floor Opening Dimension........... ................(Fig 6).,. .............................................. ft<_ 12' N/A 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)..:......... Floor Bracing at Endwalls..........:.. . :...............................(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. ........ ................................(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 :5 10' Q Non-Loadbearing walls ......... .....I................. .........(Fig 10 and Table 5)....... 5..................18 ft 20' Q Wall Stud Spacing: .............................. .. ......:. (Fig ).....................24 in. 24"o.c......... Fi 10 and Table 5 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 (780 cMR 5301.2.1:>)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........:..............................::...............(Table 5)...:., :..................................2x6 8 ft 0 in. Q . Non-Loadbearing walls................................................(Table 6)............ ........................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).:.......................................8 ft Q Splice Connection(no.of 16d common nails)... ..'.....(Table 6)......................... ....................:........6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)....... ...... ..........(Tables 7) ......... .................... ....................2 Q 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) Header Spans ............ ..............:.............................(Table 9)......:........... 6 ft 0 in:s 11' Q ...... Sill Plate Spans .......p ......... .:.:.........................:..{Table 9)....................:.... ............3 ft 0 in. <_11' Q Full Height Studs (no.of studs)........... (Table 9) 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 _. . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Openingz ....... .... ................................... ..................6'-8":5 68" Q Sheathing Type..............................................(note 4).. ....::..::;........................ .......;.;...WSP Q Edge Nail Spacing..... ...as........................:.:...(Table 10 or note 4 if less Field Nail Spacing,:.... .. .. ................. .........(Table 10).......... ..........................12 in: . Q Shear Connection(no. of 16d common nails)(Table 10) ......................... ..................4 0 Percent Full-Height.Sheathing ......... ........(Table 10) ....... ..............30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... .,. .. Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....:..................... 6'-8":5 6'8" Q Sheathing Type..:....... .:............................(note.4).............. ...........................WSP. Q Edge Nail Spacing..... .................... ....::...(Table 1.1 or note 4 if less):..,......................... in. Q Field Nail Spacing.................. ......:.........(Table 11) _;.. ..............I............. .........12 in. 0: Shear Connection(no.of 16d common nails)(Table 11).......... ....... ...:..... .....................4 Q Percent Full-Height Sheathing............ ...:....(Table11).......... ........ ...........................15% Q 5%:Additional Sheathing for Wall with Opening>6'8"(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. 1.1.)' 6.1 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 Loadbeari ng.Wail Is Proprietary Connectors Uplift...............:................................(Table 12).........................:....................U=236 plf : Q Lateral. ...........................................(Table 12)...................:...........................L=176 plf 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........................................... ................................................518 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: 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 7/167 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 (7go eMR 5301.2.1.1)' -W EN THIS EDGE RESTS ON FitAMING(MESd NAtS ff_---IT--__ --- it it 11 11 1 ' ' 11 11 'll 1 I Ir, 1 d J... to h q.�II.p� }1 Ir 1 I I i ii 7s i 4OUSU CAC ------ MAILSPACING _ 1 PANEt_ 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 (7so cMR 5301:2.1.1)' w� a t ' #t t . o m I� FRAMING MEMBERS i i �. EDGE EdTERMEDIAT£ `~t t t 1 1 t. - } 0 STAGGERE6 NAIL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing _ _ for Panel Attachment Foundation Certification. in Barnstable, MA Prepared For : 144 N Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-087 . Baxter Nye Engineering �C Surveying Zone X (unshaded) ® FIRM Community Panel Number '0250601 0539 J Y g g y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LL•C ® 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 21 MA 02601.059 Hyannis, . Page 158 -Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed'Book 22249 Page 282 Scale 1" _ 20' 01-12-15 Job Number: 2005-214 OPEN SPACE N85'�3" E 11 B.24' 1 00 LOT 15 / Z 17,737f S.F. / 0.41 f ACRES ' . 1 1• 3 I . I • �0 4, �10 N I I , `.o• .0, P00 II 1 o l rn, 1 ��' eoe+s LOT 16 V I 31 Doti ti0 71 Q�o; OI o� W 1 41.4, a4j row /.�°' rV I 0 • �$ 5 6o�Ib - I LOT 14 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.'4S�, BARNSTABLE ZONING BOARD OF APPEAL No. 2006-082 (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 o ShcA�lE SPECIAL FLOOD HAZARD AREA.: THIS PLAN 1S NOT TO BE RECORDED N R IS IT TO BE USED TO ESTABLISH PROPERTY LINES: �= ��•��3&if37 �' "tom s REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE v GENERA[. NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT = 20' SIDE/RE41? = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION ..•�"" CONSTRUCTION PLANS. ��,�.... 4. tOMMINN1TY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MNAW FLOODING. t 5. EMARONMWAL NOTES. 1 I SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITrAL ENWRONMENiAL OD PROVIDE (2) 6' A. x,6' DEEP 'NE SPACE ' , SITE r ITHIN AN AREA OF ESTIMATED HWAT OF RARE o LEACHING Q SURROUNDING ALTERNATE i 118.24' WILDLIFE PER NFNESP MAP OCTOBER i, 2O06 "ESTIMATED Z EQUIVALENT VO(WME OF 578 CF)) N 85'20103' E ' HAMATS OF RARE WILDLIFE' FOR USE WITH THE MA WERANDS CONNECT ALL RW DOtNNSPOUTS + , PROTECTION ACT REGULATNOI� (310 CMR 10). TO LEACHING BASIN SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP + DEEP i 10' SE tBpo/UNE VEGETA�TPD 12 _ r! / MAP OCTOBER 1 2006 'CERTIFIED VERNAL POOLS-* RAIN GARDEN (125 -y r r r___.____ �' LOT 15 ;` � SITE IS NOT WITHIN A PRIORITY HABITAT PER NNNESP MAP OCTOBER C.F. STORAGE) r ' 17j737f S.F. i 1, 2006 "DRl1Y HABITATS OF RARE SPECIES MR SPECIES TOP-70.0/ �•o I t ' UNDER THE MASMUSETTS ENDANGERED SPECIES ACT, BOTT0111149.0 " , ,' 0.41 f ACRES f ,r REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PROTECTION AREA /V/\� 70.5 3 CONSTRUCTION NOTES: 71.0/O 7,z.to ? �, 1. ALL GENIERAI. CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT 16 f' 15 / 2• ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SWEET C-5 FROM MIN. ,' ' I , THE SUBDMSION CONSTRUCTION PUNS FOR COTUIT MEADOWS, IN 83 ��� 'Q i ; DATED 6125107, SHALL HEREBY APPLY TO THIS SHE PLAN. •a59 72.25 4 " ' 3. SEWER BINDING CONVECTIONS. "I ICn ^ , i - MIN. COVER SHALL BE 3 FT. " �► 3 o i + - SET CLEAN= AND MAINTAIN CLE40NCE FROM OTHER UTILITIES ,"VEGETATED 12' DEEP" ,0 72. '•o• �� �Aa r.o I AS REQUIRED BY BARNSTABLE DPW. RAIN GARDEN (125 � .,y, , f , - MNVIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. C.F. STORAGE) i / r ��0\ QO M' 41.4' f ' If TOP-68.0/ 72.15 k% I r BOTTOM-67.070.5 COX 721 v�� , / m A.0 ' Cotuit Meadows Suluiivision 71.0 ; h 71.s �o " 171.0 X ; �' x Cotuit•Barnstabie, Massachusetts SM4 #23 r � +� + y1 INVj IN-57.36 ," ` �,� , i PREPARED FOR COTUIT EQUITABLE HOUSINGy LLC w l w CLEAN + s I , P. 0. BOx a 00 �} �ouT 3 ' W119, MA NW2 LOT 14 ME \ S CURBSite`TOP " i Plan Lot 1& 144 Pheasant Hill Circle (.0 88.47 `e s BAXTER NYE ENGINEERING & SURVEYING Registered ProfessionaldQ �H oF,�,q Z_s. - �„r► r s �, Engineers and Land Smveyors Ssy� a7 F'a '�S s ��.� {� 78 Noah Street,3rd Floor,Hyannis,MA U260! �� sTEOHEN s�N� C' s SM I24 Phone-(508)?71-7502 Fax-(508)771-7622 MATsoN N INOtJT=59.23 CIVIL a No.46345 O �4 F, 20 0 20 40 ���s oN L SCALE IN FEET N \2� S-2011 t� SCALE: 1" = 20' DATE: 12-05-14 F REV. DATE: REMARKS on � LOT 15 Dwm MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214