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HomeMy WebLinkAbout0075 PHEASANT HILL CIRCLE -/off _ \ AWE Town of Barnstable Building Department - 200 Main Street sARNST"LE. MAC. Hyannis,Hyannis, MA 02601 1639. . (508) 862-4038 'OrFc�s ifiOccupancy Cert cate f o Application Number: 201304871 CO Number: 20130127 Parcel ID: 002002104 CO Issue Date: 11/19/13 Location: 75 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: All. B dig apartment Signature Date Signed ���� TOWN OF BARNSTABL.E Building 201304871 PermitBABNSTABLE, * Issue Date: 08/19/13 9 MASS. s639• Applicant: BAYSIDE BUILDING INC � Permit Number: B 20131961 Proposed Use: . POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/16/14 Location 75 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002104' Permit Fee$ 918.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num. 005645 Est Construction Cost$ 180,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A(3)BEDROOM 2 1/2 BATH CAPE STYLE HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL W/AN ATTACHED 2 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 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY:ANY STREET ALUY,OR SmEWALK 0R ANY PART THEREOF,EITHER ORARILY R ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY'PERMITTED UNDER THE BUIIAING CODE'MUST BE APPROVED BY THE JURISDICTION,.,,STREET OR ALLEY GRADES A WE L AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE'� .._ OBTAINED FROM THE DEPARTMENTO F PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT 'RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. x $ ' r . MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 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. 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). THI e o • AT ISNISIBLE o • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _ 0 E� 2 01?45 ti v 1111113 2 2 'jXd f 6 (Arc 3 ��,1 ��YZ 1 Heating Inspection Appro als Engineering Dept /o 3 ) -Ij Fire Dept 2 /I �,pD Board of Health Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 9/19/2013 Address: 1645 Route 28 Bayberry Square Time: City: Centerville Indoor Temperature(F): State/Zip: MA 02632 Outdoor Temperature(F): Phone: Floor Area(ftz): 1798 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street: 75 Pheasant Hill Circle Supply Ductwork: Basement City/State: Cotuit, MA 02635 Primary Location of Return Ductwork: Basement Comments: System serving first and second floor on two zones.Second floor supplied and returned by duct risers in interior and exterior walls.All duct joints seams and connections sealed with 3"venture mastik tape. System tested after rough install with equipment installed.All trunk work insulated with r-6 foil faced insulation and flex runs are r-6 foil faced also.All duct work in cold spaces insulated with r-8 foil faced insulation. System tested with Minneapolis duct blaster: Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press (Pa) Installed (Pa) Flow(cfm) (pa) Installed (pa) Flow(cfm) 25 3 85 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/5N: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): 85 Floor Area: Total Leakage as% System Airflow: Eric Whiteley Toal Leakage as% . eric@wvwhiteley.com Floor Area: 4.7 aF v 28 Village Landing >, P.O. Box 1266 I M a AIV4 AA00MTIMMG. W.Chatham,MA 02669 Plumbing• Heating T508-945-1100 Air Conditioning F 508-945-5549 Commonwealth of Massachusetts Sheet Metal Permit Date: -PRESS PERMIT Permit k ..J (pt 8_3 Estimated Job Cost: $ I Jam1 0d0 6 2013 Permit Fee: $ . Plans Submitted: YES NO ✓ Plans Reviewed: YES NO Business License# 1 U/Q TOWN OF ,BARN T1A%F%cense# a M Business Information: Property Owner/Job Location Information: Name: VL rn Ott �E11}�'�E�P I(`� : Name: n o rafmC( n Street: g ��J!I �� l n Street: City/Town: City/Town: �]ij Telephone: 509^ qq5 — I 00 Telephone: n J�} Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwe llings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Y Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institution Other Square Footage: under 10,000 sq.ft. over 10,000 s ft. Number of Stories: U` Sheet metal wor to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: f . . INSURANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich,meets She requirements of M.G.L. Ch. 112 ,Yes No ❑ If you have checked Yes, indicate the type,of coverage by checking.ttie 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. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxEj,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 performed 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 ProLress Inspections Date Collments Final Inspection - jute - - - - - - - - - - - comments _ Type of License: I By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# 0617 '❑Jcurneyperson-Restricted License Number: / Fee _ Check,atVvWPf.rn`ass.aoy/d°)1' Inspector Signature of Permit Approval 14 Regulatory service's' P.1.1Ui�ag� Thomas P. Geticr Director A J p Ball inp D-dsio 1 4 Torn Pcrry,Btiijcjj' y( cr�missior:er -200 Mij Sty cct.I ,�zna.s,I�Q%,02601 off cc: 508-8Q-403 3 . Fa.x: 508-790 bZ30 Property- O-Arr�tr f Lis t Complete and 5zp;,11 T'hif Sectiba l i Its is gr _4 B u1-1 Ar o'Ar� a,-,aer or tine subject properrl 1-i=by air-ho rizetO all.r Lters reL-_d e to w.rk a _h. _r F o _w_r1 b� c�C-tn5 rc.=Tr applicaL%on ior: -�� Phi - ,1 o.L per mate .1.LLat \a_Tr1P: �r-is aPp } 11 forte.* -Home DWDCe ._S Llcexrse ExImp.ton Fo:t-m on the zc-verse side. 2;�csr•,�s;a;�rrrrF.�cr,�,tr,�sl�rt - . :i „1 • COMMONWEALTH OF MASSACHUSETTS .,SHEET METAL WORKERS AS A BUSINESS ISSUES THE ABOVE LICENSE TO: CR`IC T... WHITELEY W .,.VERN'DN 41HITELEY PLBG AND 28 ..VIL-.. ! AGE LANDING �.� PO ..BDX .:1266 �( W CHAT.H:AM MA 02669-0.00 j -I 160 12/22/14 292629 � J ---- -------------------------- `:..' COi�INtONWEALTH OF MASSACHUSETTS:.. ._' - = B-v ha a -e � e �� o- _°• :➢ 9, . . .. . . SHEET METAL WORKERS AS A MASTER—UNRESTRICTED ISSUES THE ABOVE LICENSE TO: E.RIC T WHITELEY s PO BOX 248 WEST CHATHAM MA 02669-02"48 l 2967 02/28/14 "; 119423 Fo!d,Then Detach Along All Perforations OR&`IJSEaT,T.till - OW N ZA S� Sa6-1 r 't''IF��77rr Jw xaY 1 � 1 �c CIASS {iE57:1�OT`� I r g ?z F t�N8"�S�fiO61� F F!1�VJ?EL (l� lfl�'ti , Ssr 4 18,j MIAINrST 9 W CHAT(Ht/{M MA r y3 ys I�. ' Fi f:l 'r ' r -.!'�`T-cky:_li�Ir,.� •_y�i.{�{l i' i i. t'�. i- i ,1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations .a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electriciaus/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): n) . V2 n L)),d c e , �a�� n l a -�T n C� 1 Address: �,� Po 6 a1, 1, � City/State/Zip: s� Gi-! 1. m Phone#: C^03 - Jla ©) Are you an employer? Check the appropriate box: Type of project(required): 1.1� I am a employer with q 9 4. I am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. EJ Demolition working for me in an capacity. employees and have workers' Y P Y 9. Building addition [No workers' comp. insurance comp.insurance.- required_] 5. 0 We are a corporation and its 10.❑Electrical.repairs or additions officers have exercised their 11_ . 3.El I am a homeowner doing all work ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required_]' c.'152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees_ if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation: insurance for my employees. Below is the policy and job site information. Insurance Company Name: s co Policy t#_or-Self ins.Lic-#:.- L�J Job Site Address: V a o uS City/State/Zip: In 1 a Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DI_A for insuranc,64coverage verification. I do hereby certify under : p a e o perjury that the information provided above is true and correct. Signature / Date: 1 d q I _ Phone#: \ g/ 9 — i 1 0 0 Official t[se only. Do not write in this area,to be • mpleted by city or town official- . City or Town: ermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.-Plumbing Inspector 6.Other Contact Person: Phone#: Client#:48736 VERNWHI DATE(Mh71DD/YYYY) ACORD_ CERTIFICATE OF LIABILITY INSURANCE 10/01/2012 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: Karen A.Walther, CISR Rogers & Gray Ins. PHONE 508-760-4630 FAX 877-81 i/2156 434 Route 134 E Mayo,Ext: A/C,No kwalther@rogersgray.com South,Dennis, MA 02660-1601 ADDRESS: • INSURER(S)AFFORDING COVERAGE NAIC# 508 398 7980 INSURER A:Arbella Mutual Insurance Compan 117000 INSURED Wausau Underwriters in .Com INSURERS: s an p W. Vernon Whiteley Plumbing &Heating INSURER CArbella Protection Co I17000 Company, Inc. & Chatham Sheetmetal, Inc INSURER D P. O. Box 1266 INSURER E: ' West Chatham, MA 02669-1266 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. INSR TYPE OF INSURANCE ADDL!SUBR; POLICY EFF POLICY EXP LIMITS LTR INSR iWVD POLICY NUMBER MMIDD/YYYY MMIDD/YYYY A GENERAL LIABILITY 8500052832 10/01/2012 10/01/2013,'EACHOCCURRENCE S1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY - PREMISES(Ea occurrence) s 300,000 � CLAIMS-MADE L r�J�yI OCCUR- I - M❑D EX (Any one person) s 15,000 PERSONAL&ADV INJURY S1,000,000 GE NERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X (PRODUCTS-CONIPIOPAGG s2,000,000 POLICY I ^! PECOT- n LOC I S I AUTOMOBILE LIABILITY I L 1020006346 .10101/2012 10/01/2013 COa acMBcldenU SINED SINGLE LIMIT I 1,000,000 (E ANY AUTO BODILY INJURY(Per person) S IALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) S HIRED AUTOS X NON-OWNED ! ! I - PROPERTY DAMAGE I AUTOS { (Per accident) s A X UMBRELLA LIAB I j OCCUR I I 4600052833 10/01/201.2 10/01/2013 EACH OCCURRENCE I s4,000,000 ----. .EXCESS-LIAB__._._I—__I-CLAIMS-NIADE-j----I- DED XI RETENTION SO I S B WORKERS COMPENSATION WCCZ11260053011 1O/01/2012 10/01/2013X IT STATU- i AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERJEXECUTIVE Y/N i E.L.EACH ACCIDENT. I S500,000 OFFICER/MEMBER EXCLUDED? u NIA _ (Mandatory in NH) - I E.L.DISEASE-EA EMPLOYEE(s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below - I E.L.DISEASE-POLICY LIMIT I s500,000 I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required)' _ Plumbing, Heating, HVAC service& instal-lation. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE - ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 M , TLH TempParcelEdit Page 1 of 1 go iL �3 Logged In As: F Wednesday,January 16 2008 Frank Schlegel N ew Parce Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 ; ,104 Street Number: 75 Unit Dev Lot LOT 104 ` Road Name: PHEASANT HILL CIRCLE T/R. (-J, - Sec. Road: T/R: 1.7 Villlage: 07 - Cotult ` .. Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: ti �Delet =otheAtldPrw v� Update i � . �..,., 3 htt.n://I sso l2/Tntranet/Prondata/TemDParcelEdit.asDx?ID=Add 1/16/2008 N Z O ZsC IMEEEEEE 0 oc J w -MR =F TT-1 mho FRONT ELEVATION SMOKE DETECTORS REVIEWED M� m O I'SCALE: 1/4° -O' - - UfJUAUE SUILDONG DEPT, . 0.4TE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - N 3 LLI zQ ww 0 E Lu N to �� w O#tL w I SHEET REAR ELEVATION eva so. Fr. FIRST FLOOR 919 SQ. FT. SECOND FLOOR JCB: i307 SCALE: 1/4' a V-O' 1,78B SQ. FT.TOTAL DP+ N BY: KW DATE: 7/25/13 N U � \ z ° cb --- cb i L---J RIGHT ELEVATION LEFT ELEVATION VJ w °''SCALE: 1/4 1-0 - SCALE: I/4° = I'-O° �+ Z ` 12 4 C� 'HURRICANE CLIP• IF.G.IN9UL. 2x101e•16•O.C. - FA9TENER9 AT ALL RW F.G.INSULT /hB5•16 O.C. RAFTER/TOP PLATE 5/B'PLYWOOD SHEATHING/ - JUNCTIQIS TTP. ASPHALT SHINGLES . Ix3 STRAPPIIN�/ RIGID WIND WASH BARRIER REQUIRED -' 4 -AT E-ERIIOR EDGE OF E ERIOR YIA BATH HALL - h - / 12 In BLOCKING 4'-0'O.C. �.:s 12 3 IN FIRST TWO J019T 2x10'9 f 16.O.C. 2 IO9 Y 1-O.C. - V 0 - BATS FROM GABLE WALL TYp.EavEs .. IxB FASCIA/1.4 SECOND MEMBER _Z Q lY9 STRAPPING ^13R CONTINUOUS VENTING DRIP EDGE w W in-GYP.BOARD - 9'T Ix0 FRIEZE BD.W/BED MOULDING Q KITCHEN i FOYER T F EXTERIOR 4 LL N L N 2x6 E.T.STUDS 0 247 O.CI W Z " 6'R21 F.G.INSUL./ R/ Q_LL FINISH FLOOR 9'-0° 4'-O° TYVE -P/I/W: 1 5NINGLES Z O r I R 0 R30 B SURF - Q u Q • FIBERGLASS NSTIL E W 2-2x10 GIRDER PT 2U0'5 Y 16•O.C. 2x10'9 Y 16•O.C. 1xIC5 i Ib'O.C.4.4 P.T.POST 9-2x10 GIRT-- 4-2 Tw FOUNDATION VIAL IL W WLV.METAL POST ANCHOR P.T.SILL ANCHORED 29'O.C. Ir'9CN0 TUBE'PIER 7YP. BASEMENT --_13R DAMP PROOF'-dW GRADE ED S 1/2•LALLY COLUrPIs-- 9'T 101x16'CONTINUOUS FOOTING 0 I - J U r 9 1/Y C7NC ZM SLAB NOTE: 6 MIL VAPOR BARRIER 5/B°ANCHOR BOLTS EMBEDDED 7° SPACED 23•O.C. I2°SPACED FROM CORNERS _ WASHERS 3 x3°xI/4° SHEET 24'-0 SECTION "A" JOB. 1307 SCALE: I/4° = 1'-O° DRAWN BY: KW DATE: 7/25/13 i 56'-0° N - N rr V U. I a cb KITCHEN I TILE LI �.w■ .'r �Q O 04K t - LITE _I w (2)TW 24 10 h y _ Tr �zI 60—'.W T/B' _ �I INS �� (} 3i_O' � 2A _ 0 OAK T •. LALLT PST DN m TO CONCRETE M /L 2fi 2- LA LALLT PST DN ABODE ^ � fi. TO CONCRETE I_ 12'-°' I - 2B FIRE GARAGE , TW 14410 0 _ ABODE FWBM O TED 4'CONCRETE SLAB W I/B'K60 7W. . PITCH TOWARD DOORS 24 'j.a OFFICE OAK .Eo � 1..IVING T 2� N O - N _ m _ La U 2-4 14'-4' 9'(2)�7 O.M.DOOR W/TRANBOFI Z Q N W� Z Q Z p J. - e e <� a n' new 7'0' 0 4'-0' W-0' 7'-0' 7'-0' W-0' 4'-O' -3 9-0' '-6' 9'-0' 34•-0' 22.-0' 56'-0' 54F FIRST FLOOR PLAN SCALE: 1/4• - 1'-0' r JOB: 1307 DRAWN BY: KW DATE: 7/25/13 o . . C� w 10 i W-O' 10.-I 1/2' 13'-O' 9'7 I/2°. 2'-9° ob - m M1 �5"° �4 O r I 10'-3° ` • -° 13- 2' 10 • TILE ? uN. TILEH 2E 24 MASTER- Q b ... ::.....«,. BEDROOM, •2-4' - D 51- '3 1/4' 2'-4'�® 76- 15'-0' f _ 'Iy 0 m - 0 TW'24 -2 2A W.�,C, r 30 �xvb T/B' O ' N - 1M■ I� 59 7/D°x5i 7/B' N 24 I^_ L .S 2B -- m x O BEDROOM #t 7 BEDROOM'#2 CARPET 26 CARPET .. rr y o . j - KNEE WALL . - � .• 3 O 0. . W A n tiLU zia d U1� m � fi K� c . 7 O' 20 O° $ 7 O" 7-0' B 0^ 7 0' - Z O 34'-0^ 22--0' IL Q LL - 1— O J SHEET SECOND FLOOR PLAN SCALE-1/4° - I'-O' DRAWN BY: KW DATE: 7/25/13 ' • _O. 16:_0e .4'_3• 2'-q' fw -----------------------------------I _________ _____________ ____I _ 4 W 2x P.GIRDER 1 LV P.T POST 1 Z 1 GALV YIETAL POST ANCHORi 14 I IW'SONO TUBE'PIER ' i �' • i i::: I lie•Ex�r.1:.:�� 0 I 1 I �ROP T ..:: '.Y.:..:. --_.fin!-- .'..: ,-.-�:::. — .- f�..:. .':` - 4.... m : -- ----------——— -- — ------— ——i F r -- — — -- --------�•T.I - �I 'I DROP WALLINI �/� e•x qc•-�oNCRETE WALL •oocR I I - VI ulBASEMENT {A I — b:e I I6'xl0'CONTINUOUS FOOTING TTP. I �RETE SLAB S'-II• S'-II' 3'-3� 3'-S� 6'-S• 7--3" I SPLIT ' - - GIRT 1}+I GARAGE g 7- 4rrw Ta�:IAao _'Irxr [;• its;:•" �I r:I . —3-In GIRDER __ __� I �I/2'DIA.STEEL TE PAD � 1 :�' I Z•`I —J �, 30'z37z12•CONCRETE PAD - 1 1+I 1 I; I b O r__ _ - DROP WALL 10' DROP WALL 1W I 3 v: m i , B DOOR Y DOOR I .I uJ0 I I U —1 i. B•x T-9'CQJC..WALL L_———— —— —_ I6'x10'CONTINUOUS FOOTING Ill W IL ' K J Z� Q u 34'-0' 22'-0° J FOUNDATION PLAN SCALE: IIA' - V-0" NOTE, 5/6'ANCHOR BOLTS SWEET EMBEDDED 7' SPACED 23'O.C. G FROM CORNERS W 'J WASHERS 3°t3'XI/4' f ' JOB: I307 DRAWN BY: IGYJ ' DATE: T/23/13 a t Lj DESGRIP _ cav"ou ruin. lu rrra r.. JOINT TION c wrcmert a• wareea ce ruL s w 1� a - - ,. ♦ _ ROOF FRAMING M Q ♦ —ND HDR TO CORNER " 2..ML TOP PLATE - _ s,co,lnc To s.viela lice ealLm) - a-ee -a-roe . _ wn 0o4RD To RArlD,(EIm w�Lm R-Ice • s-Im "i..a _-* � � WALL FRAMING .. W (3)FULL HGT.STUDS MreasrcTwNs(rote xaLm) - O JACK 5TUD �noew ro uon(rwace�ila)Lm) AIF NAIL TOP PLATE - `'� " FL MI FLOOR FRANG O TM - TO B F HDR •W/2 ROWS F 6d N4 L5 - aT�a! N,(Tce NA Leo) ce enu, • • 6 3 O.C. - To su a• ( wLeo) STRUCTURAL PANEL HEADER CONTINUOUS HEADER Lea m ce- _ W e r NAILED Bd COMMON - •MULTIPLE OPENINGS- _ I` C...EDGE AND FIELD - •To solo msT To auTat(Ta rV.)(Tce rYum) t m w 9 m Aa�sT Aso D - rpa � O ROOF SHEATHING .. e e� a • .. " s " DOOR TRIMMER STUDS ePs ce neusses s=f arts a oc m¢eie FleLo 2-3/Br ANCHOR BOLTS • CEILING 5HEATIIING e w/3°>3°PLATE W45HER5 - - ' _ Fl— - �� : WALL SHEATHING - - . - ��� sivos srwcm ur To a.oc. - m �m mcenY slm FLOOR SHEATHING _ Par Los m ue eosv nm V „ cnw1F-rt Tsarl I �m mcvs r m W W N ROW W L B GI A E DOO W �.o W �� r u- 0� SHEAR WALL COMPLIANCE, W- 82%OF EACH WALL RUN - VERTICAL SHEATHING WITH -- ` Sd NAILS 3' EDGE/12° FIELD (4)Ibd NAILS PER FT BOTTOM PLATE - - L- 20%OF.EACH WALL RUN VERTICAL SHEATHING WITH 5HEET. _ rid NAILS 3°EDGE/12' FIELD A (4)ibd NAILS PER FT BOTTOM PLATE DRAWN BT: KW - DATE: 7/25/13 ' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map OyZ ` Parcel © Application C Health Division Date Issued Conservation Division Application Fee da.. _L7) Planning Dept. - aZ ' 23 'JZ� Permit Fee Date Definitive Plan Approved by Planning Board � Historic OKH AS _ Preservation / Hyannis #4 Project Street Address z�/7 7/ r Village Owner I In Address PK Telephone �,� -�_ � ]0"/0 Permit Request _ l'nil f, 1A 1 04— Square feet: 1 st floor: existing proposed 2nd floor: existing proposed L�__Total new Zoning District Flood Plain Groundwater Overlay Project Valuation -1'XQ0 Construction Type Lot Size �. ��'� Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family 54 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes a No On Old King's Highway: ❑Yes No Basement Type: 4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) e Basemernf Unfinished Area (sq.ft)_ Number of Baths: Full: existing_ new Half: existing __ _new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: 34 Yes ❑ No Fireplaces: Existing 4—New Existing wood/coal stove: ❑Yes 2 No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing A new size _Sh d: ❑ existing ❑ new size Other: ZZx� N Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w Commercial ❑Yes U_No if yes, site plan review # „ a, Current Use C Yl Proposed Use ! l/t4 an rv� --� APPLICANT INFORMATION _.(BUILDER OR HOMEOWNER)_ :v °Ti 4 - Name Telephone Number s —`7rI1'=ECM n Address PC) &�e_ �,'� License # cc 5-G qrs— 6A&K✓1 1 / 6 02QS2 Home Improvement Contractor# Worker's Compensation # oo7,514O CeZZ. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY f. APPLICATION# DATE ISSUED rMAP/PARCEL NO.-,.f ADDRESS VILLAGE OWNER t DATE OF INSPECTION: � ,FOUNDATION $ t FRAME a ��2.��13 o►c 11 l3 INSULATION!C019 ii l3 k f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS:,--!,,;, , ROUGH YcF°++cta: FINAL r 1 FINAL BUILDING '.S P d :3` D T r DATE CLOSED OUkT ASSOCIATION PLAN NO. 4 ,. t s M t Depart*aient of Industrial4ccidents Office of Investigadons 600 Washington Street Boston,MA 02111 wmv mass g©v/dia Workers Compensation Insurance AffidaN t: Builders/Contra.etors/Electricians/Fiumbers Applicant Information Please Print Le2ibl� Name 03usiaess/Qr nization/Individuai): �� 13�11L bIX161 /A/C Address: City/State/Zip4eVrM`I IVU- 020;?, Phone#: I? (CO Are you an employer'?Check the apprdpriktVi : Type of project(required): 1.El am a employer with 4. m a general contractor and I 6. New construction employees(fun and/or part time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp,insurance. 9. ❑Building addition [No,vmrkers' comp.insurance 5. ❑ We are a corporation and its required,] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I aim a homeoYmer doing all vrork' right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required]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 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insuran-ce for my employees. Below is the.policy and job site nfQrrnatiorz. Insurance Company Name: + �' `� eo Policy#or Self-ins.Lic.#: CQU gq (Q,ZZ _ ExpirationDate: 1 Job Site Address: City/State/Zip: Attach a.copy of the workers' compensation policy declaration page(sho iing the policy number amd expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.crnrunal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day,against the violator. .1�e advised that a copy of this statement maybe forRJarded to.the Office of Investigations.of the DIA for insurance coverage verification. I do lter elry certify under t his and penalties of pe;YuYy that the inforazation provided above is&ue arrd correct_ Sim afire: Date: z Phone#: Official use only. Do not write in iliis area,to be corrrpleted bjr city or tawta off ctrl City or Toi4m: Permit/License# Isswng Authority (circle one): L Board of Health 2.Building Department 3. City/Tc-Nnm.Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I� Subcontractor's Insurance 2012 GI_Policy GL Policy WC Policy WC Policy s Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 10/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/13 Campbell,William 508-790-351:7 08/26/04 08/26/12 07/13/04 09/13/13 . Cape Cod Marble&Granite: 508-771-2900: 07/01/05 : 07/01/13 08/16/05 08/16/13 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/14 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12417/04 12/17/13 Christopher Costa&Associates, Inc. :01/22/08 08/27/12 02/06/07 05/06/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 . 09/21/04 : 10/01/13 Davids Building&Remodel 508428-3214 01/01/07: 01/01/13 06/14/04. 06/14/14 Hill Construction 508 888 8154 04/29/07 04/29/12 08/14/04 08/14/13 Jeffrey Lauder 508-221-1046 12/09106 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 . 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/14 Pastore Excavation Inc. 06/05/08 : . 06/05/12 10/12/08 12/12/13 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 06/03/14 1 A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 HOFFMAN RESIDENCE LOT 104 COTUIT MEADOWS BARNSTABLE, MA Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..........:.....................................::................. ................... ............................110 mph WindExposure Category................................................................... .............................. ...........:.................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories s 2 stories Roof Pitch ............................... ........:............................(Fig 2) ..................................................12 5 12:12 Mean Roof Height .....................................................................(Fig 2)....................................................18 ft s 33' Building Width,W ...............................................................(Fig 3).................................................. 24 ft 5 80' [� BuildingLength,. .................. .,. Len 9 .................................::..(Fig 3)...................................................56 ft 5 80' Building Aspect Ratio(L/W) ..............................:.:..............(Fig 4)................................................:.2.5 <_3:1 Nominal Height of Tallest Opening2 ...............:.....:......,.,,;.........(Fig 4).... ............................................:.6'-8"5 6'8" 0. 1.3 FRAMING CONNECTIONS General compliance with framing connections ................(Table 2) ................................. .................... [ . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........ ......:.......... .:::.::...............................,....................... ............... ConcreteMasonry.................................................................... .............,.................................................. 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) 23 in. ............ ... . Bolt Spacing from end/joint of plate ................. .......:.(Fig 5)............................. .....12 in. 5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in. a 7" Bolt Embedment:—masonry...........................................(Fig 5)........................... ...:.....: in.>:15" N/A. Plate Washer...............:.........................:. ....... .:.........(Fig 5)................... ..z 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked .......:......:::.,::..........(per 780 CMR Chapter 55)..................................... Maximum Floor Opening Dimension....................................(Fig 6)................::.............I............._9'-0"_ft<_12' 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 s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................................................—ft 5 d N/A FloorBracing at Endwalls...................... ............................(Fig 9).................................................................... Floor Sheathing Type ................................. ......:..........(per 780 CMR Chapter 55).......... ...................... Floor Sheathing Thickness :......................................:.......,.(per 780 CMR Chapter 55)..........................3/4 in. Floor Sheathing Fastening..................... (Table 2)...........8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls....... .................... ..:::..(Fig 10 and Table 5)....... ..............8'-6"ft 5 10' Non-Loadbearing walls................. .............:................(Fig 10 and Table 5).........................:...18 ft :5 20' Wall Stud Spacing ......:............................... ................(Fig 10 and Table 5).....................16 in. 5 24"o.c. Wall StoryOffsets ...:.. ...........(Figs 7&8 .....................—ft 5 d N/A ........ ( 9 )....................... AWC Guide to Wood Construction in High Wind Areas:110 mph Win47,one Massachusetts Checklist for Compliance(780 cMRs3oi.a.i.i)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls................................. ..................(Table 5) ...........:..............................2x6-8 ft 6 in. [� Non-Loadbearing walls........................................:.... ,..(Table 5)........................................2x6-18 ft 0 in. Gable End Wall Bracing' Full Height Endwall Studs...........................::...............(Fig 10)...............:.........................7.......................... WSP Attic Floor Length...............................:................(Fig 11)...:.:..:.................................... ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft z 0.9W [� 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 0 Double Top Plate Splice Length ..............:......................................:..(Fig 13 and Table 6)........................ Splice Connection.(no.of 16d common nails)..............(Table 6)..............................................................6 Loadbearing Wall Connections Lateral(no.of 16d common nails)......... ...................(Tables 7)..................................... ....................2 [� Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)......:....................................:;.................. 3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header.Spans ................................. ...................(Table 9)............. .........................6 ft 0 in. 511' Sill Plate Spans ........ ..............:. ......(Table 9)............. Full Height Studs(no.of studs)............ ..................(Table 9).................................. .................... ........ ..:................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............. . P .....(Table 9)............. 8 ft 0 in. s 12' Sill Plate Spans.:............... . ........ .....(Table 9).................................._ft_in. 512" 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 Opening2 ..................................... ...............................6'-8"5 6'8" Sheathing.TYPe..............................................(note 4).: ........:......................., ..........WSP [� Edge Nail Spacing......,............. ........ . (Table 10 or note 4 if less) 3 in. ................... FieldNail Spacing ...................... .:......(Table 10)........... ........ ..:,......................12 in. Shear Connection(no.of 16d common nails)(Table 10) ................................. .................4 Percent Full-Height Sheathing ....... Table 10 ........... :. ..............26% 9 9............... (. . ) 5%Additional Sheathing for Wall:with Opening>6'8"(Design Concepts).............::...... Maximum Building Dimension, L Nominal Height of Tallest Opening2..:........................ ......_....................:.:. 8'-2"5 6'8" [� Sheathing Type..............................................(note 4)............... .................... .............WSP .Edge Nail Spacing............................... .......(Table 11 or note 4 if less)..............................3 in. Field Nail Spacing..........................................(Table 11) ....12 in. Shear Connection(no.of 16d common nails) 11)......................................:.....................4 Percent Full-Height Sheathing............. ....(Table 11)........... 17%for Wall Cladding Ratedfor Wind Speed? .....:.... ......... ....................:......:..... ............. .....,................ AWC Guide to Wood Construction in High Wind Areas:110 mph-Mind-Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AW.0 Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19)...............2/3 ft s smaller of 2'or U3 [� Truss or Rafter Connections at Loadbearng Walls Proprietary Connectors Uplift.............:.:........................:.......(Table 12)........................:.....................U=236 plf [� Lateral...........................................:.(Table 12)...............................................L=176 plf Shear......................................:.........(Table 12)................................................S=77 plf _[� Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............. fts smaller of 2'orU2 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................... ............. .............. ................................5/8:in. z 7/16"WSP [� Roof Sheathing Fastening................... .........................(Table 2)....................... ...........ad HOFFMAN RESIDENCE LOT 104 COTUIT MEADOWS BARNSTABLE, MA MEETS THE CHECKLIST IN IT'S ENTERETY 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 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind.Zone Massachusetts Checklist for Compliance.(7t30.CMR53A1.2.1.1)1 -WHEN THIS EDGE RESTS ON t RAMING USE&i NA" AT 8' - -'j----- H----- . Y 11 . 11 11 11 ' 11 11 11 1 - 1 - 11'Y 11 11, 1 . r li W IL Q 11 f : IL 11 IL 1 Q 1 1IL � fl Ir U1 11 1.1 !! W 11 V 1 ! a 11 IU 1 a I� ' FW„ _.. . �.rr ii ii 3 DOUSU EDGE NAIL SPACING t PANILt ;j L See Detail on Next Page Vertical and Horizontal Nailing: tat Panel.Attachment AWC Guide.to Wood Construction in High Wind Areas:110 mph Wind:Zone Massachusetts Checklist for Compliance(780 C.MR 8301.2aa)1: a + as r a r, ,I I i FFANIINGMEMBER$ ; i i, EDGE Ril7ERMED ATE ... i. I .. 3 , .. . , Id 8"MIN. - ........ STAWERED 3"M1L MAIL PATrMN PANEL PANG EDGE DOUBLEMLFDGESPACWGDETAL Detail: ;Vertical.and Horizontal:Nailing. for Panel Attachment REScheck Software Version 4.4.4 Compliance Certificate Project Title: THE HOFFMAN RESIDENCE Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area:. 812 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC BARNSTABLE,MA Compliance: Passes using UA trade-off Compliance: 2.7%.Better Than Code Maximum UA: 261 Your UA:254 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or or Door UA TOTAL CEILING:Flat Ceiling or Scissor Truss 1,105 38.0 0.0 33. TOTAL WALLS:Wood Frame,24"o.c. 2,011 21.0 0.0 98 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E W8 0.340 61 SHGC:0.00 Door 1:Solid 42 0.280 12 . Door 2:Glass - 42 - 0.340 14 SHGC:0.00 Floor 1:All-Wood Joist/Tr iss:Over Unconditioned Space 1,105 30.0 10.0. 36 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection list. '7J Name-Title ignature Date Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line.Design\Documents\REScheck\HOFFMAN.rck Page 1 of: 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be.met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 ;Construction drawings and ❑Complies [PR1]' documentation demonstrate energy ❑Does Not Comply JJ code compliance for the building []Not Observable ; envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑complies ; 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]'. . ':code compliance for lighting and #4 ;mechanical systems.Systems serving ❑Not Observable multiple dwelling units must ❑Not Applicable ;demonstrate compliance with the ;commercial code. 403.E a Heating and cooling equipment is ; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr :❑Does Not Comply loads per ACCA Manual J or other N v Cooling: � Cooling: �❑ of Observable ' ;approved methods. ;.Cooli g Btu/hrg ;❑Not Applicable ; Additional Comments/Assumptions: 1. Hign Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ILow Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck Page 2.of: 7 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 :A protective covering is installed to ,❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not Comply: ;and extends a minimum of 6 in.below;❑Not Observable grade. ;❑Not Applicable 403.8 Snow-and ice-melting system ;❑Complies [FO12]2 :controls installed. :❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: II II 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck- Page 3 of 7 2009 IECC Framing/Rough-In Inspection Plans Verified Field VerifiedValue Value Complies? Comments/Assumptions 402.1.1, ;Door U-factor. ; U- ; U- UComplies ;See the Envelope Assemblies table for 402.3.4 :❑ oes omP YD Not Comply:'values. ' ; [FR1]' UNot Observable �l ❑Not Applicable 402.1.1, ;Glazing U factor(area weighted ; U U ;❑Complies ;See the Enveloce Assemblies table for 402.3.1, average). ❑Does Not Comply:values.. 402.3.3,402.5 ;❑Not Observable [FR2]' ❑Not Applicable 303.1.3 ;U-factors of fenestration products are ❑Complies [FR4]' :determined in accordance with the ❑Does Not Comply NFRC test procedure or taken from ❑Not Observable :the default table. ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned ; U- U- ;❑Complies [FR8]' space have a maximum fenestration I ❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ❑Not Observable ; New glazing separating the sunroom ; ❑Not Applicable from conditioned space must meet code requirements. g U U- ;❑Complies 402.3.5 ;Sunrooms enclosin conditioned [FR9]' :space have a maximum skylight U- ❑Does Not Comply ;factor of 0.75 in Climate Zones 4-8. ;❑Not Observable ; ❑Not.Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies [FR20]' :listed and labeled as meeting ❑Does Not Comply: AAMA/WDMA/CSA 101/I.S.2/A440 or 4 ❑Not Observable ; :has infiltration rates per NFRC 400 that do not exceed code limits. ❑Not Applicable 402.4.5 1 IC-rated recessed lighting fixtures �, ❑Complies [FR16]2 i'sealed at housing/interior finish and ❑Does Not Comply:: labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 Pa. IE]Not Applicable 403.2.1 ;Supply ducts in attics are insulated to ; R- R- ;❑Complies [FR12]' i R-8.All other ducts:in unconditioned R_ R_ :❑Does Not Comply spaces or outside the building ',[]Not Observable ; envelope are insulated to R-6. ❑Not Applicable ; 403.2.2 ,All joints and seams of air ducts,airJ Complies [FR13]' :handlers,filter boxes,and:building ❑Does Not Comply: . cavities used as return ducts are ;sealed.- ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 P supply ducts. ❑Does Not Comply.: : . . []Not Observable s - IE]Not Applicable 403.3 ;HVAC piping conveying fluids above. R- R- ;❑Complies ; [FR17]2 5105°F or chilled fluids below 55°F :❑Does Not Comply: are insulated to R-3. ; ;❑Not Observable :[]Not Applicable 403.4 ;Circulating service hot water pipes are;:R- ❑R ; Complies [FR18]2 )'insulated to.R-2. ❑Does Not Comply ;❑Not Observable ; ;❑Not Applicable 403.5 "Automatic or gravity dampers are ❑Complies ; [FR19]2 'installed on all outdoor air intakes and [:]Does:Not Comply: exhausts. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 High.lmpact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck Page 4 of 7 Plans Verified Field Verified 2009 1ECC Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 ;All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply: v ❑Not Observable IE]Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Fnvawe Assemblies table for 402.2.5, ;❑ Wood ❑ Wood T Does Not Comply:values. 402.2.6 ❑ Steel [IN1]1 ;❑ Steel ❑Not Observable ❑Not Applicable ; 303.2, Floor insulation installed per ❑Complies 402.2.6 :manufacturer's instructions,and in ❑Does Not Comply: [IN2]1 substantial contact with the underside leJ of the subfloor.; ❑Not Observable ❑Not Applicable 402.1.1, .Wall insulation R-value.If this is a R- ; R- ;❑Complies ;See the Fn_ vetove Assemblies table for 402.2.4. mass wall with at least%of the wall ❑ Wood.: ;❑ Wood ❑Does Not Comply values. 402.2.5 ;insulation on the wall exterior,the ❑ Mass ❑ Mass ;❑Not Observable ; [IN3]1 ;exterior insulation requirement I applies. ❑ Steel ;❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not Comply V ❑Not Observable ; IE]Not Applicable 402.2.11 ;Sunroom wall insulation has a R- ; R- ;❑Complies [IN8]1 :minimum R-value of R-13.New walls ❑Does Not Comply ;separating the sunroom from U � ; T]Not Observable ; conditioned space must meet code ; ❑Not Applicable ' requirements. 303.2 ;Sunroom wall insulation installed per ElComplies [IN9]1 :manufacturer's Instructions. ❑Does Not Comply U ❑Not Observable ; ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum insulation ; R- R- :;❑Complies [IN10]1 I R-value of R-19 in Climate Zones 1-4, ; ❑Does Not Comply and R-24 in Climate Zones 5 8. ;❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed 0Complies [IN11]1 per manufacturer's instructions. ❑Does Not Comply ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) T2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck Page 5 of 7 Plans Verified Field Verified 2009 IECC' Final Inspection Provisions m Value Value Complies? Comments/Assumptions 402.1.1, ;Ceiling insulation R-value.Where>R-: R- ; R- ;❑Complies: ;See the Envelope Assemblies table for 402.2.1, :30 is required,R-30 can be used if ❑ Wood ;❑ Wood :[]Does Not Not Comply:values. 402.2:2 ;insulation is not compressed at eaves.:'❑ Steel ❑ Steel :❑Not Observable [FI1]1 ;R-30 may be used for 500 ft?or 20% El Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions.Blown El Not Comply [FI2]1 ;insulation marked every 300:ft2. []Not Observable ❑Not Applicable ; 402.2.3 ;Attic access hatch and door,insulation ; R- R- ;❑Comlilies [FI3]1 R-value of the adjacent assembly. q. :[]Does Not Comply J ❑Not Observable_ ❑Not Applicable ; 402.4.2, ;Building envelope tightness verified ; ACH 50= ; 'ACH 50= ;[]Complies; 402.4.2.1. b blower door test result of<7 ACH ; y ❑Does Not Comply: .:. . [FI17]1 ,at 50 Pa.This requirement may ,❑Not Observable , fo instead be met via visual inspection, ' ❑Not Applicable in which case verification may need to; , ;occur during Insulation Inspection. 402.43 Mood-burning fireplaces.have @Complies [FI8]2gasketed doors and outdoor Does Not Comply: ? .❑Not Observable. ; combustion air. ❑Not Applicable ' g cfm, p 403.2.2 ;Post construction duct tightness test cfm .. ;❑Corn lies' [FI4]1 ;result of 8 cfm to outdoors,or 12 cfm .❑Does Not Comply across systems.Or,rough-in test ❑Not Observable. result of 6 cfm across systems or 4 ❑Not Applicable cfm without air handler.Rough-in test verification may need to occur during .:Framing Inspection. 403.1. Programmable thermostats installed ❑Complies [FI9]2 on forced air furnaces. ❑Does Not:Comply, ❑Not Observable ' -]Not Applicable 403.1.2 ;Heat pump thermostat installed on ❑Complies [FItO]2 heat pumps. - _. ❑Does.Not:Comply: 00 ❑Not Observable ; []Not Applicable 403.4 Circulating service hot water systems [ Complies [FI11]2 [have automatic or accessible manual []Does Not Comply controls. q. []Not Observable f t❑Not'Applicable 403.9.1 [Readily accessible switch on heaters s❑Complies [FI12]3 [for swimming pools.: ❑Does Not Comply ❑Not Observable i[]Nbt Applicable 403.9.2 ... Timer switches on pool heaters and w ❑Complies [919]3 j pumps are present : ❑Does Not Comply 1 _ -]Not Observable } iE]Noi Applicable 403.9.3 Heated swimming pools have a cover. 1EIComplies ; [F120]3 Covers on p ° � pools heated over 90 F ❑Does Not Comply are insulated to R-12. ❑Not Observable `.: ❑Not Applicable 404.1 ;50%of lamps in permanent fixtures. ,, ❑Complies ; [FI6]1 :are high efficacy lamps. ❑Does NofComply ❑Not Observable n []Not Applicable ;. 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE . Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck Page 6.of 7 Plans Verified Field Verified 2009 1ECC Final Inspection Provisions Value Value Complies? Comments/Assumptions 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for mechanical [ Complies [FI18]3 :and water heating equipment have ❑Does Not Comply been provided. ❑Not Observable. ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE HOFFMAN RESIDENCE Report date: 07/22/13 Data filename: C:\Users\Fine Line Design\Documents\REScheck\HOFFMAN.rck Page 7 of 7 2009 IECC Energy �(jEfficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: �f. b�t ; a` Construction.Super)isur Ucensia:CS-005645 � pu BRIAN T DACEkI' 9 3 PO BOX 95 CENTE_RVILLE MA 02b32 w •- 04/19/201;4 Town of Barnstable o Regulatory Services 9$�aS& ThhomasF.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wTv-w-town.b arnstab le.ma.us Office: 508-862-403 8 Fax: 50.8-790-6230 Properly Owner Must Complete and Sign. This Section If Using ABuilder Owner of the subject property herby authorize _ 4L( to act on my behalf, in all matters relative to.-work authorized by this 15u ding permit application for: vz� Aean4i�21-. ..Hlll (Andress of Job) Sig e f Owner Date Print Name Q TORMS:OWNERPERMIS SIGN Foundatio n Certification in Barnstable, MA Prepared For Lot 104 N 75 . Pheasant Hill-:,` Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering 8c[ Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC.® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit .Meadows Homeowner's Association; lnc: ® 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.' 'I ® Deed Book 22249 Page 282 Phone (508),771-7502 Fax - (508)-771-7622 Job Number: 2005-214 Scale :, 1" 20' 08-05713 Do Q z Cb J 0 1C c,►: ��A�k LOT '104 v 11,087± S.F. 00, a _71 0:30f"Ac._ N n 62.5' k, v/ LU LCJ z mom. a O ■ IW � J �Q^10 1 19 \ \SfTeq�K .7j \ LOT105 \ � ��► 00 .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 Mq BAR.NSTABLE ZONING BOARD OF APPEAL No. 2005:-082 (DB:21059 Pg 158) IS,LOCATED IN RELATION TO Ss�cyG w PREIMETER MONUMENTS SHOWN 'PER EXHIBITIPA", (DB 21804 Pg 45) AND IS NOT LOCATED. WITHIN A SHANE M. SPECIAL FLOOD HAZARD AREA.. BRENN CC:R Cn > No.45917 THIS PLAN IS NOT TO B DED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ?, o �FGISTER�� i �S��NAL LAND S� REGISTERED PROFIfSSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT - 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 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. SMH #30 SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL INV OUT•59.99 c � CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 VEGETATED 120 DEEP WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED RAIN GARDEN (125 `� HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS C.F. STORAGE) ate'"'OP66.0 PROTECTION ACT REGULATIONS (310 CMR 10)." BOITDM-63.0 c� ` SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP ' MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES 1 , SEA Pc� x s gCK c k UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, 65.0 , ��CiNE ;� , /,0�' REGULATIONS (321 CMR 10) A j SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER ` 4 68.0 ' RECHARGE PROTECTION AREA .,OPEN SPACE s8. ¢' �N ss.2 ' PROVIDE (1) 6' DPPI�,, x 6' ai �� J ' C ` DEEP LEACHING BASIN t O r .\ W/ 1' STONE `� R v p �� ORtAaO O CONSTRUCTION NOTES: SURROUNDING (OR ` 0 VEGETATED 12" \`�\ \ ALTERNATE EQUIVALENT 68.0 68.25® �`CL►F�8 t ' LOT��B 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE DEEP RAIN �\ VOLUME OF 289 CF) Ob/ N STOP C� �� �' GARDEN (12S C.F. ONNECT ALL ROOF �f ?,qp C r SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS DATED STORAGE) DOWNSPOUTS TO W/, „� w 66. '�\ 6/25/07, SHILL HEREBY APPLY TO THIS SITE PLAN. TOP-64.0 ` 63.0 �INC BASIN yo c�' 2. ALL GRADING, DRAINAGE, BOTTOM-63.0 `, x , � �\ o �� CLE , AND UTILITY NOTES ON SHEET C-5 FROM 4 �► ^ S INV. CUT THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ss.1' i S kz -60.50 OUT S r y �' �, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 40 Se �4,� �ti , 3. SEWER BUILDING CONNECTIONS: � , 68.0 ` 8.2 �X, p'H �c� - MIN. COVER SHALL BE 3 FT. �� • l�, - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES r 32s9 S INV.- . AS REQUIRED BY BARNSTABLE DPW. 10, RD 3 6&25 / /,� - MINIMUM SEWER SERVICE CONNECTION SLOPE SHILL BE 2.t x. lk r �C / LOT 7 Cl) 4F/ LO 105 , '?oo ` c / LIV Cotult Meadows Subdivision CotultaBarnstable, Massachusetts PREPARED FOR COTUIT EQUITABLE HOUSING, LLC A 0" Box 95 \ r Centerville, MA 02632 ` LOT 6 nnE Site Plan Lot 104 ~ TS Pheasant Hill Circle S`�/ BAXTER NYE ENGINEERING & SURVEYING ,� y Registered Professional b4 / Engineers and Land Surveyors 78 North Street, 3rd Floor,Hyannis,MA 02601 INVHIN-j .19 Phone-(508) 771-7502 Fax-(508)771-7622 INV OUT 58.09 C-) , 20 0 20 40 r c SCALE IN FEET SCALE: 1" = 20' DATE: 07-19-13 `h REV. DATE. REMARKS 0 WcaLOT404 DRAWING NUMM .9gt L,E116 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214