Loading...
HomeMy WebLinkAbout0339 CHURCH STREET i� i SMEAD 01 No. 53LOR UPC 12543 smead.com (Made In USA 3 f� y io tprcc>ol 5- -For- 44 �34G--W �GtSG T i as f Lj _R ok "33� See ,�►�- ",� -5 ;r� a ! ° PM�O?WE�C�QL L` FOR M.' DATE TIMA _, MQJ OF 3 pL/ S fQNED 0FAX BILE d ;�ARE UI RNES' PHONE 7 YQURCALL: i AREA COO NUMBER EX ENSION MESSAGE SAL CAMETOIw 3 3�� 1NANTS�TO SIGNEDrLSEEYyOU. ' FORM 4003 i � i Barrows, Debi From: Florence, Brian Sent: Tuesday,January 02, 2018 11:13 AM To: Barrows, Debi Subject: FW: [ Probable SPAM ] Request#2018-0116 : New Request Received Hi Debi, Can you please process this request? Thank you, -Brian Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florence@town.barnstable.ma.us From: admin=barnstable.foiadirect.gov(�)townforms.com,[mailto:admin=barnstable.foiadirect.govC@townforms.com] On Behalf Of admin@barnstable.foiadirect.gov Sent: Tuesday, January 2, 2018 10:32 AM To: Florence, Brian Cc: Quirk, Ann Subject: [ Probable SPAM ] Request# 2018-0116 : New Request Received Barnstable, MA Public Record Request Number:2018-0116 Requester: Todd Everson Request Date: Tuesday, January 02, 2018 10:30:40 AM Response Due Date:Tuesday,January 16, 2018 Request Detail: Building Department records for three (3) properties. 1) 311 Church Street, West Barnstable. 2) 339 Church Street, West Barnstable. 3) 359 Church Street, West Barnstable. t Hi Brian Florence : We just-have received`a new Public Records Request. The request details are shown above. By design you are receiving this request first. Please evaluate and assign to the proper department and personnel in order to start working on the response. Please click the following link to arrive at your log in screen. https://www.townforms.com/FOIADirect-Barnstab]eMA/ 1 t rya � cn S�n 1n en 60.0 43 �R.6 v.J a N ys• s!' o"F oysrr Horhors `�' /ncorporah"d cent 4330 3 '+ z 54P Pia" (S 3 Subdivision of part of Lot 1 Shown on plan 15354A sh.12 Filed with Cert. of Title Ho.' 32' Registry District of Barnstaole f Seper ate certificates of title may be issued for land shown hereon es..../ols.:.5..40d...6......... ............. ........ By the Court. K4V...2I.195t aecoiobr. i . lJ F i i,'� „ � �� (�� -� . N ' � u ��. �� �5 _ �,y ;�, f� � IS -� v �� . . v �. , A, Citizen Web Request Page 1 of 3 THE .r •. �,�-�� .! Nt �•Op•" 1�39 �Qa�' i7 �� x� ..� ti Logged InAs: Citizen Request Management Wednesday,September 13 2017 TOWN\sheas Route to Users Search Requests Create Requests Reports Request Information Request ID: 57917 Created: 12/12/2016 1:16:38 PM Status: Closed Assigned To: Mckechnie, RobertBuildingDept Anonymous: No Request Category: Work with out permit Routine work: No Estimate: No Date scheduled: Estimated 12/28/2016 Change Estimated Nov December 2016 Jan Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat 27 28 29 130 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 120 21 22123124 25 26 27 28 29130131 1 2 3 4 5 6 7 Created By: Shea, Sally Priority: Medium BuildingDept Citation Numbers: Requestor Information Requestor andrew barr Request DETAILS: 339 CHURCH STREET LOCATION: 390 PLUM STREET West West Barnstable, Ma 02668 Barnstable Ma 02668 508-243-4891 Request Parcel Number Map: 196 Block: 017 Lot: 000 Written complaint states: Water problem was created when house at 339 church St. was built.Town knows about Parcel Lookup this(3 years)Town should not pay to correct this...Owner should Email: http://issgl2/lntemalWRS/WRequest.aspx?ID=57917 9/13/2017 Citizen Web Request Page 2 of 3 Track Request Progress Request Work History: •Internal Note History: Entered on 12/13/2016 9:08:37 AM System entry on 12/12/2016 1:16:38 PM: by Mckechnie, Robert Related Request 57916 Original investigation September 2011. Complaint was sent to Roger Parsons at Highway System entry on 12/12/2016 1:16:38 PM: Dept. at that time.The condition does still exist. I will email The Highway Department again. Assigned to Mckechnie, Robert Entered on 12/13/2016 9:08:37 AM by Mckechnie, Robert This complaint is ongoing.There is water on the road that puddles. Investigation of this. complaint has concluded that it was not caused or created by the construction of the house at 339 Church Street.Original complaint was 09/28/2011 and forwarded to Roger Parsons, highway. System entry on 12/13/2016 9:08:37 AM: Request Closed by mckechnr Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) fir, v Spell;Check SpeII Check,. •Add document or image link: Browse Zx. * You can also type in a folder name to see everything in the folder Current Links: Time worked on request:F0725--1 Response time: 20.00 *Time entries are in hours. Examples of time entries: 1.25, 0.5, 0.75, 1, 3.5, 0.25, 0.10 * Response time: Measured from the creation date to your first actions on the request. * Do not include nights, weekends,and holidays in response time for most departments. O Reopen O Reopen and notify citizen http://issgl2/IntemalWRS/WRequest.aspx?ID=57917 9/13/2017 Citizen Web Request Page 3 of 3 *;Reopenr7 Public Use: Printer Friendly Version Internal Use: Printer Friendly Version http://issgl2/lntemaIWRS/WRequest.aspx?ID=57917 9/13/2017 1 Citizen Web Request Page 1 of 2 ") � BARh'STACCI.F• .'. . y MAS&, �p IG3F. �0'4 r i tzgged TOWN\ cke Citizen Request Management Tuesday,December 13zo16 TOWN\mckechnr Route to Users Search Requests Create Requests Changes saved Request Information Request ID: 57917 Created: 12/12/2016 1:16:38 PM Status: Closed Assigned To: Mckechnie,Robert BuildingDept Anonymous: No Request Category: Work With out permit Routine work: No Estimate: No Date scheduled: Estimated 12/28/2016 Change Estimated Nov December 2016 ]an Completion Completion Date: Date: Sun Mon Tuel Wed Thu Fri Sat 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 .617 Created By: Shea,Sally Priority: Medium BuildingDept Citation Numbers: Requestor Information Requestor andrew barr Request DETAILS: 339 CHURCH LOCATION: 390 PLUM STREET STREET West Barnstable,Ma 02668 West Barnstable Ma 02668 508-243-4891 --- -- Map: 196.......................................................................... Block: 017......................e........_....................................._. Lot: 00 Request Parcel 0 Written complaint states: Number s Water problem was created when house at 339 church St. Parcel Lookup was built.Town knows about this(3 years)Town should not pay to correct this...Owner should Email: Track Request Progress Request Work History: Intemal Note History: Entered on 12/13/2016 9:08:37 AM by Mckechnie,Robert http://issgl2/IntemalWRS/VVRequest.aspx?ID=57917 12/13/2016 ,Citizen Web Request Page 2 of 2 System entry on 12/12/2016 1:16:38 PM: Original investigation September 2011. Complaint was sent to Roger Parsons at Highway Related Request 57916 Dept.at that time.The condition does still exist.I will email The Highway Department again. System entry on 12/12/2016 1:16:38 PM: Assigned to Mckechnie,Robert Entered on 12/13/2016 9:08:37 AM by Mckechnie,Robert This complaint is ongoing.There is water on the road that puddles.Investigation of this complaint has concluded that it was not caused or created by the construction of the house at 339 Church Street.Original complaint was 09/28/2011 and forwarded to Roger Parsons,highway. System entry on 12/13/2016 9:08:37 AM: Request Closed by mckechnr Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) • nl i ........................................................................_..................................................... Spell Check Spell Check Add document or Image link: Browse... *You can also type in a folder name to see everything in the folder Current Links: Time worked on request: 0.25 Response time: 20.00 •Time entries are in hours.Examples of time entries: 1.25,0.5,0.75,1,3.5,0.25,0.10 *Response time: Measured from the creation date to your first actions on the request. *Do not include nights,weekends,and holidays in response time for most departments. O Reopen O Reopen and notify citizen Reopen Public Use: Printer Friendly Version Internal Use: Printer Friendly Version http://issgl2/IntemaIWRS/WRequest.aspx?ID=57917 12/13/2016 PROJECT ADDRESS: 6' cix- PERMIT# PERMIT DATE: M/P: 1 -O/ LARGE ROLLED PLANS ARE IN: BOX SLOT- Data entered in MAPS program on: (ep BY: n/wnfi les/archive Citizen Web Request Page 1 of 1 CF.iNL T + BA&\SIA + . moo:`�e� Citizen Request Management Request ID: 57917 Created: 12/12/2016 1:16:38 PM Status: Closed Assigned To: Mckechnie, Robert BuildingDept Anonymous: No Category: Work with out permit E.C. Date: 12/28/2016 Created By: Shea, Sally Citations: BuildingDept Time Worked: 0.25 Response Time: 20.00 Request Location: 390 PLUM STREET West Barnstable, Ma 02668 Parcel Number: Map: 196 Block: 017 Lot: 000 Request: Written complaint states: Water problem was created when house at 339 church St. was built.Town knows about this(3 years)Town should not pay to correct this... Owner should Request Work History: Entered on 12/13/2016 9:08:37 AM Original investigation September 2011. Complaint was sent to Roger Parsons at Highway Dept. at that time. The condition does still exist. I will email The Highway Department again. http://issgl2/IntemalWRS/WRequestPrintPub.aspx?ID=57917 12/8/2017 Mckechnie, Robert From: Parsons, Roger Sent: Wednesday, September 28, 2011 6:37 AM To: Mckechnie, Robert Cc: Perry Sr, Michael Subject: RE: Water on Church Street, West Barnstable Good Morning Bob-thank you -1 did notice the puddle as the house/drive was going up- I will have Highway Division look at the situation first-and then continue to seek a solution via Engineering - have a good day! Roger -----Original Message----- From: Mckechnie, Robert Sent: Tuesday,September 27, 2011 4:35 PM To: Parsons, Roger Subject: Water on Church Street,West Barnstable Hi, I am not sure if I am sending this to the correct person. Our office has received several complaints about standing water(big puddle) on the road surface in front of#339 Church Street in West Barnstable. This is a new house that was built in the last 2 or 3 years. The complainant seems to think the new house has caused the problem because he says it never happened before this house was built. I never paid attention to this area before the site was worked on. Please let me know if I should contact another person or call if you would like to discuss. Thanks, Bob McKechnie Local Inspector Town of Barnstable Building Department i 1 t"E' ti o� Town of Barnstable Building Department - 200 Main Street �r BAMSTABLE, # Hyannis, MA 02601 9 MASS 1639. , (508) 862-4038 CFO MA'S A Certificate of Occupancy Application Number: 201000015 CO Number: 20110081 Parcel ID: 153010 CO Issue Date: 06/10111 Location: 339 CHURCH STREET Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: WEST BARNSTABLE Gen Contractor: CROVO, LAWRENCE E. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: f �I 4 t-o t, Building Department Signature Date Signed r � M Rc34, ` SG7 SIR T. J Res ooO E'' Sys lecr To D�F�N7r�oN . W � W Q Np o � 0 ° ?� o. el s7E•.. N64�o:oa•.� atc APPROVAL NOT REQUIRED UNDER E�rvg4 THE SUSDIVVION CONTROL LAW. '00 BARNSTABLE TOMA OF BARNSTABLE FrISTRY OF DEEDS ^PLANNING BOARD 4kR L81965 !e/ z ! � �J CATS y� I 1LH.Q,M —M ta..c+:w�QJG�Z PLAN. OF LAND IN ,a•j u%\4. VYESr BARNSTASLE: 445rABLE,'MASS. o . J'v ....NELSON Rt�1-tit0 , �•� 6EARSE o LAW ::`; EowARD A. PPADA, ET.Ux. SCAL +11►+•dOFt C7e' c. 1, 19ro4. �srEa� E e N ���' =`'` NwsoNBrAasE:•R�tw+r+oL�w,SuayaYoas Sulu Cer�reavl��Es; MASS, 6831 _ C • s J. . �y t Legend _. __ _ -.�� -; Parcels ..___ �_� Town Boundary #260 Q l Railroad Tracks % Buildings 1/ 2- Painted Lines #302 % %% �+ Parking Lots #O ! #© �''•Paved 324 ( #410 I Unpaved Driveways � 0 Paved 4 / `.';Unpaved f Roads 0 Paved Road _y' } ,: Unpaved Road _l' •:1� J ®Bridge L'•:.:-�� ■ Paved Median . Streams Marsh #285 Water Bodies -41 #311 #0 ! 42 VIPr #263/ ;rJ #30 = vile:-.=: .; #238 •' vJT• ' w10. U �• �, -J Al 1268, Map printed on: 9/1/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26oi O 16 J 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 16.7 feet cartographic errors or omissions. gis@town.barnstable.ma.us a3y69 / n3 0 BIKE TOWN OF BARNSTABLE Buildin. g Application Ref: 201000015 BARNSTABLE, Issue Date: 02/18/10 P till MASS. �Ar1 6g9. Applicant: CROVO,LAWRENCE E. Permit Number: B 20100263 Proposed Use: DEVELOPABLE LAND Expiration Date: 08/18/10 Location 339 CHURCH STREET Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 153010 Permit Fee$ 561.00 Contractor CROVO,LAWRENCE E. Village WEST BARNSTABLE App Fee$ 100.00 License Num 27018 Est Construction Cost$ 110,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW HOUSE MOVED FROM 434 EEL RIVER RD,NEW FOUNDATION, THIS CARD MUST BE KEPT POSTED UNTIL FINAL ADD 2ND FL,NEW MAST BED/BATH, LOFT AND BONUS OVER GARAGEvSPECTION HAS BEEN MADE. •WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PRADA, FRANCIS R 8L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 37 COTTAGE DR INSPECTION HAS BEEN MADE. W YARMOUTH, MA 02673 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.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). P � A BUILDING I-NISPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTTII)ON APPROVALS 1 2 2 �� b� ��9J 2 t 3 1 Heating Inspection Approvals Engineering Dept P-4iQ3 Fire Dep 2--F l -a j Q g 5 o d of ealth (el 9 1 tt (b 0 10 S•' .�.: .. r. -.•�ti -.�- ••..-... .� .. rs•... ".'+.�v 1.-7r'tl.Ct•'�r �]--:.t• .y ter. .� ..r-�' n�1 k:r.x. e . G.,ti- -;. 5 � `oFTNE 1°wti Town of Barnstable BARNSTABLE.+• Regulatory Services MASS gyp'° � Building Division lE0 MPS A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ,. ? �s Inspection Correction Notice Type of Inspection Location 3. Cr .0 jf� ec-ff_ Permit Number 2 i D 0 0 0( Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: C E /"V C— Pog �- /cis F 0— A A Please call: '508-862-46-3.8-ffor(ree-inspection. Inspected by Date �� Z/I b 5 J l,�j+ TOWN OF BARNSTABLE UILDING PERMIT APPLICATION P G Map Parcel � )�' Application # D��00 Health Division ZO f0,��O/D _ Date Issued Conservation vision Application Fee Planning Dept. CT4 Permit Fee Date Definitive Plan roved by Planning Board Historic - OK A-f Preservation/ Hyannis � a Project Street Address (,kvcc- i . Village ' 0 \S Owner o [ Address 'ss`l Cyrcl Telephone S"� 100 s 117 ;vez—' Permit Request �( CAW S{ �,,�,�. ��+emsd-ryt�I— a� a.�ao� t•7l�-.'e.�t �,,e,�i�►; iw c -yL e, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 4..�T A Flood Plain AA Groundwater Overlay AJa Project Valuation Yk 6'000 Construction Type Lot Size 1-.OS- 4c4--r.� q'%X0 Grandfathered: ❑Yes Q No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes I No On Old King's Highway: ❑Yes No Basement Type: kFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / Number of Baths: Full: existing_ new Z, Half: existing J new_ Number of Bedrooms: Z existing Z new Total Room Count (not including baths): existing ea new First Floor Room Count CP Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central-Air: ❑Yes No Fireplaces: Existing New V/ Existing wood/coal stove: ❑Yes rM No Detached garage: 0 existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: �p i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ I ; Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use �"`'' " = _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - `� — — - Telephone Number T J Address License #__ ( 4iry:11L All 0246_ Home Improvement Contractor# MO �15� i Worker's Compensation # t010 ALL CONSTRUCTION D IS RESULTINGFROM THIS PROJECT WILL BE TAKEN TO fSIGNATUR6 / DATE lZ/3I' Zc�x __ �/� V(t Jg FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. _ �w ADDRESS VILLAGE OWNER.- DATE OF INSPECTION: FOUNDATION dl Aleje� °� 3116 to RM CA, FRAME 9 !3 lc ftwe �d GtSt INSULATION Ales p H Z. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING D - DATE CLOSED OUT ASSOC IATION,PLAN NO. DUNHILL d� ,tr�rv�e�, tau • 776 Main Street Osterville, MA 02655 Town of Barnstable Building Department: We are writing this letter to inform you that we no longer are moving a house to 3,94 Church-St in West Barnstable; The owner has decided to start from scratch, and construct the same home that has already been approved by historical committee and the building department. The home will be built identically to the plans that Kaye been25CO created by E.R.T. or Eric Tolley. I wouldn't think that this would pose any;problem, since the approvals have already been given. s d ° Charles Crovo (508) 274-5501 i tel: 508 420-9222 • fax: 508 428-0453 • www.dunnhillrealestate.com DUNHI L axe �v�es , Um 776 Main Street L q r> OSterville,MA 02655 Town of Barnstable Building Department: rt.. rn I am writing this to inform your department that we originally were contracted to move a house to 339 Church Street. However plans have changed and we are now framing the house from scratch. The original project cost was $110,000, and our new contract cost is$200,000. The check enclosed with this letter will make up the difference for the permit cost. 4Si el , C e vo I tel: 508 420-9222 • fax: 508 428-0453 • www.dunnhillrealestate.com ERTARCHITECTS, INC. ARCHITECTS • INTERIOR DESIGNERS • BUILDERS PO BOX 343 947 MAIN STREET,UNIT 8 YARMOUTHPORT,MA 02675 TEL 508.362.8883 WWW.ERTARCHITECTS.COM 06.18.10 Mr.Tom Perry,Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: 339 Church Street Barnstable,MA Mr. Perry, I have been informed by the General Contractor for the above referenced project, that your department has requested that this office confirm that the proposed structure is designed in accordance with the American Forest and Paper Association (AF&PA) Wood Framed Construction Manual for One & Two Family Dwellings (WFCM) and its related Massachusetts Checklist for Compliance; it is not nor is it required to be. Under Section 5301.2.1.1 Design Criteria, there are 5 criterions for designing within a 110 mph wind zone, only one of which must be met. Your requiring that the checklist be submitted in support of a building permit application would assume that the structure was designed under option number one which makes reference to the Wood Framed Construction Manual. This particular structure was design by a licensed professional architect and engineered by a licensed professional structural engineer under option number three; Minimum Design Loads for Buildings and Other Structures (ASCE-7), and therefore is in compliance with the seventh edition of the Massachusetts Sate Building Code. Please feel free to contact me should you have any questions. Respectfully, �s` DAR �9 RT Eoyirc Q W No.110 0 -4 :( YARMOUTH PORT, MASS. CO Eri o e Tolley, ED RB Architect/Principal ��TH OF MPS ERT Architect,Inc. cc. Mr. Charles Crovo, General Contractor 1 co ii (fl U V �� �' -i • : Swamon Structural, Inc. Paul W.Swanson,P.E. • Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PaUI(aSWanSOKStYUC1UYa[com --- 4v q ayo- �_. LAO _AScE_(_?_ -r`_�ItiEr or+ 2�;n✓I po ,,Z I I II ; —�-- liv'INA 12/_Lr�SS�A.EiS t ' .51 (__P'i o o!_L_J_wv�s •�111/�i41 AJ � lo X Z,I..(vr ---tom 4--g�-- tii---- 21.5�_ 5l1r�b sa �1269 I I I I , SIIa�' , I ( • -r---I--�•}-:—¢/8-3p��--G;"av-r�— J-g,'i3-sc 8'�--I-�S#' ;—!(%•9��-5-IMPs�oN -�s-1-6�,'s_1lx�=P_s ' 1 Z. I ; 1 I !lw;�s�' B, @6 o11!.c,_y�,.vk�l�;�i4 i � j i ! I i i i ! i � � , • -�1 y400%t �XI t,n arG, c oni_;,s TA j,c - A ----1- -f - __ 779 --I �— I i ' Il 411_.# T_ ? b fI I 12�.(� 717 'L F-1_ L OL✓ ri- _..1.,�_?��Gv;91L G✓-I��♦ 10. .��.INGaS t— I I ' �1_ ( i i I Iu`—yNo: 35�3a ._._..�_l��___1=._yl/_ S�w�1t�---��-7-1�oj "��61 ;_—� I I - -�� ..�t I I ! I j ( -I o'�s. �" rrp,,(,d'�`�• I ; ! 1 SxZ I _0�!(,G�� `'� 39031 �o- ff Job Name_ CIO V.It a Ge Job Number 2 l Location ✓ 3/ (,n,cA- J 7. B G i M 5 T'� a t,� /►��'�^e q /�7� L Sheet � of —Client- -1 ib-r—/�Y'C�✓1By-.- WS _ _.__ _ .Date- d L Swanson .Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul(n(a»SwansonStructu►al coo: /V1►.4j�A/��0v_SE O_n2_�c�fs4 v�s •i� 1�L i I 1 ! I i I , sf—"._ �_� 45 -- f 13 4 l t f ' 1 --_ i _4_ ` P- �r i I ! 450 65-;­a-J 42: - 7�0` { ' Zoo ? �{ iL _i.—ld_Z y i7_tf f __ 73 T•V I 1—_._i._— .. `-- 7 - S�L_- II t '�,• f I ( , 1 I 7_'^"�— 1 , ---7—_�_._.,.T_—j__._`.._ i --1._.__J_...._4....1. ._... ..... ._ 15( i i , I i 1 ` _ to. 35734 13. , Job Name Job Number 2 (� Location Sheet 2 of -._Client. _. _—��___ _ —_BY—��/(/1'_ ._._.Date`�2---/4 .D9 ._... f Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauhgYwansonStructural can ---4 RAGE � l �r-w_o,2) w,+-i.►.sI: I I � ' � � _i 1 I � i x �sr4RACiE Doo9.S562 T ;w -�---62xi —f-1—� _� hFE,q_✓;y_ i - --� lI1-Z-1 I ! j Da!N't vse i C-v�'YL4G-�E � Nod✓- D�o�21 w,a,L..S - Z6' I wI' 2�2-lam"�o l'nn -1_ 2/ i ice! � � � . SX- 575* ? • !/SE pDU,Z. I _ �QES�Giv�/i 5 i OPc�✓ Sc�Lt-loN ^ ? f I � � !---�_ _ i _. !-- ..� ' 1 j I I ov"T— I I ! ; CvIMro►o�J /ciai.� ___w.l 71" ILOT, o,!� _ �4ss_ '_,.�•. fig,_._.i�_-+____�—' � �- jL ! ( 7 ii �t ono --�� —T--;/L-�a s Z--�ff�114— --j-- - +�� a-�a.�, 35334 ci Job Name 2 Job Number Location Sheet 3 of -Client-. ------- --- _ . . -- -.... ._ -.. -- �(/!/ _ -oat gy.. ,.5---- -_._. . e— i , sg' HPH NORRO• WWRLL BROCIN.G METHOD FRNW TIPS The APA-Narrow Wall Bracing Method is a simple, site-built solution that allows builders to construct segments as narrow as 16 inches next to window and door openings. Be sure to check for these'essential details when constructing the APA Narrow Wall Bracing Method around garage openings. For complete information on the APA Narrow'Wall Bracing method and its applications in locations other than the garage,please see APA publication Narrow,Walls That Work Form D420. k G: Wall K sheathing n o °i must extend up over header y ° ... . i ° t 4" w UR ° M °NI Nail schedule ` " M 8d common s EXTERIOR at 3"O.C. VIEW OF PiT GARAGE OPENING Wall sheathing .�. must extend up over Q Q k o0 header a l Sheathing o o a o joint at approx. r 'Nail schedule o 0 0 0 mid height 8d z on at 3"oo.c. o k o 0 0 0 5 APA 9 THE ENGINEERED WOOD ASSOCIATION 3 3 Nail top plate Extend header to king stud 0 to header a with two rows of 16d nails at 3"o.c. m o o d N O a Q lQ - w s a INTERIOR VIEW OF z GARAGE OPENING orH L - o Install u �� 0 1000-lb strap m M5TA IS Y 2 anchor bolts with - -- min. 2"x 2"x 3/16' plate washers o Nail corner studs together o z 2 rows of 1 0 6d at 24"o.c. m Stud optional to o support interior finish o - � Gypsum t optional 0 8d at s'rt 6"O.C. Xv X, o _L X 1.• n jr, < 8d at 3"o.c. i r (PLAN VIEW OF CORNER DETAIL) w c� < We have field representatives in many major U.S.cities and in Canada who DISCLAIMER can help answer questions involving APA trademarked products.For additional The information contained herein is based on APA— The Engineered Wood O assistance in specifying engineered wood products,contact us: Association's continuing programs of laboratory testing,product research, and ucomprehensive field experience. Neither APA, nor its members make any war- 0 APA— THE ENGINEERED WOOD ASSOCIATION ranty,expressed or implied,or assume any legal liability or responsibility for the HEADQUARTERS use,application of,and/or reference to opinions, findings,conclusions,or rec- 0 7011 So.19th St.•Tacoma,Washington 98466 ommendations included in this publication. Consult your local jurisdiction or (253)565-6600•Fax:(253)565-7265 design professional to assure compliance with code, construction, and perfor- mance requirements. Bemuse APA has no control over quality of workmanship 0 or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. W _Z Z PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@apowood.org APA Form THE ENGINEERED J 9 Issued January ary 206 006/0010 WOOD ASSOCIATION o t Main Wind Force Resisting System—Method 1 h S 60 ft. :ll Figure 6-2 Design Wind Pressures yr, Enclosed Buildings waUS & Roofs F O a:.... . :�. Reference\ \� Comer Transverse n d� u Reverence i•. %�r cam Longifudinal - Notes: I. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1 m),for 1=1.0. Adjust to other Eft exposures and heights with adjustment factor X. , 2. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. See Figure 3. For the design of the longitudinal M WFRS use B=0°,and locate the zone E/F,G/H boundaryat the mid-fen-length of the building. 4. Load cases I and 2 must be checked for 25°<B<—45°. Load case 2 at 25°is provided only for interpolation between 250 to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. 6. For roof slopes other than those shown,linear interpolation is permitted. . 7. The total horizontal load shall not be less than that determined by assuming gPs=OinzonesB&D. 8. The zone pressures represent the following: { �.. Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of: . A- End zone of wall C- Interior zone of wall fi* B- End zone of roof D- Interior zone of roof Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: E- End zone of windward roof G- Interior zone of windward roof � F- End zone of leeward roof H- Interior zone of leeward roof � 1 9• Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. a 'r` 10. Notation: ]J' a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension "It!`" or 3 ft(0.9 m). h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. 0: Angle of plane of roof from horizontal,in degrees. Mini mum Design Loads for Buildings and Other Structures 41 = 9 - A I _ _ i Main Wind Force Resisting System-Method 1 h 5 60 ft. Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , PS30 (psf) (Exposure 8 at h=30 ft. with 1= 1.0) y Zones Basic Wind Roof U Horizontal Pressures Vertical Pressures Overhangs Speed Angle Ca (mph) (degrees) 0 A B C D E F G H EoH GoH 0 to 5° 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3. -15.1 85 20° 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 2 - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5° 1 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 .10.1 .10.7 -7.7 -21.6 -16.9 90 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 -2.7 -5.3 -0.7 3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 - 15° 1 19.9 -6.6 13.3 -3.8 -19.1 -12.4 -13.3 -9.5 -26.7 -20.9 100 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 -3.4 -6.6 -0.9 -4.2 - 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -6.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 -4.1 -7.9 -1.1 -5.1 o 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° 1 22.8 11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10° 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15° 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 120 20° 1 31.6 -8.3 21.1 4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 723.7 -20.2 2 4.8 -9.4 1 -1.3 -6.0 - 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 0 to 5 1 26.8 13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -4 .1 -35.3 10° 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 45.1 -35.3 15° 1 33.7 -11.2' 22.4 -6.4 -32.2 -21.0 -22.4 -16.1 45.1 -35.3 130 20° 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25° 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 -_a3O 2 - -5.7 -11.1 -1.5' -7.1 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 `7�9 42 t�(aS �Ilklob ASCE7-02�' LATERAL.FORCE-RESISTI NP.SYSTEMS vs2 = Nominal unit shear capacity for side 2,lbs./ft. 4.3.3.3 Stemming Shear Wall Lines: The nominal (from Column A Table 4.3) shear capacity for shear walls in a line utilizing shear walls sheathed with the same construction and materials, shall vs, = Combined nominal unit shear capacity of two- be permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the With dissimilar materials on the same side of the wall are sum of the shear wall segment lengths, 7-Li, and the ap- not cumulative. For shear walls sheathed with dissimilar propriate shear capacity adjustment factor,Co,from Table materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, vsc or vW�, shall be either two times the smaller nominal unit shear capacity or the larger nominal unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- nal unit shear capacity vW,c,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. Table 4.3.3.4 Shear Capacity Adjustment Factor, Co WALL HEIGHT, h MAXIMUM OPENING HEIGHT' h/3 h/2 2h/3 Sh/6 h 8'Wall 2'-8" 4'-0" 54" 6'-8" 8'-0" 10'W a I I 3'-4" 5'-0" 6'-8" 8'4" 10'-0" Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 ` 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1.00 1.00 1.00 The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. 2 The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. 1 Sq AMERICAN WOOD COUNCIL •�,�.�' .fir ��' Table 4.3A Nominal Unit Shear Values for Wood-Frame Shear Wallsa,c { Wood-based Sheathing Minimum Minimum A BSEISMIC WIND Nominal Fastener Panel Edge Fastener Spacing inches Panel Edge Fastener Spacing inches Sheathing Material Panel Penetration In Fastener 6 e&Size 4 3 2 Thickness Framing6 4 3 2 Type v_s G_a v_s G_a v_s G_a v_s G_a v_w v_w v_w v_w (inches) (inches) I ki s/in 1 ki s/(n I ki sfin I kl sfin I I I I Nail(common or galvanized box) 1 Wood Structural l I° 3/8 5/16 1--1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels-Structura I b 3/8 8d 460 19.0 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 1 7/16b 510 16.0 790 21.0 1010 27,0 1340 40.0 715 1105 1415 1875 15/32 560 14.0 860 18.0 1100 24.0 1460 37.0 785 1205 1540 2045 15/ 1-1/2 10d 680 22.0 1020 29.0 1330 36.0 1740 50.0 950 1430 1860 2435 3/8 80/16 16 1-1/4 .6d 360 13.0 540 18.0 700 24.0 900 37.0 505 755 9 1260 3 400 11.0 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 Wood Structural 3/8b 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 D' Panels-Sheathing° 7/16b 1-3/8 8d 480 15.0 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 T 15/32 520 13.0 760 19.0 980 25.0 1280 39.0 730 .1065 1370 1790 X. 15/32 1-1/2 10d 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 Cn M 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 fN% Nail(galvanized casing) v Plywood Siding 5/16 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 M 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 1672 868 1148 I cn Nail(common or tnl Particleboard galvanized box) Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 1505 645 1 840 (M-S"Exterior Glue" 318 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 1 880 z and M-2"Exterior 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 j 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 i 770 7 1010 1290 5/8 Nail(common or 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 'I galvanized roofing) 8d common or 11 ga.galy. Fiberboard Sheathing 1/2 roofing nail(0.120"x 1 1/2" 340 4.0 460 5.0 520 5.5 .475 645 730 Structural long x 7/16"head) 8d common or 11 ga.galy. I 25/32 roofing nail(0.120"x 1 3/4^ 360 4.0 480 5.0 540 5.5 505 i 670 755 long x 7116"head) I f a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailini provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are appl ed with long dimension across studs. �p c. For framing grades other than Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear lapacities shall be determined by multiplying the tabulated nominal unit shear capacit),by the Specific Gravity Adjustment Factor=[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the NbS. The Specific Gravity Adjustment Factor shall not be greater than 1. d. Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear vlalls constructed with OSB panels. When plywood panels are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement. 1 d f oD.9 SW3I,SAS DNIJLSIS38-3380-4 `1VU31VI r Prada Residence by Weyerhaeuser 9 1/2" TJI® 230 @ 16" O/C TJ-Beam®6.35 Serial Number: User:2 6/17/2010 11:34:30 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED F__ ___1 b t6' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 320/160/0/480 A3: Rim Board 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board@ 2 Stud wall 3.50" 2.25" 320/160/0/480 A3: Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -See iLevel@ Specifier's/Builder's Guide for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 468 -463 1330 Passed(35%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 468 468 1183 Passed(40%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1821 1821 3330 Passed(55%) MID Span 1 under Floor loading Live Load Defl(in) 0.237 0.390 Passed(U789) MID Span 1 under Floor loading Total Load Defl(in) 0.356 0.779 Passed(U526) MID Span 1 under Floor loading TJPro 34 30 Passed Span -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.45 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Church Street Erik Tolley N� ARCh/T West Barnstable — 1 �t f ERT Architects e4© Pp9AT�*C 947 Main St. - Suite 8 t EU >\1p,10730 { Yarmouthport,MA 02675 YARM01 pGr2f, wI {}'� e e f,.=s Phone:508-362-8883 ®89 �Z)f erik@ertarchitects.com }�iS lL7r C 1 F�1 TH Copyright ° 2009 by iLevel°, Federal way, WA. �'"•�s"I r:;y+ � �i 0 TJI° and TJ-Beam° are registered trademarks of iLevel°. 4! e-I Joist'",Pro' and TJ-Pro' are trademarks of iLevel°. S ` Prada Residence by Weyerhaeuser 9 1/2" TJI® 230 @ 16" O/C TJ-Bean&6.35 Serial Number: user:2 6/17/2010 11:34:30 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: first floor joist max span PROJECT INFORMATION: OPERATOR INFORMATION: Church Street Erik Tolley West Barnstable ERT Architects 947 Main St. Suite 8 Yarmouthport,MA 02675 Phone:508-362-8883 erik@ertarchitects.com Copyright G 2009 by iLevel°, Federal way, WA. TJI° and TJ-Beam" are registered trademarks of iLevel°. e-I Joist",Pro" and TJ-Pro" are trademarks of iLevel°. r � 1 Prada Residence by Weyerhaeuser 9 1/2" TJI@ 230 @ 16" O/C TJ-Beam 6.35 Serial Number: user 2 6/17/201011:34:31 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 7.00" Max. Vertical Reaction Total (lbs) 480 480 Max. Vertical Reaction Live (lbs) 320 320 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 58 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 154 -154 Max Shear at Support (lbs) 156 -156 Member Reaction (lbs) 156 156 Support Reaction (lbs) 160 160 Moment (Ft-Lbs) 607 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 463 -463 Max Shear at Support (lbs) 468 -468 Member Reaction (lbs) 468 468 Support Reaction (lbs) 480 480 Moment (Ft-Lbs) 1821 Live Deflection (in) 0.237 Total Deflection (in) 0.356 I PROJECT INFORMATION: OPERATOR INFORMATION: Church Street Erik Tolley West Barnstable ERT Architects 947 Main St. Suite 8 Yarmouthport, MA 02675 Phone:508-362-8883 erik@ertarchitects.com Copyright ° 2009 by iLevel°, Federal Way, WA. TJI° and TJ-Beam° are registered trademarks of iLevel©. e-I Joi st",PLo' and TJ-Pro" are trademarks of iLevelO. The Commonwealth of Massachusetts Department of Industrial Accidents klip- Office of Investigations 600 Washington Street Boston, MA 02111 . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: JAr . Oj 62_C5T Phone #: �0 G - ZZ Are you an employer? Check the appropriat Type of project(required): I am a general contractor and I 1.El I am a employer with employees(full and/or part-time).* ave hired the sub-contractors 6. construction 2.ElI am a sole proprietor or partner- listed on the attached sheet. 7.Ifemw odeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no 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 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: /V14 '41'"� l l ► .,'fe Policy#or Self-ins.Lic.#: �V / 41 Ls- ( Expiration Date: 2- Job Site Address:,:� � J r� &kfV_V*01J/Pi4/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of t e D for insurance coverage verification. I do hereby c ins and pen ies of perjury that the information provided above is true and correct. Si mature: Date: f c> Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: •S®SSE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 01 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 01 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1___10 12 16-06-Do BO B1 DL 839 Ibs DL 839 Ibs SL 1,485 Ibs SL 1,485 Ibs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf.Area(psf) Left 00-00-00 16-06-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,587 ft-Ibs 39.2% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,036 Ibs 22.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U412(0.481") 43.7% 3 1 output as evidence of suitability for Live Load Defl. U644(0.307") 37.2% 3 1 particular application.Output here based 0.481" 48.1% 3 1 on building code-accepted design Max Defl. Span/Depth 0.48 1% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide Hanger Load n/a 2,324 Ibs Unspecified n/a Hanger (8 ask questions,please call BO Han 9 P 9 (800)232-0788 before installation. B1 Hanger Load n/a 2,324 Ibs Unspecified n/a Hanger BC CALCO,BC FRAMER®,AJST"', ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMTM SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram % OF cv P� AUL W. %r,"k SWAI S k r UCTU AL �1 N 35334 a \s r� a minimum=2" c=7-7/8" b minimum=3" d= 12" /,4 (79 Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 noiSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 12/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 02 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1-112 12 12-00-00 BO,3-1/2" B1,3-1/2" DL 828 Ibs DL 962 Ibs SL 1,048 Ibs SL 1,397 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf.Area(psf) Left 00-00-00 12-00-00 21 30 01-04-00 2 Beam 01 at bearing BO Conc. Pt. (Ibs) Left 08-00-00 08-00-00 839 1,485 n/a 3 Dormer Unf.Area(psf) Left 00-00-00 08-00-00 28 30 02-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,236 ft-Ibs 51.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear -2,270 Ibs 31.3% 115% 3 1 -Right be verged by anyone who would rely on Total Load Defl. U278 (0.706") 64.8% 3 1 output as evidence of suitability for Live Load Defl. U473 (0.415") 50.7% 3 1 particular application.Output here based Max Defl. 0.706" 70.6% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 14.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %,Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1,876 Ibs 36.0% 20.4% S p (8 Spruce-Pine-Fir (8 ask questions,please call 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2,359 Ibs 45.3% 25.7% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS- Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCIO, Plumb Cut with Hanger to dbl.top plate 12/12 13-3/8" 12-00-00 17-09-02 BOISE GLULAM S SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSASTRAND@,VERSA-STUD@ are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram a b r—d 160 a • • • �,4 OF 1,� 1 T tirl�� �r .' ,into] pAUI W. aa^;•'aa qAL 35334 a minimum=2" c= 5-1/2" b minimum=3" d= 12" _ a Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 •Boisw Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 03 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 03 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 12 4 s 2 26-00-00 BO,3-1/2" B1,3-1/2" DL 3,111 Ibs DL 3,111 Ibs SL 5,312 Ibs SL 5,312 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf.Area (psf) Left 00-00-00 26-00-00 15 30 09-00-00 2 Add'I roof Unf. Area(psf) Left 00-00-00 04-06-00 15 30 03-00-00 3 Add'I roof Unf.Area(psf) Right 00-00-00 04-06-00 15 30 03-00-00 4 Beam 02 at bearing B1 Conc. Pt. (Ibs) Left 04-06-00 04-06-00 846 1,397 n/a 5 Beam 02 at bearing B1 Conc. Pt. (Ibs) Right 04-06-00 04-06-00 846 1,397 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 45,766 ft-Ibs 49.5% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 7,131 Ibs 38.9% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U443(0.691") 40.6% 3 1 output as evidence of suitability for Live Load Defl. L/704 (0.435") 34.1% 3 1 particular application.Output here based 0.691" . 69.1% 3 1 on building code-accepted design Max Defl. Span/Depth 0.69 1 1 properties and analysis methods. p p 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 8,423 Ibs 161.8% 91.7% S ruce-Pine-Fir(8 ask questions,please call p (800)232-0788 before installation. B1 Wall/Plate 3-1/2" x 3-1/2" 8,423 Ibs 161.8% 91.7% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARD-,BCI@, Cautions BOISE GLULAM-,SIMPLE FRAMING Bearing length at bearing BO should be at least 5-11/16". SYSTEM@,VERSA-LAMO,VERSA-RIM Bearing BO cannot support a load of 8,423 lbs. PLUS@,VERSA-RIM@, Bearing length at bearing B1 should be at least 5-11/16". VERSA-STRANDO,VERSA-STUDO are Bearing B L1 cannot support a load of 8,423 lbs. L. Cmarks of Boise Wood Products, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. , OF a i X Notes PAUL W. is Design meets Code minimum(U180)Total load deflection criteria. �� 5���,��+ �� "'V�-. Design meets Code minimum(U240) Live load deflection criteria. g,RUC URAL Design meets arbitrary(1") Maximum load deflection criteria. " 0 35334 GSM, Page 1 of 2 ' 'BOISE, Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 03 BC CALC®2.0 Design Report-US 1 span No cantilevers 10112 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 03 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. Connection Diagram Disclosure b —d Completeness and accuracy of input must 1� be verified by anyone who would rely on a L I output as evidence of suitability for c particular application.Output here based on building code-accepted design T' properties and analysis methods. I Installation of BOISE engineered wood • products must be in accordance with a a current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 10" (800)232-0788 before installation. b minimum=3" d= 12" BC CALC®,BC FRAMERS,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOIST®,BC RIM BOARD-,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 •BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 04 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 8.5/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 04 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. ,--18.5 12 I I I I l l 09-00-00 BO,3-1/2" B1,3-1/2" DL 478 Ibs DL 478 Ibs SL 675 Ibs SL 675 Ibs Total Horizontal Product Length=09-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof Unf.Area(psf) Left 00-00-00 09-00-00 18 30 05-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,337 ft-Ibs 9.6% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 825 Ibs 9.1% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U2,666(0.047") 6.8% 3 1 output as evidence of suitability for Live Load Defl. U4,554.(0.028") 5.3% 3 1 particular application.Output here based Max Defl. 0.047" 4.7% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 8.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1,153 Ibs 22.1% 12.6% Spruce-Pine-Fir ( ask questions,please call 8 B1 WalUPlate 3-1/2"x 3-1/2" 1,153 Ibs 22.1% 12.6% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCIO, Plumb Cut with Hanger to dbl.top plate 8.5/12 14-1/2" 09-00-00 11-08-12 BOISE S SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram Tb ► �d i OF STRUCTURAL cn 3 o 35334 a minimum=2" c=7-7/8" b minimum= 3" d= 12" ! s5;,°,,L Member has no side loads. l L U9 Connectors are: 16d Common Nails Page 1 of 1 BO,SE" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 05 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 12/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 05 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. �12 12 3 i i i i 14-00-00 BO,3-1/2" B1,3-1/2" DL 1,627 Ibs DL 911 Ibs SL 1,732 Ibs SL 973 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%, 115% 133% 125% Trib. 1 roof Unf.Area(psf) Left 00-00-00 14-00-00 21 30 01-04-00 2 Beam 04 at bearing BO Conc. Pt. (Ibs) Left 07-00-00 07-00-00 478 675 n/a 3 Dormer Unf.Area(psf) Left 00-00-00 07-00-00 28 30 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,613 ft-Ibs 44.1% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,821 Ibs 25.9% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U266 (0.866") 67.7% 3 1 output as evidence of suitability for Live Load Defl. U507 (0.454") 47.3% 3 1 particular application.Output here based Max Defl. 0.866" 86.6% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 17.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %,Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 3,359 Ibs 43.0% 24.4% S P (8 Spruce-Pine-Fir (8 ask questions,please call 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 1,884 Ibs 24.1% 13.7% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJS-, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCI®, Hanger to dbl.to late 12/12 13-3/8" 14-00-00 20-07-01 BOISE M@,VE SIMPLE FRAMING Plumb Cut with Han 9 P P SYSTERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram d s4� OF E;�n t.: O O a'- SW rnni �= S-iV,UCTU%a�L � 1 i o • L—• No. 35334 s e 0 0 a minimum=2" c=4-1/2" Z 9 b minimum=3" d= 12" � ,r e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:-16d.Common Nails- Page 1 of 1 r BOISE. Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam N BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. -2— 2 X dip Job Name: House Move Description: Beam 06 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1__10 12 06-00-00 BO,3-1/2" B1,3-1/2" DL 329 Ibs DL 329 Ibs SL 840 Ibs SL 840 Ibs Total Horizontal Product Length=06-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-00-00 15 40 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,496 ft-Ibs 18.6% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 747 Ibs 20.6% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U2,011 (0.033") 9.0% 3 1 output as evidence of suitability for Live Load Defl. U2,799(0.024") 8.6% 3 1 particular application.Output here based Max Defl. 0.033" 3.3% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 7.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 1-3/4" 1,169 Ibs 44.9% 25.4% Spruce-Pine-Fir (g00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 1-3/4" 1,169 Ibs 44.9% 25.4% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD"" BCI@, BOISE GLULAMTTM SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRANDS,VERSA-STUD@ are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. -Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. NZI ee OF W. � ,1 c F,UL SWA sC.5 STHUCTU AL ait t No 35334 /s " .F,SSjj"Jti1 �% Page 1 of 1 BASE" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 07 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 12/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 07 Address: 339 Church Street Specifier: City, State,Zip:Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. �1_112 12 w w w w w w ♦ w w 3 w w w ♦ w w w w y w w ♦ ♦ ♦ w � w a w ♦ s w 14-00-00 BO,3-1/2" B1,3-1/2" DL 1,492 Ibs DL 897 Ibs SL 1,659 Ibs SL 1,211 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof Unf.Area(psf) Left 00-00-00 14-00-00 21 30 01-04-00 2 Beam 06 at bearing B1 Conc. Pt. (Ibs) Left 09-06-00 09-06-00 329 840 n/a 3 Dormer Unf.Area(psf) Left 00-00-00 07-00-00 28 30 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,297 ft-Ibs 38.6% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,614 Ibs 24.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U281 (0.818") 63.9% 3 1 output as evidence of suitability for Live Load Defl. U504(0.457") 47.6% 3 1 particular application.Output here based Max Defl. 0.818" 81.8% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 17.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 3,151 Ibs 40.3% 22.9% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 5-1/4" 2,108 Ibs 27.0% 15.3% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCIO, Plumb Cut with Hanger to dbl.top plate 12/12 13-3/8" 14-00-00 20-07-01 BOISE GLULAMTM SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram Tb da OF c m PAUL W. j %n ti O • • O I S T►-i UCTUPAL fy e o 3533 , a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum-3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 8diSE" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 08 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 12/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 08 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1__112 12 I 3 ; I L T T T T T T 14-00-00 BO,3-1/2" B1,3-1/2" DL 1,388 Ibs DL 672 Ibs SL 1,395 Ibs SL 635 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% . 125% Trib. 1 roof Unf.Area(psf) Left 00-00-00 14-00-00 21 30 01-04-00 3 Dormer Unf.Area(psf) Left 00-00-00 07-00-00 28 30 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,177 ft-Ibs 29.8% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,245 Ibs 20.6% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U389(0.592") 46.2% 3 1 output as evidence of suitability for Live Load Defl. U784 (0.294") 30.6% 3 1 particular application.Output here based Max Defl. 0.592" 59.2% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 17.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 2,782 Ibs 35.6% 20.2% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 5-1/4" 1,308 Ibs 16.7% 9.5% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCI®, Plumb Cut with Hanger to dbl. top plate 12/12 13-3/8" 14-00-00 20-07-01 BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRANDS,VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b I►—d OF uy\• r • . :: 0 0q� PAUL W U1°0 c 9 SWAN30N 9;�i a, STRUCTURAL �� 3 e 0 0 0 o 35334 i .C. a minimum=2" c=4-1/2" � —x b minimum=3" d= 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 u6isw Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 09 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 09 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson;P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1-10 12 14-00-00 130,3-1/2" B1,3-1/2" DL 1,342 Ibs DL 1,342 Ibs SL 2,520 Ibs SL 2,520 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Roof Unf.Area(psf) Left 00-00-00 14-00-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 12,646 ft-Ibs 51.7% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 3,155 Ibs 34.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U380(0.427") 47.3% 3 1 output as evidence of suitability for Live Load Defl. U583(0.279") 41.2% 3 1 particular application.Output here based 3 1 on building code-accepted design Max Defl. 0.427 42.7/o properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 3,862 Ibs 74.2% 42.0% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 3-1/2" 3,862 Ibs 74.2% 42.0% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAMTm SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS@,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram .��' Y b d q' PAUL a :j SWAN=f'N • r• • �4�, STnUCTU SAL 0 3533 c a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 UOISE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 10 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 10 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. i I I i I W el 09-00-00 BO, 3-1/2" B1,3-1/2" LL 2,520 Ibs LL 2,520 Ibs DL 798 Ibs DL 798 Ibs Total Horizontal Product Length=09-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 09-00-00 40 12 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,725 ft-Ibs 48.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,519 Ibs 39.9% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U580(0.177") 41.3% 1 1 output as evidence of suitability for Live Load Defl. U764(0.134") 47.1% 1 1 particular application.Output here based Max Defl. 0.177" 17.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 10.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 3,318 Ibs 63.7% 36.1% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 3-1/2" 3,318 Ibs 63.7% 36.1% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, Notes ALLJOISTO,BC RIM BOARDTm BCIO, BOISE GLULAM"' SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d—� a • T_ • •1 0 cam` PAUL W. vr'� SWAN,-,N `=+ STRUCTUiAL o. 3533a vipl a minimum=2" c=5-1/2" " b minimum=3" d= 12" Ate' Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ' ' BOISE, Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 11 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 11 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. ::. ..,.'. _.3 "' +,.. •;tom ': .:. ,x 15-06-00 BO,3-1/2" 131,3-112" LL 310 Ibs LL 310 Ibs DL 1,430 Ibs DL 315 Ibs SL 2,307 Ibs SL 213 Ibs Total Horizontal Product Length=15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area (psf) Left 00-00-00 15-06-00 40 12 01-00-00 2 Beam 09 at bearing BO Conc. Pt. (Ibs) Left 01-06-00 01-06-00 1,342 2,520 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,128 ft-Ibs 21.3% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 3,976 Ibs 36.5% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U689(0.262") 34.8% 2 1 output as evidence of suitability for Live Load Defl. U1,085(0.166") 33.2% 2 1 particular application.Output here based Max Defl. 0.262" 26.2% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 19.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask lease call BO Wall/Plate 3-1/2"x 5-1/4" 4,048 Ibs 51.8% 29.4% Spruce-Pine-Fir (g00)232--0788 be ore installation. B1 Wall/Plate 3-1/2"x 5-1/4" 838 Ibs 10.7% 6.1% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b I►—d a 0 T 0 c OF e 0 0 0 PAUL VJ. '�( C S1N'ANISON < g STRUCTURAL v5t� a minimum=2" c=4-1/2" o. 35334 b minimum-3" d= 12" 'O r 11S) ' e minimum=3" f��/ f� �C; ► Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' - point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 B®SSE" Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 12 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 12 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 1 I I I I i -- 22-04-00 BO,3-1/2" LL 7,147 lbs B1,3-1/2" DL 2,441 lbs LL 7,147 lbs DL 2,441 lbs Total Horizontal Product Length=22-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 22-04-00 40 12 16-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 51,357 ft-lbs 73.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 8,049 lbs 44.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U303 (0.867") 79.3% 1 1 output as evidence of suitability for Live Load Defl. U406(0.646") 88.6% 1 1 particular application.Output here based Max Defl. 0.867" 86.7% 1 1 on building code-accepted design Span/Depth 14.6 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 9,588 Ibs 122.8% 69.6% S ruce-Pine-Fir(8 ask questions,please call p (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 9,588 lbs 122.8% 69.6% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Bearing length at bearing BO should be at least 4-5/16". SYSTEM@,VERSA-LAM@,VERSA-RIM Bearing BO cannot support a load of 9,588 lbs. PLUS@,VERSA-RIM@, Bearing length at bearing B1 should be at least 4-5/16". VERSA-STRAND@,VERSA-STUD@ are Bearing B1 cannot support a load of 9,588 lbs. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. 06 Design meets arbitrary(1") Maximum load deflection criteria. ��H ran_ Connection Diagram Off. PAUL•W p p C":`> gTRUCTU'IAL u'c' rb _ a yr v, 5/'�'( No, 35334 a' o c o T� `^�' A�^ Str , eft e o 0 o b q L V9 'IN JZX Z6 = ZC'f > 176 oK l a minimum=2" c= 13" b minimum=3" d= 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 I BOISE, Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 13 BC CALCO 2.0 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. V L TV O dtF6--p Job Name: House Move Description: Beam 13 v5£ SrmZ w8X2�{ Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 3 I I I 1 5 I I2 14-06-00 14-06-00 BO,3-1/2" B1,9-1/2" B2,5-1/4" LL 7,244 Ibs LL 20,463 Ibs LL 7,838 Ibs DL 2,313 Ibs DL 7,571 Ibs DL 2,512 Ibs Total Horizontal Product Length=29-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area(psf) Left 00-00-00 29-00-00 40 12 14-00-00 2 Add'I 1st floor Unf.Area(psf) Left 16-00-00 29-00-00 40 12 01-00-00 3 wall Unf. Lin. (plf) Left 00-00-00 29-00-00 60 n/a 4 2nd floor Unf.Area (psf) Left 00-00-00 29-00-00 40 12 14-00-00 5 Add'I 2nd floor Unf.Area(psf) Left 16-00-00 29-00-00 40 12 01-00-00 Controls Summary Value %Allowable Duration Case. Span Disclosure Pos. Moment 29,056 ft-Ibs 66.7% 100% 16 2-Intemal Completeness and accuracy of input must Neg. Moment -39,962 ft-Ibs 91.8% 100% 1 1 -Right be verified by anyone who would rely on End Shear -7,748 Ibs 55.5% 100% 16 2-Right output as evidence of suitability for Cont. Shear 11,861 Ibs 84.9% 100% 18 2-Left particular application.Output here based Total Load Defl. U442 0.384" 54.4% 16 2 on building code-accepted design ( ) ° properties and analysis methods. Live Load Defl. U540 (0.314 ) 66.7/0 16 2 Installation of BOISE engineered wood Total Neg. Defl -0.092" 18.4% 16 1 products must be in accordance with Max Defl. 0.384" 38.4% 16 2 current Installation Guide and applicable Span/Depth 12.2 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJS-, BO Wall/Plate 3-1/2"x 5-1/4" 9,557 Ibs n/a 69.3% Unspecified ALLJOISTO,BC RIM BOARD-,BCIO, B1 Post 9-1/2"x 5-1/4" 28,034 Ibs 0.6% 74.9% Steel BOISE GLULAM"" SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 10,350 Ibs 12.5% 50.1% Versa-Lam 1.7 SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. I Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. �4H OF fqa, Connection Diagram b �.—d q PAUL ; • • • U �kUCTU AL . o T 0 0 35334 aV, <. a minimum=2" c=9" b minimum= 3" d= 12" M� " 575 > 40 e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 SONSE" Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 14 BC CALCO 2.0 Design Report- US 2 spans No cantilevers 1 0/12 slope Monday, December 14, 2009 14:58 Build 287 File Name: BC 3216 rev. w8)C2_� Job Name: House Move Description: Beam 14 Address: 339 Church Street Specifier: 5TEXL. , City, State, Zip: Bamstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. 6 7 2 4 I 12-06-00 _. 13-06-00 BO,3-1/2" 131,7" B2,5-1/4" LL 8,366 Ibs LL 14,072 Ibs LL 3,410 Ibs DL 2,533 Ibs DL 6,150 Ibs DL 882 Ibs SL 2,307 Ibs i Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 1st floor Unf.Area (psf) Left 00-00-00 26-00-00 40 12 14-00-00 2 Add'I 1 st floor Unf.Area (psf) Left 00-00-00 04-00-00 40 12 14-00-00 3 wall Unf. Lin. (pif) Left 08-06-00 12-06-00 60 n/a 4 2nd floor Unf.Area(psf) Left 08-06-00 12-06-00 40 12 15-00-00 5 Beam 10 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 2,520 798 n/a 6 Beam 10 at bearing B1 Conc. Pt. (Ibs) Left 08-06-00 08-06-00 2,520 798 n/a 7 Reaction from DesignskBeam...Conc. Pt. (Ibs) Left 12-06-00 12-06-00 310 1,430 2,307 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 18,685 ft-Ibs 42.9% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -22,225 ft-Ibs 51.0% 100% 1 1 -Right be verified by anyone who would rely on End Shear 5,428 Ibs 38.9% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 9,558 Ibs 68.4% 100% 1 1 -Right particular application.Output here based Total Load Defl. L/724 (0.203") 33.1% 13 1 on building code-accepted design Live Load Defl. U905 .163" 39.8% 13 1 properties and analysis methods. 0 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.077" 15.5% 13 2 products must be in accordance with Max Defl. 0.203" 20.3% 13 1 current Installation Guide and applicable Span/Depth 11.2 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJS-, BO Post 3-1/2"x 5-1/4" 10,899 Ibs 0.6% 79.1% Steel ALLJOISTO,BC RIM BOARD-,BCI@, B1 Post 7"x 5-1/4" 22,529 Ibs 0.6% 81.7% Steel BOISE GLULAMTM',SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 4,292 Ibs 5.2% 20.8% Versa-Lam 1.7 SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. OF �..� i o PAUL W. (?p°s SINANSON ` `41 C" 5F+UCTU^,AL t4 No, 35334 a, / Dg Page 1 of 2 I OWSW Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamSeam 14 BC CALCO 2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, December 14,2009 14:58 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 14 Address: 339 Church Street Specifier: City, State,Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. Connection Diagram Disclosure T b d Completeness and accuracy of input must be verified by anyone who would rely on a • output as evidence of suitability for o T o particular application.Output here based c on building code-accepted design properties and analysis methods. • i Installation of BOISE engineered wood e ° ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=9" (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALCO,BC FRAMERO,AJS-, ALLJOISTO,BC RIM BOARD- BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTm,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, Concentrated loads are not considered in side load analysis. VERSA-STRAND@,VERSA-STUD@ are Connectors are: 16d Common Nails trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE' Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 15 BC CALC®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, December 14, 2009 16:04 Build 287 File Name: BC 3216 rev. Job Name: House Move Description: Beam 15 Address: 339 Church Street Specifier: City, State, Zip: Barnstable, MA Designer: Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 3216 rev. v I I W 1 I I I I ( l I i l 1 1 ! 1 1 1 1 1 1 1 I l i l 1 1 18-00-00 ---- i B0,3-1/2" B1,3-1/2" LL 830 Ibs LL 2,410 Ibs DL 357 Ibs DL 857 Ibs Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-00-00 40 12 01-00-00 2 Beam 10 at bearing BO Conc. Pt. (Ibs) Left 14-06-00 14-06-00 2,520 798 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,299 ft-Ibs 53.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -3,190 Ibs 42.6% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U362(0.582") 66.4% 1 1 output as evidence of suitability for Live Load Defl. U499(0.422") 72.2% 1 1 particular application.Output here based Max Defl. 0.582" 58.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 18.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1,186 lbs 22.8% 12.9% Spruce-Pine-Fir (8 ask questions,please call 61 Wall/Plate 3-1/2"x 3-1/2" 3,267 Ibs 62.8% 35.6% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM'*" SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. I b —d—� a I Of f � av ` PAJL y j V a e.� SWANS STRUCTURAL a minimum=2" c=7-1/4u f b minimum= 3" d= 12" 1'3 No.35334 .v i Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' "o point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 T The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Wdshington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/Organization/Individual): )e! <!G�-n` L . �+ `y4i Address: 77tr AL4,t\ �1 City/State/Zip: , S4ti lt t`d� 074 S�_ Phone.#: t 7i0 — Z� Are you an employer? Check the appropriate bog: T e of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-tim.e).* have hired the sub-contractors 6. New construction 2.0 I am'a§oieproprietor or parthter-' listed on the-attached sheet. 7.. . Remodeling ship.and have no employees These sub-contractors have g, '0 Demolition working for me in any capacity. employees and have workers' 9 0 Building addition / [No workers'.comp.-insurance comp.insurance.t required.] 5. 0 We are a corporation and its '10.0 Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4), and we have no 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. 1Contractors 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: u 1 Mv cx, 41c, Policy#or Self-ins.Lic.#: 000 6 W 6 S f Z Expiration Date: Job Site Address: 3-`1 Uv r-C,4 Si-, -IA* City/Statdzip:/�a.rn S44 oz&jv� Attach a copy of th orkers'compensation policy declaration page(showing the policy number and exp ation date). Failure to secure c erage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1, 0. and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$25 .0 day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi do f e DIA fbri*psurance coverage verification. I do hereb ce e!pains d penalties of perjury that the information provided above is true and correct. 'i ature:I Date: Pbone 140 YU - Z7- Official use only. Do not write in this area, tb be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 1S2 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute, an employee is defined as"...every person in.the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house bi on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant w.ho has not produced.acceptable evidence of compliance with the insurance coverage required." Additio* fly,MGL chapter 152, §25C(n states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance ith the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-con6actor(s)name(s),.address(es)and.phone number(s)along with their certificate(s)of insurance. Limited Liability Companies*(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insuranGe license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, Please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Depai ttumt of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia f ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: C-_ Ovo Site Address: 'Z�59 ciy rCA 5k. print Town: Applicant Phone: LZZ Applicant Signature: Date of Application: NEW CONSTRUCTI choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement p Fenestration exposed Wall Floor Perimeter U-factor floors . R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2 REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ �.. ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS.OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall& Ceiling Area equals Formula: (100 x b - a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<40% use the chart below. If glazing is > 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Fenestration Ceiling and .Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ❑ SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) r+�p® DATE(MWDD/YY) A /�iC+ £� CERTIFICATE OF LIABILITY INSURANCE 02/20/2009 PRODUCER Serial# 103273 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7710,�1an ,r�e,•.1,STREET HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTERVILLE,MA 02665 TEL: 508428-0440 FAX: 508-420-9227 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: FARM FAMILY CASUALTY INSURANCE CO DUNHILL COMPANIES LTD INSURER B: 776 MAIN STREET INSURER C: r OSTERVILLE, MA 02655 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING AN f 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 POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRjf ADD'L POLICY EFFECTIVE POLICY EXPIRATION S TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 2001 L6304 02/01/2009 02/01/2010 PRMMISEs RENTED ce S 100,000 CLAIMS MADE OCCUR MED EXP (Anyoneperson) $ 5,000 PERSONAL.B ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 1,000,000 X POLICY PRO- ' JET LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE S S DEDUCTIBLE $ RETENTION S $ WORKER'S COMPENSATION AND 2001 W6512 '01/29/2002 01/29/2010 TRY uA TS X �E H. A EMPLOYERS'LIABILITY EL EACH ACCIDENT $ 5OO OOO ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? EL DISEASE-EA EMPLOYEE S 500,000 If yes,desce der SPECIAL PRribOVISunIONS below EL DISEASE-POLICY LIMIT S 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES!EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CARPENTRY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF FALMOUTH DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL- DAYS WRITTE14 BUILDING DEPT NOTICE TO THE CERTIFICATE HOLIER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 59 TOWN HALL SQUARE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER;ITS AGENTS 0I5 FALMOUTH MA 02540 DEBS REPRESENT,,TIVES. AUTH R D REPRE N IVE I V44 ACORD 25(2001108) ©ACORD CORPORATION 1988 f Affidavit of Substantial Financial Interest I, of �� �` , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map �3 , Parcel G 0 The address of the property is 2. 1 have c % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is / - Z12/o , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Nam/e� !/Address f4-+AA (�NL �v 4. Within the last twelve months, from today's date, which is /�L� �� , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted p . building permit applications for property in which I have a-1% or greater legal or equitable interest. 7. Within this month, I have submitted C> building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 6 building permi or property in which I have a 1% legal or equitable interest. Signed under the pains and penalties f p ry is _ day of , 200_. 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT t -A Bela 19164 P951 -082583 10--22-2004 a 03 = 1 10 QUITCLAIM DEED I, JANET T. PRADA of 37 Cottage Drive, West Yarmouth, Massachusetts 02673 in consideration of less than ONE HUNDRED($100.00)DOLLARS, grant to TODD F. PRADA of 9 Fairview Avenue, Dennis,Massachusetts 02638 with QUITCLAIM COVENANTS, a certain parcel of land,together with any buildings thereon, situated in said Barnstable(West)Barnstable County, Massachusetts, more particularly bounded and described as follows: NORTHEASTERLY by Church Street, a public way, there measuring 235 feet more or less; SOUTHEASTERLY by land now or formerly of William B. Tinny et ux, there measuring 258 feet more or less; SOUTHWESTERLY by land now or formerly of Edward A Prada et ux, there measuring 136.65 feet more or less; and NORTHEASTERLY by land now or formerly of Edward A. Prada et ux, there measuring 230 feet more or less;containing one acre of land, more or less. The above-described parcel of land is shown on a plan titled"Plan of Land in West Barnstable- Barnstable, Mass.Belonging to Edward A. Prada, et ux, Scale 1 in=40 ft,Dec. 1, 1964,Nelson Bearse, Richard Law, Surveyors, Centerville,Mass." recorded in Barnstable Registry of Deeds, Plan Book 191, Page 61. Reserving to the Grantor,JANET T. PRADA, however, a life estate in the above said premises during the remainder of her lifetime, during which time the said JANET T. PRADA shall have the exclusive right to occupy the premises,to lease, let or license the same, and she shall be entitled to all rents, fees or profits generated from said life estate,but without the right to partition. During said Grantor's lifetime, she shall bear the cost of all insurance, maintenance, fees, charges and expenses relating to the premises and she shall pay all taxes assessed or imposed with respect thereto, and all principal and interest on any mortgages thereon. I ' Bk 19164 Pg 52 #82583 JANET T. PRADA certifies under the pains and penalties of perjury that she is the surviving tenant by the entirety by Deed recorded in the Barnstable Registry of Deeds in Book 1291, Page 754, her husband, FRANCIS R. PRADA,there having been no divorce, having died April 18, 1984, a resident of 37 Cottage Drive, West Yarmouth,Massachusetts. See Death Certificate recorded in said Barnstable Registry of Deeds in Book 11059,Page 267. Said premises are also conveyed subject to and with the benefit of all rights, easements, restrictions, reservations and encumbrances of record pertaining thereto to the extent now in force and applicable. For Title see Deed recorded in the Barnstable Registry of Deeds in Book 1291, Page 754. PROPERTY ADDRESS: 339 Church Street,West Barnstable, Massachusetts 02668 I Bk 19164 Pg 53 #82583 Ex ted an se Ls 22"�day of October, 2004. JANET T. PRADA COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. October 22, 2004 Before me,the undersigned notary public, personally appeared JANET T. PRADA personally known to me,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Y Jos h$ ttler,Jr NoUry Public ssion Ex ires: 10/18/07 JOSEPH SATTLER JR. Notary Public COMMONWEAUN OF MASSACNti gM My COmmyS'"ExpkN OOf bw 16.2007 BAF3 TABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARIVSTABIE REGISTRY OF DEEDS D ILL 'Ca & 776 Main Street Ostervilie,MA 02655 January 26, 2010 To all concerned: It is the purpose of this letter to clearly identify Lawrence Crovo as an employee of Dunhill Companies. Lawrence has worked for the company for ten years and is in good standing. If there are any questions - regarding Lawrence Crovo's employment history with Dunhill Companies please contact Ted Komenda at 508-420-9222. Thank yo r your time, Charles R Crovo President Dunhill Companies tel: 508 420-9222 • fax: 508 428-0453 • www.dunhillre.com �YHE T Town of Barnstabte Regulatory Services Thomas F. Geller,Director n 39. Aim Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnsthble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, J� �c, l7c-\ , as Owner.of the subject property i hereby authorize LLJACn(e Lco\/o to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Ignature o Owner Date 4-0 Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. 0TORMS:OWNERPERMISSION Town of Barnstable F,ME roh, Regulatory Services Thomas F. Geiler,Director anaxsn ILE, 6 16J9• Building Division 9� ��� - Plf0 µAt A g Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION j Please Print DATE: JOB LOCATION: ' number street village "HOMEOWNER": . name home phone# work phone 3! CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix ar Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when.lhe homeowner hires unlicensed persons. 1n this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomdcertification for use in your community. 1 Q:\NWF.ILF-S\FORMS\homee.xcmpt.DOC Massachusetts- Department of Public Safety Bom-d of Building Regulations and Standards .Construcfion Supervisor License License: CS 27018 - Res'tricted_to:__00- rs LAWRENCE.E'CROVO ;;4.5 HATHAWAY R-D r 1Q5TERVILLE MA02655 OR 1.1 _ .. Expiration: 9/12/2011 CpunnisSiul�ci Tr#: 10257 i i I i i Oct 20 2009 11 : 27AM MJ Nardone/ERT Architects 508 362 4883 p. l E511 R ww% a r c h I t e c t s , i n c architects • interior designers • builders 939 main street po box 343 yarmouthport, ma 02675 508.362.8883 www.ertarchitects.com 10-20.09 0\j �® Town of Barnstable P??� g Old King's Highway Historic District Committee %%egg Attn: Mary Lou oe 367 Main Street ga0, y Hyannis,MA 02601 O dK coo e G Re: Request for extension (� 339 Church Street West Barnstable;MA- Via Fax:508.862.4794 Mary Lou, We respectfully request a one year extension to the approval granted last October for the above referenced property. Please feel free to contact me directly should you have any questions or require further information. Best Regards, ert Toll RA,L ED AP,NCARB Architect/Principal ERT Architect,Inc. (� v D 2 ® 2009 pCT TOWN OF.BAIR SER S N ION HISTORIC PRE F I i i I I I I I I lS� goo UC&S *SURETY BONDS* United Casualty and Surety Insurance Company 170 Milk Street, Boston,Massachusetts 02109 LICENSE AND PERMIT BOND For County,City,Town or Village Only. Not Valid for Contract,Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: Bond No: 002238 That we, Dunhill Companies Ltd., 776 Main Street, the Town/City of Osterville, MA 02655, as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation duly licensed to do business in the State of Massachusetts,as Surety,are held and firmly bound unto the Town of Barnstable,200 Main Street,Hyannis, MA 02601, State of Massachusetts, as Obligee, in the amount of Five Thousand Dollars and 00/100($5,000.00), lawful money of the United States,to be paid to the said Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has been licensed and/or issued a Permit for the purpose of opening and/or occupying a public way located at 339 Church Street, Barnstable,MA 02630 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances(including all amendments),pertaining to the license or permit,then this obligation to be void,otherwise to remain in full force and effect for a period commencing on the 31st day of December,2009,and ending on the 31st day of December,2010,unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such other addresses the Surety deems reasonable,and at the expiration of thirty- five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law,whichever is later,this bond shall terminate and the Surety shall be relieved from an ability for any subsequent acts or omissions of the Principal. Dated this 31st day of December,2009. Ck e / Principal—Dunhill Companies Ltd. Witnessed ,, / UNITED C ALTY AND SURE7RANCE OMPANY BY 9! By Thomas P. Carrigan,Jr. -Atto -in-Fact ss: ACKNOWLEDGEMENT OF SUR Y STATE OF MASSACHUSETTS County of Suffolk On this 31st day of December, 2009, before me, the undersigned officer, personally appeared, Thomas P. Carrigan, Jr., who acknowledged himself to be the aforesaid officer of UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the forgoing instrument for the purpose therein contained,by signing' f he corporation by himself as such officer. IN WITNESS WHEREOF,I have hereuirto set my h d and official seal i Timoth M rrigan,Nootmrytl>jubllica,lxpi�;es 9-3-2010 i Notary Public r,...,m.nweolth of Massachusetts V,y CommiSSioA L- Sip"�rttE3�r 3,'ea,'. I ft I�IIIII�I Ii. II_ 101 - _ - , i ylllllllhll ll� II IIIII III IIIIIIII _- _ _ -_ -_ +IIII,",,. •M1III M1 I II,I� 'IImII I,M111IIII!111,17!Ijl,.� � � I➢➢ II I III'>III:II lilllullllq Il l ggl!Ill,i!0. Ip11111n M1lvl!IIII _ - C NYIPIlp'Ul!!IIIuIIlIipIVV�llIp I�lad�I1lIl4d�luPlII l4uVi11lr'g IV,Il'lI ll la p P,,hIp'I1�Il1lI�!1�IuIIIpp I:lqlll p�l„ld'lllll,eN�Pll@ l l'l1Il r 1tllO Il1 11l(lIlih I l�I cIIQn-�lI,i;�pplr11l a V1111 II�lVl II I7II�III�lhI 11a 1I!,tll,1•i8 =�gNo. 00223,LTY ANA o'j11 II V6 plD Wm LAST` oIlglI IlII!pII!I!g�!!aFIIlI.LM1IhLlld.BONMS"SAI&6SETT TOQ 776 MatnSe mi;lkl!r!,,:il op'l' .rI�:,�l"IIr!d::!Il,+Iluil, Ilk�rVl l !;!:I POWER OF ATTORNEY Osterville,,,;MA 02655 _ ilf�I• ,1 ➢Ih ;"lull Ir,. {I!I!I IIII{ IlJlljl!IIIPIIIiI,,,IM1 - - {I,,, I,•I, I"� n•, o ��Idlll@I hll�lllp Il odulll(TI '111011d1 Illlllillll+'IIII id!u I ,i!QII'lapl 1!Idl�Gih Illllpll@I� �IIII!gilr�'l'llh+I,ryllh o� � _�_ 411 II I.IIQ ,,,,Ilplll� IIIIII,. ll I II IIII III+,II,IL�ILII+ _. o� KNOW ALL:MENSCTHESE,PRESENTS Ip IIlidulppl} IPI'�I!iqul iluulhll!;II _ _ - _ �lllllllplll�+�fi�!Ilply Il�:llllhll'IIIQI@!IIIII ��lilll�hhPllllllli� ��gyll;�I _ � o I I IIII 111 II IIII I IIIII - �� � � �+IY p Ili pU'I!i4 ,1111"I;p' jglpllh( lil+lllll'i!I,IIl llllll ll+' � �__ _� -�� y-pv , 1,1u II 161 IIII, �l,l I� �I .lI.IJI �� � � II l pll,�uuu lllll'b�ppQ Iplh!IuIIII9U! - pu, on,. -Town of Barnstable, - That UNITED CASUALTY AND SURETY INSURANCE Obligee.- -- 200 Main Street a. P'allli• COMP aico oration o the State of�vlassaehuse- does hereb __ _- _ _ u7rll aItII+P , ,.vlllrll!lu Ip!+II Il A,II rP _ - _ _ -- yu I ,i!iillllh!IV ,uifllp{�ullVllll ulrl ll'I�dhplll 111'Ilhlhllll!IIIiiIH annis�lYIA II IIII IIIt I!Illlli'llilld a. llln„ I. .:a o _' I.Y - �,_� o o �Illlll l;I!I,.r+lhl!IIIIIIII+ ,I!ll!!Jh 11 make,constttute and''appoint =__ _ {I ul .iSII!lu I �LI Il4IIIIIIII 1p1d111 1Jh1111, -- _ _ _ = 4 pII Illphll,lllpllll;+,I V"lylll r!ul 1 1 Il,InWI C pll III I ,i �l i � II Ii � ! 'IMillil l ll;'1111gG �Vllpq!Vp,, �I!plglll pllollpll l = � _ -� I„, � 1 pl I I I III' p;u 4phllll;l,!I!6;Ijp fu u�Th'omas,'P.I Carr°'an Jr ofostonwlassach etts- 'I'�I++' I ii I u+' h1114 Ilfjhl'I" hlil!Ip M1lli�l I I I II'uil�ilLl'dl� �IIIIIIPJII�' �I�IdIIIII�IgIIIIJIi' _ _ _ l I I" 0 ulll its true and lawful Attorney-in-Fact,with full power and authority,for = and-oit-beltalf o>�the-_Com an'L�asusucet,' `toliexecufe,and�ll"deliver,ana_ =Eff&Ct1Ye=Date: 11!''I!i419,3 U`stpda Ilof,Decembe'f1!1%2009 o �' -- -- -� P yl!'" "^( dllvl l II I,IIII IIIIII, - � � '.I le � e,vy I IIlvll 1'I ll��rl''.'IIIIpnl6i' .- � _- �_' 'lll,l q�,Illl:lilll�, �!I II' '.III'lllllllllt IIIII IIINk. gll',I,�IIh'll l';I'I: affix_the seal o�the_Coir ll'thereto;'tf a'llseal!'as required,`bonds; - _= = = �iuhlalllh.alldlloub' 1plphl%III ;�IIIIIIIIIIIIIJ IIUVVdWuI II'6Wullllll IIIIu411U1 9'lv'lllli'III!,old' IiludVhl,141j1,q!I'll' dl°IIII'III holl!9 ,,a!I'lllp!'II4 undertaktn s seco tzances; consents oflsuret Iogllofher written= - - �i)'!ilayllplVllJ i11!PVIII ,jluuiplllliu lgpglullll IIIIIgiuulglls!!141'Ipll!'" __ .� e =g_ gTt 411,. IIII Il, II,, _ �IQII�IIIIIIU+'' al!Illlhhlllllllllllul,! lII�IIIIlplll IIIIII!IIIPlllllhd" _� obligations in the nature thereof;as follows: Contract Amount: N/A An and all'bonds :undertaken a seco zances=consents osuret or other!fy ,II'IU+I'dPl p!pllylll . all'p!!qull gll4poolllri, p IIII IIIIIII 1,111111111!Ilh a+Lyp'"Ilp"v l y!r,u IuInIIL hill;hllllyp phl�,:� wnttemobh auonsym'the nature thereof= = II!phll!t i'llllllllh� �dRa; cull Ir !,ul!Illi' 'II 4 I, �_ _ - _ _ 4'rgl' ,Vllloilu IIp�IIplllalllppilUlV a .,1, p I I g I,I , -= = = = �I l'' 1111 IIIIIIIIIIII �Illplh± - - _ 11IIlVq loll,ll0 L I Ii,: ,, IIIII I'IIII .,•IIIIIIII Illellllllllll rd11111!IJlli � � � VIII,�IIIICI IIIIIII Ill. I,II.�I' Ql,ll,llll �111.IIII IIII II ,111,IIII C� � .-- + III!IuIIIhf.I,IIIIIIp jl�hlll 1. h�ll;ll .II_II -_ -_ �, �I I 'ad!gpl� IIIIII,1 II II�.h � _ �. :� � �� I'IIpIIII'II,IIIIiIQ! iIIQIhj!!!,E and,Itq, btndl;r,L1NITED CASUAL-T-Y AND S:URET�INSURANCEI'11111P�IIilillp '�IIIIIIIgjIIB'ondiATTlOunt: =$S o0Q=00 - �I!I of"ilk vulliil�, III�Ili)ll ll+, LI„ - I I I Il,l,ll +I6111111IIVI� Iln Illlllihl�pluur. 91111PI@pp 14111!IIII0111111!+°• COMPANY', thereby, and all of the acts of said'AtCo"rney=in-Fact J alai_resents are,herebyratifiedandllconfirmed. _= _�rne: is sdE> _authori 'offhe_followm tesolutionshellBoard,ofl!I II[rectors o-Y =� ty - _ -LTY AND S"URETY'INSURA,'NCEM1COMPANY at aWeettng duly called _hid on the 1'st'dl y of`lJaly`ll!Il'9931iuwhic&olution_s are now in full force and effect: Ill)ylq! 7jll'11pt Igllll 511'n u.,l:, i,,en :,aJ.. "law' 11I,Imm�ll Ill I'llM1lurc,�.. -�• 1.'I h ,�,,,•,, Resolved that the Prenden S ensurer_or.Secret _be=and the are hereb authonzed,.and em owered to a _ougli.tome s=m-Facro�thit C-om an m its Itllddlll!!I 11144!p!IP' a^!lpydlll IUalgdv I ,„,raga IIIII I'.,:.n - _ - ,_- YI ra,l il�ul„ ya nllo' ,o!uli:,b llul•"loo•�� 'monu�plo1161ur P� - -Y- - -� p y. vlin i+�lllulpQ ,,,mllld,li I rl I';,,, nameland as,;us acts,to-xg0!b&@ aclmowle3 M Won its behalfdas'ISuret an Ilandllall bondsl,llreco nizane s=contracts of=_mdemni =waivers of citauon I'ilii t tl alil�l' I IIIIIIII I!ll'!I'll, Ill)1pllll ill IIIII' ;�,,:�i e( � Wig= o - - - _ _ - - _ 111$11+lp�lualpl "illu!nu,Y cplYll"I w410!I'"lop luualliull Illveyllil° g __ _ -h - n lr,���ll l'llll dli +ul;p II and'alll!;otherdwntm s€o it atopn thnature;t_hereof with ower•,tolattach thereto.�the seal of+'the Com an r An=such_writin s so-executed b suchhuha I�+'lllil!'o IIIIJIIIIIIIIIIhIII!I,IIb_ IIIJII� ,,I), yl g =g �Y P ,v�,llolll�llallll' �IIIVglllr,iln!ulliollo1011bllllll��, u�l^!mulllllllullur�a P Y- Y_- -g; Y e „j, IIII udhpljgppll+' �iIIIIIUIulgl,llggul �Attomeys-m-Fact shall 6e=bmdin upon the_CCi mpany_as if they hadllbeen duly executed�and acknowledged by[tie regularly elected Of(Ec &�[he Companylm!14IW' °j!P,'I!pfnlpl' their own proper persons. gfti = Lhis_ oweLof attome is st ried andllsealed4'bV facstmile'II'under and b thauthont`v=of th� follown Re I`- adoTlted ti thelBoard'of Directors of git �11,61 Ip '�Il lli�ll. Ihiillll llllll) AII,IIIIiIIIC�IIdiII1111Li1. �g 1l lllpyh f IIU�, r'�,'.;I�. IIII!'�I!'. 'I l 1 ,�I;,.III miwlrq LTl�iITED C-9S_UALII'AND SURETY INSURANCE'COMPANY,at a meetin duL c=aped andheId on the'lllsellda ,dof Jul 1h 1993�IIidQ!'+ill)+_gh!lgpl!I �_ �_ � � �__- 9!l,h!!'nl,,n Ig1y. +II'h'7, 1+I.pn;',1•ll;m I gI II III!v�l RI,�l�pliry �= �g =y� l l II"IIII, full !!Ilyli!'llld ll!IL fffIIIII II pIIQIII!IPI =� +IB;LIIIII ,. nllll. all�.IIIIIiIP. llll.11lll�l I,i III I"I'M1ndl1!IIIIIIII• � _ p,lllhlmllhl.,l II�LIIII Illlp,,, III IIIIII � III ,_l�,l.,,,,al ___ That thsignature of any,officer authonzedlbyl'Reslloluuons of this Boa_d:and the C-ompany_seal may-tie affixed byilfaesmuleltolany power of attorney or speetal - p6wer of attomey or certification of either given for the execution of any bond„ rtakmg,recognizance or other!written obligation in''the ii`ature thereof;such -- si g i - the on >nal signature of such officer and the original seal of the Company,to be valid gnature and seal,when soused bem hereby ado�t_ed,by the Company as g; 111IfQU(p ,vylllllhup gOgplllppllq, gd''biridm``u on the:Com an: with thesame=-force and>effect as thou h'Imanuall'"ilaffixedl+ 141IIIIpIUIn!" - UI V 'ii!I'i ill, hllaqupl 'll "g;„,IM1P �Y _ _ 1, ; g:.l r Y �.I,II�I p = - - ql llll!tl!pl� ,IPiplllli+, IIl��pull�;Ipll�p,,� rl Iq1 III i ill t Il I L,al I .II' =1 = _ _ = tl,emhPl diillldloN+ ;illlllilll!I 1111VIui� �liliiill'iliilll d�Ullll!Vh II!IIIIIII'ill _ AR _ _ - �Illl)I II1I4I lllOpll1+11IWi'IP' "j'I'I'll"lIN'!I II NESSI4WHEREOF=UNITED-CASUALTY=�1 AURETY INSUR N+,!EI++O IMPIANIYiiihas causE these:_resents-to be si=ned=li its ro 8r'$'I!IIIp" 11+11!Iljllo ''Ili lji'i Illllp lldl[„all) .,r1ilgVllppa p ll:hil',p 1pll.lnhlfipp•)viltu = vl hl lv:pant I ,!rp L1.q lw! I -g_ Y P P!n I 111V,1!!Il;ll l offi¢er;anld is co: ovate seal to=be lterennto=affixed this h day of Jul:,I!2008uI�IIUIhII!PIIIIgUh'` Il;lhl'Ili�lll i11111111111VIIIII,plll'r"' _ ullhglu,,�;l lllidllll!IIII a. 'Ipalllllald �,,.. d Fp, E� Y Y,I,. I I,,I,�lal.. lll,,1u66I- I�!II�J,!�• Q = illlulluly, mpuldlllU UMTEDCAS,UALTY AND=SURETY INSURANCE_COMPANYi� +I �. a - PIP'il'd!I dl!IIIIIPIII �,el!iI'I!IILIIII IIV!vr,r Ilv IIIIII, a p I'lll�,;l!r,l� CIF II 'II m n I II, u i 111 ,, _I �o��� = - !IiI'lllol,Illllillgl`�Ia`o=_o I t,,,I I, I., I, _ I e _ � IIIII�IIII�V`! hll!II,IIIIIpIIIIIIN" �''IpIpIIPII� �,I'Hj�111i11V1 _ Timothy M.Carrigan,Treasurer - - "'''i lily 1III91dllillirm pIIlIN'�I' 'lllilgll l'l!III,,,", ,� � IIIII,lq :;ml r, yL II Vro, I,I I pql hiilll'IIf pl'iPlllhlt p'llill,�i;vi Ill)IIIIII Illh,llll �hllll.! ',,ll II1j,.;�al sl, = l Uliilll ,1Q'Ilnn .IiIII;Vnllll,!Ililllllhr lldilllljll�. II III!llgjiillh'llt� ll. + �I K ,°, _� �IJII� 1.uII ,,I,JI I, llllll ,I II�IIIIII�t�4'IVII State oflVMassachusetts;!';Gounty of Suffolk ss = - - M _ - o I'Idlliil'� ;llllllllll lllll" Ill)„11 1,II Il I„ I I ,l -_ _- _� � - ipllhdll'ilfUll!1a4� IIIUIII!!I� VUI'.rP. �!I!'lllllul I�!IVIIIV!IIi ill�l411111 `�_ - -- - - II II, e Ill•,1 111 IIIIQI' tl1I II I IIIIII!Ijl' III!IIIhI,I Ijl1!IIIIb@I �Illlluhl11)':apllpl�lllllll' _- - � � _ - 1 I!I I„6�,;p I,I , ,.�;.t IIpII ,I ILII, ,hhllllll.11l IIItl,QIPlhh,p,llhlllhll =_. -_ r I I'll �II hll IIOnI this ol6thllda !!of Jul in the _ear 2008=before mom_ eesonall camtmoth MI,Caro an to me known,°who=.been b=meaul _s_woen did de ose!III114+' �,III'dh�.., II��II ll,I�V II I. YI. Y _Y_ _ P Y Y g g_Y_ Y_ P le�LI�u°��I'la andd say thatpheuresides inthe State of Mass ca huset tha h is the Treaslal'cer of"II„IIIiiJNITED111CASIIU!!�iIALTY AND SIIRETY TSURANCE COMPANY,the�'I'u� = c oration described herein which executed,the above instrument;that he;signedlus namether�by the above quoted authority, that helknows the.eal d o � Illliiltl!il! .,I 'lilt ,.P'III!!IIUIiI;pi1011111'.": !Illllpll llllll ;llllll iillllj!pipldl!IiT;. .- �* I II JIIIIII'I l ,I"VII!,4' "l II Ilhl Ilfl!iIG 111 l II I 1 it+r•.III Ilp,!Ihirt. of sad=co rgon Ghat said seal affixed to satd mstrumentis.such co- orate seal; thafit was so affixed b'�l lauth'orit lofllhrs officelun ier.!the b laves_- - -n � PPI!!ll+illffi oe!mlppl .ai pl!Illull Ilrl.rl�^ r,ll�ppr, _ o Ilrb• 'IIII IIIIII 'IIIIIIIII IIIIIIII' �iII'Ift Y ,r-ti,_W 4.,1 b 1°plll!I iIIId'+l I„II,ILi Illli�,l pl,lilllllU� � = = - - = IUI;IpgRdlllgllll Ifplpl, ilgl„ll II IIII) [IJ,I,I a.11lal Qf Sai�CO[ 3 0� 1iI,IIIIIIII IIIlIh11 pl,l lhl y ,IIII IIII,l ,I„I III III IIII, �I,,+I hull dl lhl hill' `II I I' dlllhlll IIIII I II IIII IIII" �. �'.� - �II II Ip !'IIIIII IIII UII!rlllipa� illlllllllll �I14�IIplllll(p+• V C �-.. tlI1,I,I,QI�II �I,LI,I.. l� III .I!,a,,,l, � - uphlillup WIIdIIlllhil@' IIIIIIIVpII .Illllillllllll�lllly L _- 'll ''I;.' � � �_ o .-� IIII+IIIIII, P'dfynll+Ill IIIIIIII!II'!III' plll9+'.'Pq{ ,III!IIIIIIIIII,•. o � � �. I '„i °'li 11!il.'ili - = - glllhuf ll`ihpby l Imll Ill, l� II� � � �I� II ulllll =Caco1=A._Carn an,=hTot _Public IIVLIIIIq ludluu!I' „Iltllull� I116MI Ipleommtsston ex fires=5/28I2015 = - � L:,I I lI i Il`I, IIII {�111�j1 II!�I III, -- ,II i Y, L II'I' p == - = _ = - �Ipli6l'Il�rillUpll 1II�q!pIs -- - _- - = IIIII!IIIIII IIIbIllilpl IIIIiIIlIll41 ,ip,IV!UIIVI i'IIIlghlulllll yIIVIIIV1411 ,Ilp!J,II!Il _- - _� � _ u,, -_ - e _ := 1 ,.I 4' _ c �- -> �III�I�III IIII I lu �Il� . II l . I,,ilTtmoth M Cam an, TteasureM iJNI T D C-AS_UALTY AND°rSURETYIgIINS + Eil''COMPANY:certtf Ghat ah�fore o n ower lofillNlil !hil l III o,, y- -g- g P• iI lu�I 1 ��1° illphlllhl��hl' SIIIIUIIIII!IIIiY IIII'alhl�ll!�Inhlu� g - li l alb E �!�"�I C� Ildlpi Il0,11! � � �h p!uplll �hl l rill I 'l attorney,and the above quoted Resolutions of the Board=of Directors of'l'July 1, 1993 have not been abridged or-revoked=and are nown fu11 force and"I �,: effect. , � � �M ,IIIIIi!!Ih ,!llllllllll �II!PII'IpG10!p,P. �I'lllmll9 Iau!rl'!Iq'�III,5,. _ = � �_ I'`'"i llllll"III' .II hill IIlllp;,. :IIII!iVl h l�l IIIII IIII!IUrll,, _ .�_=� � IIII IIIIII ,�hllllli��� :�� ;�. '4Iu,��clIl1 y l III I Ill'IY I ;'r1,;nni1I"IIryiI�IIILIrR,.I'IilllIuli.;il l"llrl!'a �II!'I!;II{IIIIJI'!pII!l IIl�l I!IIIIIIIII IpII;II II 11I1I!lIIIl lIIl h��rR _-_-_�3 �� � �- !IIIIIIIlhI l;pllle!h�I I tma1!I,l!Il,bll1I1,1 1e„I rI.l,Il,,lIlliapllIIlIlIlIII l+,llll'i�IIIIII,III I I;IIV;I!I I!III,IU 1i uI llu,IIh,lllpl lI iI�I�,II,!1 I p�;lll�l,,�I+2I,lII;,0I„I!tlo,.I:ci 09s sll ua _ =SgeBosto Dec ,p, 'nIl = = -= EV o _�; IgIIp�Illllll IlUllf k g�lllfl,ll PIIiU IIIIII,,fiIIIIjIIIiIIU ,Idhllll IIIiIIII'h�lplllhlldi'. o �IIIIIIIIIIIIV'' �>Ii!�r�IIIhUll1111'" �pIIlpM1llhl� mtlllll!I!IiIIIp1I!1 � � :� � � '�Wlllll�lal�,<I �•,Il�lllllplla'u�+�l ��u�l�a�li� ��Il�,iriiitlWll�'"' V.0, C� -an,TreauI,lIIi,pp l>agp,Ilp1bIgI"Il4�'IIG!1I III Q!IIp;IlIII�lIlI!hllI l!lParIlln;,l 11�I'gd l l+l„,l h.l l'lI b,��V..lij�Ild�g�lallIlIlllIll�LlI,,I�II��UlIPI h I.III16iY1l'I���'li p11I11��ll1lI.l�lI 1l I1l1lI'�u 1 I1I1ll)I.'��.�pIg I p1plUI'Ipll�l!1I gh1I1Il l IIIplIplpIIlIIliiVpll,i!I�ll{I lIl�l IiIIIIrlIIuli tIlI!llIIlpIlI lI,I�p ilIg,1III Illill1pI�l�l lIll!aIlpIlllWylpI�lIIlIY!U1I,�L aPIIIIlIII 6IIIIN I11;II 1.i1 Il lI d1I�i1I1dIIlllp;I1,IIl�II gII1lo,I P`�IIlIiIl1 gI1V1l11l1iiIl,lI1,I lI1,:,1iIIpI1l'l I 1I1u 1i 11al l l I��'1I1MtV"I WmqI IuIlIll l IlIlllIIl ��,Il'Ial�lIl l p lll rpp,up,llll l i � CORD_ CERTIFICATE ®F LIABILITY INSURANCE DATE(M 12/29// 0092009 Y) �A PRODUCER (508)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mark Sylvia Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 771 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Dunhill Companies LTD INSURER A: Farm Family Casualty Insurance 776 Main Street INSURER B: Osterville,MA 02655 INSURER C: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS L R P INSURANCE POLICY NUMBER DAT MMI D/YY MM/DD/YY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ CLAIMS MADE OCCUR MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICYF_j PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLALIABILITY I EACH OCCURRENCE $ OCCUR F1 CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WC STATU- I X I OTH- WORKERS COMPENSATION AND 2001 W6512 1/29/2009 1/29/2010 A EMPLOYERS'LIABILITY 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE 1/29/2010 1/29/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ SOO,000 If yes,describe under eS E.L.DISEASE-POLICY LIMIT $ 50D.000 SPECIAL PROVISIONS below y OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Carpentry Charles Crovo,president,is not included in workers compensation coverage. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. _ AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 ACQRDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDfYYYY) PRODUCER (508)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ' dark Sylvia Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771 Main Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Dunhill Companies LTD INSURERA: Farm Family Casualty Insurance 776 Main Street INSURER B: OsteNllle,MA 02655 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICI WI ES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTTHSTANDING 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER DATE(MMIDDIYYIE M/ /YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurence $ CLAIMS MADE F-IOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ JECT POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTYDAMAGE $ (Per accident) AGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WC STATU- I X I OTH- WORKERS COMPENSATION ANDI TQRY LIMITS ER A EMPLOYERS' LIABILITY 2001 W6512 1/29/2009 1/29/2010 ANY PROPRIETOR/PARTNER/EXECUTIVE 1/29/2010 1/29/2011 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below yes E.L.DISEASE-POLICY LIMIT 1$ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Carpentry Charles Crovo,president,is not included in workers compensation coverage. CERTIFICATE HOLDER CANCELLATION (508)548-4290 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Falmouth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN 59 Town Hall Square NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Falmouth,MA 02540 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 I IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I ACORD 25(2001/08) I. ACORR. CERTIFICATE OF LIABILITY INSURANCE DATE(12/29// 0092009 ) PRODUCER (508)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mark Sylvia Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 771 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville MA 02655 INSURERS AFFORDING COVERAGE NAIC#Dunhill Companies LTD INSURED INSURERA: Farm Family Casualty Insurance 776 Main Street INSURER B: Osterville,MA 02655 INSURER C: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS TR POLICY NUMBER AT MI /YY AT / /YY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ CLAIMS MADE OCCUR MED EXP Any one arson $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ [GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JECT PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIREDAUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GAR AGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WC STATU LIMIT X OTH- WORKERS COMPENSATION AND 2001 W6512 1/29/2009 1/29/2010PR A EMPLOYERS'LIABILITY 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE 1/29/2010 1/29/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ SOO,000 If yes,describe under yes E.L.DISEASE-POLICY LIMIT $ 500,000 SPECI AL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Carpentry Charles Crovo,president,is not included in workers compensation coverage. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. _ AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 ACORD CERTIFICATE OF LIABILITY INSURANCE 1 °02/20 2009 PRODUCER , Serial# 103273 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771MAINSTREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR OSTERVILLE,MA 02655 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ; TEL: 508428-0440 FAX: 508.420-9227 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURER A: FARM FAMILY CASUALTY INSURANCE CO DUNHILL COMPANIES LTD INSURER B: 776 MAIN STREET INSURER C: OSTERVILLE, MA 02655 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING AN f 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 POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXP RATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000 000 A X COMMERCIAL GENERAL LIABILITY 2001 L6304 02/01/2009 02/01/2010 DAMAGE y[o RElEa NTED Ce $ 100,000 CLAIMS MADE a OCCUR MED CXP (Anyoneperson) $ 5,000 PERSONAL-8 ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 1,000,000 X POLICY PRO ' LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE-1 H $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN AUTO ONLY: _ AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ _-HDEDUCTIBLE $ RETENTION S $ WORKER'S COMPENSATION AND 2001 W6512 "01/29/2002 01/29/2010 OR sL MIT X ER A EMPLOYERS'LIABILITY EL EACH ACCIDENT S 500 000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? EL DISEASE-EA EMPLOYEE S 500,000 If yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CARPENTRY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF FALMOUTH DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL- DAYS WRITTEN BUILDING DEPT NOTICE TO THE CERTIFICATE HOLIER NAMED TO THE LEFT,8UT FAILURE TO DO SO SHALL 59 TOWN HALL SQUARE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER;ITS AGENTS O� FALMOUTH MA 02540 DEBS REPRESENT MVES. AUTH R D REPRE N IVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 AGORD, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/05/2010 PRODUCER (508)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mark Sylvia Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771 Main Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Dunhill Companies LTD INSURER A: Farm Family Casualty Insurance 776 Main Street INSURER B: Ostervllle,MA 02655 INSURER C: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR INSR TYPE OF INSURANCE POLICY NUMBER / LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE (RENTED PREMISESS Ea occurence) $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ j POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F—ICLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- X OTH- A EMPLOYERS'LIABILITY 2001W6512 1/29/2009 1/29/2010 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE 1/29/2010 1/29/2011 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 500,000 E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below yes E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Carpentry Charles Crovo,president,is not included in workers compensation coverage. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Z/Vls ACORD 25(2001/08) ©ACORD CORPORATION 1988 'IMPORTANT i i i If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. i I ACORD 25(2001/08) ACORQ CERTIFICATE OF LIABILITY INSURANCE DATE(MM 06/12/IDD20/Y0 9 'RODUCER (610)363-7999 FAX (610)363-5231 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Roehrs & Company Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE p Y HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 100, 736 Springdale Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Exton, PA 19341-0100 CPCU, Paula Manley INSURERS AFFORDING COVERAGE NAIC# INSURED BSC Companies, Inc. & Subsidiaries & Affiliat INSURERA: American Casualty (CNA) 20427 15.. Elkins. Street..-.. _- INSURER B:..Conti nental. Casualty (CNA).. 20443 Boston, MA 02127-4300 . INSURERc: Lloyd's Of London INSURERD: National Fire Insurance (CNA) 20478 Fax (617) 896-4301 1 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .NSR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YYYY DATE MMIDDrMY GENERAL LIABILITY 1023283 18 7 01/01/2009 01/01/2010 EACH OCCURRENCE $ 1,000,.000 X COMMERCIAL GENERAL LIABILITY PREMREM R N D PISES Ea occurrence $ 100,0001 CLAIMS MADE FR]OCCUR MED EXP(Any one person) $ 10,0001 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY I 2066519833 01/01/2009 01/01/2010 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS 109 414104-MA-INSURER"D") 01/01/2009 01/01/2010 BODILY INJURY (Per person) $ A SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY $ (Per accident) X NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY CUP913 5208 01/01/2009 01/01/2010 EACH OCCURRENCE $ 2,000,000 OCCUR CLAIMS MADE AGGREGATE $ 2,000,000 B $ RX DEDUCTIBLE $ RETENTION $ 10,00 O1/O12010 X / TOR L $ WORKERS COMPENSATION WC2074634196 01/01/2009 we Y sTAru- O AND EMPLOYERS'LIABILITY IMITS ER YIN E.L.EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIV B OFFICER./MEMBER EXCLUDED? E❑ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER ional Liability E&00870890A09 06/15/2009 06/15/2010 Limit: $2,000,000 OCc/Agg C Profess DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS unhill Companies is named additional insured with respect to General Liability resulting from the ongoing operations of the named insured for the certificate holder. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Dunhill Companies NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: Sue Houst IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 776 Main Street REPRESENTATIVES. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Giles B. Roehrs/DILL ACORD 25(2009/01) FAX: 508.420.9222 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 06/08/2009 10:34 15087907955 OCEANSIDE INSURANCE PAGE 01/02 ACORo CERTIFICATE OF LIABILITY INSURANCE DAT 6/8%2009 MMIDD/YYYY PRODUCER (508)775-0500 FAX: (508)790-7955 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Oceanside Insurance Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HLDER. THISDOES NOT AMED, EXTEND Oceanaxde Insurance Agency Inc ALTER THE COVERAGEICATE AFFORDED BY THE POLICIES BELOW.OR 52 West Mail, Street Hyannis MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURFRA IneCo of The State Of Mayne of Cape Cod, Inc. DBA.: Overhead Door INSURER B; Company of Cape Cod INSURER 0: 50 Joaquim Road IN SURER 0: Ryannis M4 02601 INSURER E; THE POLICIES OF INSURANCE LISTED BEL01N HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REO,UIREMF.NT,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 P T DG rG MITS SHOWN MAY VE B - RE OLICIES. INSRD C D 8 ID IM LM AbD L POLICY EFFECTIVE PauGY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MlODffY DATE MMlDDfYY LIMITS GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY C NDART AG ETO RENTED A S(6e of rmnc. CLAIMS MADE 0OCCUR IVIED EXP(Any ono Parson 6 R A pV N 0 GFNERAI GGR• 7E A GENT AGGREGATE LIMIT APPLIES PER: P OLIO PRO• ,T3•COMPfOP A(�G 9 LO AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Fe ectltlonQ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY(Ph,Person) It HIRED AUTOS NON-OWNED AUTOS BODILY INJURY A (Per accident) PROPERTY DAMAGE (Per accident) o GARAGE LIABILITY AUTO ONLY CA ACCIDENT 0 ApiY AUTO OTHER THAN _E4 6CC A AUTO ONLY: EXCE$$NMBRELLA LIABILITY AGO 0 OCCUR r,LRIMs MADE CH OC%RM A -GGREGATF DEDUCTIBLE a ET•NT ON A WORKERS COMPENSATION AND A EMPLOYERS'LIABILITY CST U- D ANY PROPRIETORIPARTNER/EXECUTIVE Renewal of EACH ACCIDENT 5001,000 ,L. � OFFICER/MEMBER EXCLUDED? E Ilyr.:,tletrl6eunder )VC 6413894 5/28/2005 5/28/2010 LL,DISEASE-CA EMPLOYEE 500,000 —.-SPECIAL PROVISION; Blow OTHER L.D SEAS•-DOLT Y LIMIT ry 500,000 DESCRIPTION OF OPERATION$(LOCATIONSNEHICLE$rEXCLUSIONS ADDED BY 12NCIORSEMENTlSPECIgI.PROVISIONS CERTIFICATE HOLDER CANCELLATION ;508)420-279] St. EXPIRATION ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 776 �Sa3rx Mai Company �,Tb EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 76 06terville, MA 02655 LD DAYS WRITTEN NOTICE TO THE CERTIFICATC HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVI IORD 25(2001108) -- --� 5025(oTo8pae c�ACOR RPORATION 1988 JAN-25-2010 10:38 FAUL DETERS MASHPEE 508477E498 P.001i001 �j CERTIFICATE OF LIABILIW INSUMNCE OF ID LT� J DATE(MM(DO/YYTY)�R.� J•COMC3. 01 22 10 PRooucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO-RIGHTS UPON THE CERTIFICATE Paul Paters In9uranCe Agency HOLDER.THIS CERTIFICATE,DOES NOT AMEND.EXTEND OR 680 Falmouth Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Maahperel MA 02649- Phone: 500-477-0021 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: PILGRIM INSURANCE CO a_ INSURER8: ONESEACON INSURA= MOUP 42650 J s J COnrsreta Foundations Ina INSURERC: AMZRICAN KCM ASSUXiF�21GE PO B x 2375 --- Tastiaket NA02536 INSURER o INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED SELOW HAYS SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOU:RL-N.CNT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH.RESPECT TO WHIC-4 THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TH=TE-RMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED OY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE UIMID DATE MN(DD LIMITS GENERAL LIABILITY EACH OCCURRCNCC $ COMMERCIAL GENERAL LIABILITYI 07 M..I.Ea e:Cu en��I 5 CLAIM&MACE �OCCUR I MCD EXP(Any one Parton) S I I PERSONAL&AOV INJURY I$ GENERALAG©RECATE 3 i GGN'LAGGREGATE LIMIT APPLIES PCR: I PRODUCTS-COMPIOPACO 1 PQUCY El ORO- ECT 7 LOC AUTOMOBILE LIABILITY A ANY AUTO PW10009624012 08/25/09 08/25/10 j(Eaa�COMBINED EL:MIT $ $1,000,000 �C ALL OWNED AUTOS 1E61658 01/04/10 01/04/11 i BODILY INJURY r� SCHEDUL°DAUTOB I(per Damon) $ HIRED AVY05 SOMLY INJURY NON-O`MCD AUTOS I(Per accKfelrt) I$ I PROr'ERT(OAMAGE 3 (Per aeeiddent) I 12ARAfaELIA91LITY ! AUTO ONLY.EAACCIDENT is ANY AUTO � � � EA ACC $ GTHER THAN AUTO OVLY: AGO $ i EXCESSIUMBRELLAIIABILITY i I I EACH OCCURRENCE T• POCCUR CLAIMS MADE I i AGGREGATE E �r j DEDUCTIBLE $ I RETENTION VYORKERS COMPENSATION I o AND EMPLOYERS`LIABILITY Y T P.Y LIMP FF2v _ C I ANY OFFICEOPPIIETORIEXCL'JER/E ECVTIV� WC005622941 01/01/10 01/01/11 CL EACH ACCIDENT S 1000000 DEDWaadatary In NH) E.L.DISEASE.EA FMPI nVFFI S 1000000 II.11es,deavibe under ISFGCAL PROVISIONS oeIOW E.LDISEASE-POLICY LINT s1000000 OTHER i I � I DESCRIPYiON OF OPERATION81 LOCATION91 VEH)CLES(EXCLu010N8 ADDED BY EHDOR8CMFNT/9PECIAL PROVI91ONs CERTIFICATE HOLDER CANCELLATION SHOULDANT OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TH2 EXPIRATION -DIjyN=&j DATP-THEREOP,THE($SUING INSURlB WILL eNDPAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFH:ATE HOLDER NAMEI I TO THE LEFT,BUT PAILUAE TO DO$0 SHALL D=hxll Properties Ltd. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,IY8 AGENTS OR Fax: 508-42 8-0453 REPRESENTATIVES 776 Main St- AUTHORIZEDREPRESENTAT - Oeterville MA 02655 Garry Brtmic l ACORD 25(2009/01) (611989-2009 AC D CORPORATION. All rights rose"Od. The ACORD name and logo are reglsfarod marks dACORO TOTAL P.001 A� CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 09/2/D20 9 PRODUCER R77-q4S-7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RiGH T S UPON i nr_ CERTIFICATE Willis of Tennessee, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 305191 Nashville, TN 37230-5191 INSURERS AFFORDING COVERAGE NAIC# INSURED MAP Installed Building Products INSURERA: Zurich American Insurance Company 16535-005 165 State Rd. INSURERB: Cincinnati Insurance Company' 10677-001 P.O. Box 1309 Sagamore Beach, MA 02562-1309 INSURERC: Steadfast Insurance Company 26357-002 INSURER D: I INSURER E: COVERAGES .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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS TR IN R TYPEOFINSURANCE POLICY NUMB ER DATE MM/DD/YYYY DATE MM/DD/YYYY A X GENERAL LIABILITY GL09139'52703 10/1/2009 10/1/2010 EACHOCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY - - PREMISES(Ea occurence) $ 1,000,000 CLAIMS MADE 50 OCCUR MED EXP(Any one person) $ 10 000' PERSONAL&ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG $ 2 O 00,000 POLICY X JECOT X LOC $ AUTOMOBILE LIABILITY CAA5878127 (AOS) 10/1/2009 10/1/201.0. COMBINED SINGLE LIMIT $ 11 000,000 B X ANYAUTO CAA5878131(NY) 10/l/2009 10/l/2010 dEaaccident) $ ALLOWNEDAUTOS CAA5121545 (CA/NV) 10/1/2009 10/l/2010 BODILYINJURY " $ SCHEDULEDAUTOS (Perperson) , ]{ HIRED AUTOS 'BODILY INJURY X NON-OWNEDAUTOS (Par accident) $. PROPERTY DAMAGE, $ . (Per accident) GAR AGE LIABILITY -AUTO ONLY-EAACCIDENT $ . ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ C EXCESS/UMBRELLA LIABILITY AUC913958003 10/1/2009 10/1/2010 EACHOCCURRENCE $ 10,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 10,000,000 $ DEDUCTIBLE $ RETENTION 1 $ TATU-A WORKERS COMPENSATION WC913952603 10/1/2009 10/1/2010 X ORYLIMITS OEH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVEYa WC913952803 (WI) 10/1/2009 10/1/2010 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1 000 000 B OTHER XS1154851AOS,CA/NV/N 10/1/2009 10/l/2010 Excess Auto $4,000,000. Limit DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Dunhill Companies, LTD is named as Additional Insured as respects to General Liability only as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Dunhill Companies, LTD REPRESENTATIVES. 776 Main Street AU O EDREPRESENTA Osterville, MA 02655 VAMk ACORD 25(2009/01) Coll:2815124 Tpl:980548 Cert:1310 97 ©1988-2009 ORDCORPORATION.Allrightsreserved. The ACORD name and logo are registered marks of ACORD I l ACORD,M CERTIFICATE OF LIABILITY INSURANC 103-30-TE2009A PRODUCER THIS CERTIFICATE IS IS S �D AS A MATTER OF INFORMATION PAYCHEX AGENCY INC ONLY AND CONFERS NO IGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0705 P : ( ) — F : ( ) — ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. \ 13 FARMINGTON AVE INSURERS AFFORDING COVERAGE FARMINGTON CT 06032 INSURED INSURERA:TWln City Fire Ins Co I INSURER B: LEWIS & WELDON CUSTOM CA�INETR Y LLC 1/ INSURER C: 111 AIRPORT RD. �o(!c� INSURER D: HYANNI S MA 02601 ; �` ��� " \�� `W INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION I LIMITS LTR DATE MM/DD/YY DATE MM/DD/VY GENERAL LIABILITY I I EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ CLAIMS MADE U OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ i GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG I S POLICY I I JECI LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC I $ AUTO ONLY: AGG S �EXCESS LIABILITY EACH OCCURRENCE $ � OCCUR u CLAIMS MADE AGGREGATE I $ I $ HDEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X I WC STATU- OTH- TORY LIMITS ER ! R EMPLOYERS'LIABILITY 71 WEG NP 18 0 8 0 5/10/0 9 0 5/10/10 E.L.EACH ACCIDENT 1 $100 , 000 E.L.DISEASE-EA EMPLOYEE 1 $10 0 , 0 0 0 E.L.DISEASE-POLICY LIMIT $5 0 0 , 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Those usual to the Insured' s Operations . Re : Cabinet installation and carpentry. CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE(10 DAYS FOR NON-PAYMENT)TO THE CERTIFICATE Lunhil l HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 776 Main St . REPRESENTATIVES. Osterville, MA 02655 AUTHORI D RE S�TIVE ACORD 25-S (7/97) / 0 ACORD CORPORATION 1988 09 6:51:39 AM PST (GMT-8) FROM: insurancevisions.r_ , om—TO: 15084202791 Page: 2 of 2 ,,. .4CORD® CERTIFICATE E OF LIABILITY INSURANCE DATE(MM/DD/YYYY) PRODUCER KERRY INSURANCE.AGENCY INC THIS CERTIFICATE IS ISSUED AS A MATTER OF /FOR2 009 INFORMATION ION EASTHAM COMMON RTE 6 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NORTH EASTHAM, MA 02651 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR (508)255-8000 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED CRESWELL CONSTRUCTION CO INC INSURERS AFFORDING COVERAGE 195 P NAIc# INE STREET INSURER A: Llbe MUtU81 GrDLI CENTERVILLE MA 02632 INSURERS: INSURER C: INSURER D: COVERAGES NSURER E: 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR OD' GENERAL LIABILITY POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ' LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE DAMAGE TO RENTED $ CLAIMS MADE ❑OCCUR PREMISES fEa occurrence $ MED EXP(Any one Person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY PRO- LOG PRODUCTS-COMPIOP AGG $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT ALL OWNED AUTOS (Ea accident) $ SCHEDULED AUTOS BODILY HIRED AUTOS (Per person)URY $ NON-OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE GARAGE LIABILITY (Per accident) $ ANY AUrO AUTO ONLY-EA ACCIDENT $ OTHER THAN 'EAACC $ EXCESS/UMBRELLA LIABILITY AUTO ONLY: AGG $ OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ -A WORKERS COMPENSATION $ AND EMPLOYE ANY WC1-315-342421-029 4/19/2009 $ ANY PROPRIETOR/PARTNERIEXECUTIVE 4/19/2010 �/ WC STATU- OTH- OFFICER/MEMBER F�CCLUDED? TO (Mandatory In NH) E.L EACH ACCIDENT If yes,describe under $ 500000 SPECIAL PROVISIONS below E.L DISEASE-EA EMPLOYE $OTHER 500000 E.L DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS The workers'compensation policy provides coverage only for the state of MA as noted in section 3A of the policy CERTIFICATE HOLDER CANCELLATION L COMPANY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 776 MAIN THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DATE TH76 MN STREET DAYS WRITTEN OSTERVILLE MA 02655 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2009/01) Jeff Eldridge . CFRT NO.: 5584705 CLIENT CODE: 1364017 D=b 0= ©1988-2009 ACORD CORPORATION. All rights reserved. sochemont 8/19/2009 6:49:31 AM Fag. 1 of 1 AC-ORD CERTIFICATE OF LIABILIT r INSURANCE 8iioi2o 0 PRODUCER (617)471-1220 FAX: (617)479-5147 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Amity Insurance en Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE y Agency,� HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 500 Victory Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Marina Bay North Quincy MA 02171 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Republic Franklin 12475 Dan Maybruck Plumbing and Heating, Inc. INSURERB:Utica Mutual Insurance Co 9 Herring Pond Road INSURERc:AmTrust North America INSURER D: Plymouth MA 02360 INSURER E: OVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD GENERAL LIABILITY EACH OCCURRENCE s 1,000,.000 X COMMERCIAL GENERAL LIABILITY PREM SES(Ea occcurrence) $ 500,000 A CLAIMS MADE FX OCCUR 4065621 8/15/2009 8/15/2010 MEDEXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PR 7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) s 1,000,000 A ALL OWNED AUTOS 4067174 8/15/2009 8/15/2010 BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 3,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 3,000,000 S B DEDUCTIBLE 4065621 8/15/2009 8/15/2010 S RETENTION $ LIMIWORKERS COMPENSATION AND X WC STATU- OTH- TS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE TWC3204430 6/21/2009 6/21/2010 E.L.EACH ACCIDENT $ 500,000 C OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS If agreed upon in a written contract or agreement, the certificate holder is included as an additional insured for general liability, but only with respect to the operations of the named insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Dunhill Companies, LTD EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Attn: Charles Crovo 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 776 Main Street FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Osterville, MA 02655 INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Frank Griffin/FG ACORD 25(2001108) ©ACORD CORPORATION 1988 INS025(010e).0ea Page 1 of 2 JUrJ 7'2 09 16:30 Fro(n:rlCSHEA 5034209011 To:5084280453 P,i/1 CERTIFICATE OF LIABILITY INSURANCE =[)ATE(M11WDONYW) PRODU THIS CERTIFICATE 13 138UE0 AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON 'THE CERTIFICATE I Mob ea n®urance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 749 Ma Street, Suite#H ALTER THE COVERAGE AFFORDED BY THE POLICIES SELOVY. .05t _ Ville, Ma. 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED J & J Concrete Foundations, Inc. I IN$URLKA, Travelera Ins Co. __.. INSURER B P.O. Box 2375 INSURER C Teaticket, NSA 02536 INSURER INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVIL UGGN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.N0)'WITH5TANDING ANY REQUIREMENT,TERM OR GONVITIVN UP ANY CONTRACT OR OTHER DOCUMENI WIIH KtSPtCT TO WHICH THIS CERTIPI(;ATE MAY BE ISSUED UK MAY PERTAIN,THE INSURANCE APPOADED BY THE POLICIES DtSCKIU:O HEREIN IS SUBJECT TO Al I_THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH i POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE RF.F_N REDUCED BY PAID CLAIMS. ! I hhtl.INt (LICYF:XP)R1ITION' LTR NSRD POLICY NUMBER I DATF'MMronIYv LIMITS GENERAL LIABILITY EACH OUGUKKENCE 3 1,OO 0,00 D 1 DAMAGE-T - —_5O 0•O Q�_ _}( G(muAr_Nrtgl GENERAL LIADILI'.Y PRGh11SES Ea occur®ncM $ —I CLAIMS IMF Ex MEO CXP(Anyone pmaon) E 10,000. j A 6892N778 06/16/09 06/16/10 PCRSONAL&AUVINJURY 3 _l., 000 000 GENERAL AC-C-RE5ATG a 2, 000.0 130 CENL AGGREGATE LIMIT APPLIES PFR rRODUCT COMP/OP AGG S 2 000 p 0 POLICY PRO- ,IF T LUG AUT061001LE LIABIUTY COAIDINED SINGLE LIAAI'I S ANY..W10 (�B tux,4ont) I ALL OWNED AUTOS { Rgn,LY INJURY 3 II SCHEDULED AUTOS (Per poison) HIRGOAUYOS DODILYINJURY NON-OWNCOAUTOS j Pei uraidnntj 3 PROPERTY DAMAGE i (Per ecciuent) GARAGE LIAAII ITY AUTO ONLY ; ANY MAO I I EA ACC $^ OTHtK'I'HAN AUTOONLY: EXCESSMMORCLLA LIABILITY EACH OCCURRSNCS i S OCCUR �I CLAIMSMAOE I AGGRPCdTE ;6 H DEDUCTIBLE RETENTION S WORKCRSCOMPE"AIIONANU v IMITR gF� _ EMPLOYERS LIABILITY ACCIDENT 9 ANYK'ROFHICIORlPARTNSRrS�Y.ECUTII'r E.L EACFI OFFICEPIMEMYER EXCLU0171111 F.I. nISPASE-EA EMPLOY[ 3 !f oa,deecr�Wndt! --' 3 ECIAL PROVISIONS Wow h 1. 01SEASE.POLICY LIMIT S OTHF_R DESCRIPTION OFOPENA IONS 11.O4ATICNSI VEHICLES I EXCLUSIONS ADDED DYENDORSCMCNTIfiPPI-nc PNOVIl;ION3 Certificate holder as additional insured ! CERTIFICATE FOOLQER CANCELLATION RHOUt 11 ANY OF THE ABOVC OCOCRIO90 POLICIES bE CAN(;fLLED BEFORE TI IC GXPIRAI1014 Dunhill76Mai Companies I,TI1 UATI:THEREOF,THF. ISSUING IN$URCR WILL EENDF4VUR TO MAD 10 DAYS WRirrCN 7�S vain Street --- NOTIOP TO IHI-(;FHT'IFICATE HOLDER NAMED TO TII[LEFT,HUr FAILURE TO DO 00 WALL batarvil le, ► 026 rj5 IMPOSE NO OBLIGM)ON OH LIABILITY or ANY KIND UPON THE INSURFR,ITS AC ENYS OR REPRCSCNTATIVES. -' o�,7'- -t-J AVTIIORI�CO 61' tSEN'1'ATIVE ACORD2612001108) 7 OACORD CORPORATION 1988_ 3'DATE MM:DU::::i::::i::i::i a / Imp .::C.�:R.:..:::.:�.:��1T:E:fly..�:N:S:U:R�►N:CE :::::::::::::::::: : ......:::::::::::::.:: ::::.:: :::::::::: 6-22— 9 O O ...................................................................................................................................... UED:.AS:..A'.MATTER OF INFORMATION ::.. >:.ICTE IS ISSUED THIS CERTIFICATE PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ROBERT E BOUCHIE JR INS HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 BOX 400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE CATAUMET MA 02534 COMPANY 29GBM A TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA INSURED COMPANY CARPENTRY UNLIMITED INC B 50 PLUM STREET COMPANY WEST BARNSTABLE MA 02668 C COMPANY D .......................................................................::::.::.:::::::.::..:::.:::............::::::::::::::::..............................................................................::.::::::::..:::::.:.::::::.:::::::............................ ::::::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::•::::.::::::::::: .............::::::::::::::::::::•::::::::::::::::::::::::::::::::::::::::::::::............::.....:.:........................................... 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. CO POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER LIMITS LTR DATE(MM\DD\YY) DATE(MM\DD\YV) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE a OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. $ EACH OCCURRENCE FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON•OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY.EA ACCIDENT $ .................................... ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM A WORKER'S COMPENSATION AND STATUTORY LIMITS :::::z:'#::::: EMPLOYER'SLIABILITY (7P.JU6-0160N04-6-09) 02-21-09 02-21-10 EACH ACCIDENT $ THE PROPRIETOR/ INCL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: El EXCL DISEASE-EACH EMPLOYEE $ 1 000 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. ........................::.::.:.::..:..... :::::::::::::.:.::::::::::::::::::,:::::::::::::.::::::.::.:::::::::::::..::::::::::.::.:::::.::::::::::::::::::::::: :.:::::::::::::::..:::::::::::::::::.::. C:ERTIE:ICATE::H:E1I DE:::::>:: ......:....::::>::::........:....::::<::..........:............:»......:::::>::::>::::>s::::>::::>::::«:::>:::::<:::::::....:;.::: ... .::::::: ; .. .............CANCEL I ATI.tJ..::;:.;;;:.;:.;:.;:.:<.::.::.::.::.::.::.::.::.::.::.;:.;:.::.::.::.;:.;:.;:.:;.;:.:;<.;»:.;: .: .......::::::::::::::::::::::::::::::::.:::::: :: ::::::•:::::•::::::::::.:::::::::::::::::::::::.:•.. .... ............................................................................................. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE DUNHILL COMPANIES LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 776 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. OSTEVILLE MA 02655 AUTHORIZED REPRESENTATIVE 9 93. :::::::::.::::::::::::::::::::::::::::::::::::::::::.:...............:....:.:................................:.............................................. ACQ�iD.;CO.FPQfi�4 ia:.:.:.:........::::: „ r Town of B arwtable Regulatory Services Thomas F. GeOer,D.ixector , • �qp lasg: 0� Building Division r�o�• Thomas Perry, CBO,Building Coxnxnissioner 200 Main.Street, Hya'iams,MA: 0260 1- www.town.banu-table.ma.us • r Fax: 508-790-6230 'Office( 508-862-4038 PLAN REVIEW Map/Parcel: . D 1 CI) Owner: �� Sz Builder: / ” IV t-f I Project Address 33 C uRY _. -- _ _ The following iterxrs were noted on reviewing: 2 n2- WIPJAows 4t." 4AVE L XT�1e10.9- L� R Y/d Co E�. 3 /V E—n•ri.v-� t AG�- s�.e s o . S -- �s G C 1 w 6 Reviewed by: , Date: a�� (P// a f • J ' REScheck Software Version 4.3.0 Compliance Certificate CNJ( Project Title: Additions & Renovations Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 339 Church Street The Dunhill Companies ERT Architects,Inc. Barnstable,MA 02630 947 Route 6A,Suite 8 Yarmouth Port,MA 02675 508-362-8883 Compliance: Compliance: Maximum UA:380 Your UA:365 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1718 30.0 0.0 57 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 516 30.0 0.0 17 Wall 1:Wood Frame, 16"o.c. 2590 19.0 0.0 137 Window 1:Wood Frame:Double Pane 243 0.320 78 Door 1:Solid 20 0.086 2 Door 2:Glass 44 0.032 1 Ceiling 1:Flat Ceiling or Scissor Truss 2072 30.0 0.0 73 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 des ne eet the 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements liste a Inspection Checklist. 011 UAW Mod,1 *r- 8& • Name-Title ig Date Project Title:Additions&Renovations Report date: 12/21/09 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2008\2008 PROJECTS\320808-DUNHILL\Dun hill.rck Page 1 of 3 CREScheck Software Version 4.3.0 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.086 Comments: ❑ Door 2:Glass,U-factor:0.032 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Project Title:Additions&Renovations Report date: 12/21/09 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2008\2008 PROJECTS\320808-DUNHILL\Dunhill.rck Page 2 of 3 i ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Cl Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Cj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Cj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:Additions&Renovations Report date: 12/21/09 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2008\2008 PROJECTS\320808-DUNHILL\Dunhill.rck Page 3 of 3 r 2006 IECC Energy Efficiency Certificate Insulation Rating R-Value', Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC- Window 0.32 Door 0.03 NA Cooling Water Heater: Name: Date: Comments: l 11/04/2008 15:18 5088889609 MAP INSULATION PAGE 01/04 REScheck Software Version 4.1.4 Compliance Certificate Project Title: DUNHILL COS. Report Date:11/04/08 Data filename:Untitled.rck Energy Coda: 2000 IECC Location; Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Healing Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 339 CHURCH ST BARNSTABLE,MA NOW 1001111 Compliance:25.6%Better Than Code Maximum UA:796 Your UA;592 Gross Cavity v Ass�mbly Area or, .. Perimeter Ceiling 1:Flat Coiling or Scissor Truss 2450 30.0 0.0 e6 Wall 1:Wood Frame,16"o.c. 3670 13.0 0.0 271 Window 1:Wood Frama:Double Pane 344 0.330 114 Door 1:Solid 21 0,280 5 Floor 1:All-Wood Joistl,rusa:Over Unconditioned Space 2450 19.0 0.0 115 Furnace 1:Forced Hot Air 95 AFUE Compliance Slatertrent; .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 designod to meet the 2000 IECC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Name•Title Signature Date ` Project Title:OUNHILL COS. Report date: 11/04108 Data rdename: Untitled.rck Page 1 of 4 11/04/2008 15: 16 5088889609 MAP INSULATION PAGE 02/04 REScheck Software Version 4.1.4 Inspection Checklist Date:11104/08 Collings: 0 Calling 1:Flat Cei:ing or Scisscr Truss,R-30.0 cavity Insulation Comments: Above-Grade walls: O Well 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: 0 Window 1:Wood Frerne:Double Pane,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes,.,._Frame Type Thermal Break?—Yes No Comments: Doors: ❑ Door 1:Solid.U-Factor.0.280 Comments: Floors. ❑ Floor 1:All-Wood Jolal/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:95 AFUE or higher Make and Model Number: Air Leakage: fJ Joints,penatralons,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0,5'clearance from rombustibie materials.If non-IC rated,fixtures are inatalled with a$"clearance from insulation, Vapor Retarder. ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors, Materials Identification: © Materials and equipment are installed in accordance with the manufacturer's Installation Instructions. �j Materials and equipment are identified so that compliance Dan be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Q Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's Instructions,In substantial contact with the surface being insulated,and in a manner that achieves the rated 14-value without compressing the insulation, Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-13.5. Duct Construction: All joints,Seams,and connections am securely fastened with welds,pasksts,mastics(adhesives),mastic-plus•embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Project Title: DUNHILL COS, Roport date: 11104/08 Data Manama: Untitied.eck I Page 2 of 4 11/04/2009 15:18 5088889609 MAP INSULATION PAGE 03/04 Continuously welded and locking-type longitudinal joints and seams on ducts operating at!ess than 2 ln.w.g.(500 Pay 0 The HVAC system provices a means for balancing air and water systeme.. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially re3trict cr shut off the heating andlor cooling input to each zone or floor is provided, Service Water Heating: Water heaters with vertical pipe risers have a neat trap Cr)both the inlet and outlet unless the water heater has an intecral heat trap or is part of a circulating system, 0 Circulating hot water pipes are inautated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from nan-depletable sources.Pool pump;have o time clock. Heating and Cooling Piping Insulation: C] HVAC piping canveying fluids above 105 degrees F or chliled fluids below 55 degrees F are Insulated to the levels in Tablo 2 Project TiBe;OUNHILL COS. Repon date: 1110408 Data Manama: Unblied.rek Page 3 of 4 11/04/2008 15:18 5088889609 MAP INSULATION PAGE 04/04 Table 9: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25' 1 5"to 20, Over 2" Temperature('F) 1 5 2.0 1 0.5 1.0 140.169 0.5 015 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sixes Fluid Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Piping System Types Ran a ff) Heating Systems Low PressurelTemperature 201.250 1.0 1,5 1.5 2.0 Law Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant ant 40.55 0.5 0.5 0.75 1.0 Brine Se:ow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD;(Building Department Use Only) l it { Project Title: DUNHILL COS. •Report date: 11/04108 Data filename: Untltled.rck Page 4 of 4 THE Barnstable Old Kings Highway Historic District Committee ° 200 Main Street, Hyannis, MA 02601;TEL: 508-862-4787 Fax 508-862-4784 Y MA-M a �p 1639. `gym rEDMA<� APPLICATION, CERTIFICATE OF APPROPRIATEN16SS Application is hereby made, with four(4)complete sets, for the issuance of a Certificate of Appropriateness unp Section- UP Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, dr2nngs,orb photographs accompanying this application for: Check all categories that apply; 1. Building construction: D<New ❑ Addition Alteration 2. Type of Building: House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ 0t1W w 3. Exterior Painting, roof , new roof ❑ color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: t /Lt� !.�'v' Address of proposed work: House# J`� Uvr c� 5fi;Street: . ,jt�,%�� �.�.. Village 1��.-r`5Y ca-� _ Assessors Map Lot# r Xy-C� l */O Description of Proposed Work: Give particulars of work to be done: +-7f C��i�b r;V .r'.l�u.J �� =U�''� �✓j'.�-�' '�/O / ..J. `i6 t 5'Fc�—�a%L� G'APG_`� in Agent or Contractor(print): - LhA,-lzj Cro-,J Telephone#: 7 4 - J S0 i S_cX' YZO W Address: 776 th ( i!� M (o ff Contractor/Agent' signature: NOTE All applications inust s fined by the current owner Owner(print): ��-�,.�, Telephone#: <A Slo D `" L3 7 Owners mailing address: ' iAve,. Owner's signature: For committee use only. This Certificate is hereby A-PPROVP Date Members signatures t$a`rg��'ay tP 1 7 2008 TOVA OF BARN STABLE An n itions of a ro 1: x i� � HISTORIC PRESERVATION 1 Q:IGMD-Groups101d Kings HighwaylOKHNew AppIOKH Cert Appropriateness 07.doc Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type: (Max. 18" exposed) (material-brick/cement, other) Siding Type � � material: W i�fj 6Z,1 Color: A Chimney Material: Qf Color: Roof Material: (make & style) Lof[+ S I &IS Color: Trim material Color: Roof Pitch: (7/12 minimum) lZ'/ l a+� I\Qi:+J =SL6 c. Window: (make/model) �b0il5naterial_tli�ti 1.4.,j color Size(s): TO zA q Z. 1. 710 f! L11Z1 -rW Zq4b AW�f /IjZq 3Z � } / s Door style and make:ft►�ll. , �Q� 5�� I � ('y�jt) erial °n` t SColor: (tJhi a-t. Garage Door, Style S&j-iG Size y070 Material vow 64awi.LColor Qkii-e- Shutter Type/Material: Color: Gutter Type/Material: A-6&,► Avw` -�-&C+VUA avt4-t- Color: i�lVvia-y Decks: material Size Color: ' Skylight, type/make/modeU: o material Color: Size: Sign size: Type/Materials: Color: Fence Type(max 6' ) Style , material: Color: Retaining wall: Material: X Lighting, freestanding ot.,E GL on building ga,m. S '&4vzi6mlinating sign Please provide samples of paint colors and manufacturers brochure of style of windows, doors, garage door, fences, lamp posts etc ADDITIONAL INFORMATION: are T0w%1 vt 0%Old KMi4's Highway Signed: (plan preparer) print name Comm'ltee tel.no. (�o4 ji,7-- Location of application: Street no. 33 Street U U Village 2 Q:IGMD-Groups101d Kings Highway10KHNew AppIOKH Cert Appropriateness 07.doc F Town of Barnstable °tc.T"E'°'+� Regulatory Services Thomas F. Geiler,Director ' H" MASS. Building Division y ass. � i639• OJ�p 9. a Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINVIN UIRY REPOR Date Rec'd by: Complaint Name: Map/Parcel Location Address.-Z:3 Originator Name: a. Street: Street: % Village: State: Zip:. Telephone: r Complaint Description', V a 1 FOR OFFICE USE ONLY Inspector's Action/Comments Date: '7/Os-/ Inspector: AA -5-4e- �t-s-A L,aYAS C&A IrN� ►J D- �oN.�.O he�P. I�OC�.c� �n0.s �Oeeh re s Ur4.c r-e-c. t,. �� s ty w�uet.,u L i f-4s Q;: �l�G1Ct✓TI tz(S L43A-m-k I "•f DA- Additional Info.Attached IC-ToQel�Nt'CY 1 JFE �tt,t fA1, .4t o'ey lts Town of Barnstable Geographic Information System July 5, 2011 X 53.22 X 49.3 X 51.96 X 63.76 6� X 55.14 X 53.21 O X 48.66 >067.57 3 5 F et a 60 � I DISCLAIMERS:This ma s or planning . It is not ad uale far legal Map:153 Parcel:010 a p i f l in p g purposes only. � �boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:PRADA,TODD F Total Assessed Value:$204700 Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map N .E are only graphic representations of Assessors tax parcels. They are not true property Co-Owner: Acreage:1.00 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:339 CHURCH STREET such as building locations. Buffer l L � r jTown of Barnstable Regulatory Services Richard V.Scali,Director 'V�O * �xsreat.E, M^E Building Division TO D �'�� F�°T ze39. �m Paul Roma Building Commissioner yqVOF ?016 200 Main Street, Hyannis,MA 0260*1 Bq www.town.barnstable.ma.us RNSjgeZ F Office: 508-862-4038 Fax: 508-7 0-6230 COMPLAINT/INOUIRY REPORT Date: 161 7 Rec'd by: Complaint Name: (��/l,�,Jc�,,v� Map/Parcel Location Address: Originator Name:„/ Street: 3 !2c) r(U M S�� Village: State: Zip: OA&G I Telephone: 6�9— 2 V3 Complaint Description: � L J /1 o:3 3! ' 1ST �a/4_S (3t4,l L'r "QC) a,✓ w ��2 ,! f /V `r j1-1 S'c FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: S7717 Additional Info.Attached Q:forms:complaint Revised:07/18/16 r PERNIIT SET: 12.22.09 ERT- HDU2-SDS 2.5 W/5/8•DIA. ALL THREAD ROD HOLDOWN. BASEMENT NOTES: PRECAST CONC. I OUTUNE OF 1.MAIN FOUNDATION MALLS TO BE RO•POURED CONC.W/2005 TOP �p r�t�TT�.rr.op�/�N�}•p ��TT BULKHEAD NEW DECK ABOVE A BOTTOM BARS R VERT.BARS o P-9"O.C. - ARCJC1111G.,•.S ll`RC• q ; 4 HDU4-SDS 2.5 W/5/8.DIA. ALL THREAD ROD HOLDOWN. REST FOUNDATION ON 10'X20•STRIP FOOTING. a—OUTUNE OF •I PROVIDE]0 Horaj.SATs coNnNuouS IN SnnP FOOTING w/ ' NEW DECK ABOVE A.3 5 SDS 2 5 W/5/8.DIA. ALL THREAD ROU HOEDOWN KEYWAT. S W^%Ir ANOIOR BOLTS O 4'-IT O.C.MAX. ARC @Dr=MR>L1�a�08MU3 W S/8.DIA A.B.04'-0.D.C.' j �- # - 2 ALL1FauND6'"%fn0°N•CAP wB[�20 3S i•t BOL1Sxt a- 1 3/4• I MIN.2 PER WALL SEGMENTS ! ___________________________ 5_j_________________________________�_- + - R ROD DOUBLE NUT WASHER tl�t lr SLABS. • © HOU ._ _ _ _ .. #5[B•DIA.%3' 0• ALL THREAD W/ BLL ', 50"is [AN w0Co0LI•ST 60TTRb 3l448•% so�t K�t ______________________________ _________________-_____ TSET IN CONCRETEOFF O. 5 ---------------------------------------------------------------- — po m 30 - 't 1 DOUBLE BOOR JOISTS UNDER ALL PARALLEL PARTITIONS r w aQns ' i 4.OUST JOINTS TO BE 4•POURED BEAM ON COMPACTED FlLL. i__________________________________ ____ __i • •, CUT JOINTS ALONG WALLS AND BEAM COLUMN ONES M PRO nR VIDE/5 R I S . 12•O.C. VENT IN MAIN \' S. CONTRACTOR TO PROVIDE BASEMENT vENTLATION AS fog PROVIDE g5 REBARS 0 •I N TO FROST WALLS WALLS.TOTTP.IE ' REQUIRED By CODE(MR+DOwS OR MECHANICAL) 12.O.C.VERT IN MAIN CONTRACTOR SHALL •R CONNECTION WHERE POUR 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN WWIY,EATNIOU/ECIS.CW FOUNDATION WALLS TO TIE ,O MAINTAIN 48•MINIMUM IS NOT CONTINUOUS. 4'-0"MINIMUM COVER IN TO FROST WALLS. TYP. iO FOOTING COVERAGE 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. : ' CONNECTION WIiFJtE POUR ® I ' DROP TOP OF WALL CpS WINGS FOR LOCATIONS OF ALL STRUCTURAL DR STRUC TURAL•12 AT DOOR OPENINGS ' ' &SEE SUAL AAL IS NOT CONTINUOUS. x , A ' , , , HOUSE MOVE W/ __________ _ _____. BP I ' BACKFlLL W CLEAN I 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR Of ANY WSSMG. ADDITIONS&RENOVATTONS / I INCORRECT,OR OUESTIONAS E DIM ENSONS NOT BROUGHT TO THE ATTENTION COMPACTED FILL FOR I i O'THE AROIIIECT BECOME THE RESPONSIBILITY ac THE CONTRACTOR. CUP ANGLES ___________________ , N / W 2 L4•%451*DIA. i GARAGE SLAB W 205/A'DIa. 0 88iT5 EA. oL DUNHILL (TOTAL 6 ears) I 14'-6' 14'-6• 13•-0• 12'-10• S ti __—_____ GARAGE FOUNDATION: /// G 8• W/20/5 TOP&BOTTOM BAR. 4 COMPANIES,LTD. 5/8•DIAL ROD -�-- !REST FOUNDATION ON 20•X10• STRIP FOOTING. •I TO SHARE P -I a O ® j PROVIDE 3"5 HOR17 BARS COAT.IN STRIP q•8 , FOOTING r ! b FOOTING W/KEYWAY.LAP TOP BS BARS TO ...............__ W8%24 DROPPED14 STEEL BEAN ABOVE Wd%24 DROPPED STEEL BEAM ABOVE •, j MAIN WALL BARS.PROVIDE TRANSITION IN. 20 5 8 ANCHOR BOLTS N 339 CHURCH STREET -'-'-'-'-'- - j REINFORCING A#5 HORN.BARS SPACED / I 1 I VENT.0:12'O.C.PROVIDE 5/8•Xt6'.,ANCHOR PER WALL SEGMENT S EVIEWED _____ __ _� H a i BOLTS O 4'-0.O.C.MAX.-J M E D BP -----_ --To 36•X36•X72• 5 ONE OF 0 I ONC. SLAB FTG. PITCH 1 8•PER FOOT NDAT UNFINISHED C I ' HSS 3 1 2•%3 1 2•X1/4•W m i TOWARDS DOORS WALL B P 1/2%6 10 C &BASE 0 ' ' 48•k48-%12•FOOTING W/SOpS BASEMENT ' EACH WAY 3.OFF BOTTOM. Li I� ' ' ' -- -, ; DOUBLE JOISTS UNDER p --.-P----- -------- I ; PROVIDE q5 RWARS O -- BA �pLE BULL m, - - 12.O.C. VERT B MAIN TAB ALL PARALLEL PARTITIONS m A; FOUNDATION WALLS TO TIE 1' DIN DEPT. D TV IN TO FROST WALLS. TYP. i_..... CONNECTIONNOT CONTINUOUS.OUR n 1 - 3 EXTERIOR WALL i : •I : e ' i UP A. A. i I i•jI I 1 3/4• B D� F _ - ------------------ - A.3 MEAT r/ \ li LATE ________________________________________________ W __________ _ __ _ ________________________ ___+____ _________� ## , 4 5 I I II - ---------------------------------- - --------- _D E DEPART C4164RED F R PERMITTING ----------------- - --------------- + eT - •--------------- - - -- ; , B, .� 6 `_ C DETAIL 9w ARO4,EG SN I STAIR•ID Spit•IIAE G Y•a¢0 AS'FEIWWT ST OP•[GHSRtlJCT011 gl•. - - - -- - ; 36"DIAM.CORRUGATED _-______________ ______' DEf CARBON MONOXIDE ALARM O GALVANIZED STEEL PROVIDE 12•SLAB FOOTING FOR ^� ,' C MUST BE INSTALLED PER _ ,� Io09 THE IDEAS.CRR NG TtE.OESCHS AID --------------- •• •rm AREAWAY W GRAVEL - - _ BRICK STEP. INCLUDE 94 I BED. TYPICAL PROVIDE 12 SLAB FOOTING FOR REBARS O 12.O.C. TO •lE TttTT3HY.ANE 'BT AND itplAM THE I+ROFtnn / FUCK STEP. INCLUDE/4 IN TO FOUNDATION. h MASSACHUSETTS BUILDING C OF ��� .T REBARS 0 12.O.C. TO TIE HDU HOLD O ff uluzm Br wT RRRSON.mW.DR mRORAnoN • IN TO•FOUNDAnON. _ - '� R FOR MY v THE MEPTFIRM LWTHA SPECIFIC WWRcp 77��� •- REELECTS A T-V INCREASE EXISTING I M P O R U I R E D FOUNDATION PLJClI�I D FOOTPRINT.SEE EXISTING , T%,2016•D.G. �! GJEC A CONDINT.S PLANS !�, A.3 STATE BUILD N RAWEs4gEQ111�3 THE U GRADING OF r R zx6 � e DIA. ALL THREA SMOKE DET O�$ISFOW THE ENTIRE DW LLING WHEN ROUGH STEEL FLANGE ONE OR MOR LEEPING AREAS ARE ADDED OR CREATED. STEEL BEAM � � 4 NOTE: A S P RATE PERMIT IS REQUIR D FOR THE 20 5/8•DIA.J-BOL D T`--. INSTALLATIO F SMOKE DETECTORS-TH ELECTRICAL STEEL To POCKET B r PERMIT DOE OT SATISFY THIS REQUIRE ENT. A SECTION SECTION ♦ , PERMIT SET: 12.22.09 U - PROGRESS SET HSS 3 1/2•X3 1 2•X1/4"W DO NOT BACKFILL WALL Y ! Na stAIL aJA Rr�� � PRICING _ P 1/2X6k10 CA�&BASE UNTIL CONCRETE HAS t„; w NAnnw,umanXmm wµuAR sms rW¢aF OAT.!u PRO X ATTAINED 7 DAY STRENGTH Y 48. 48•%12•FOOTING W/5 TYPICAL WALL NOTE •._.:; 6 NIL POLY VAPOR BARRIER IP•I•Ixar•tx RR ar N•Tw.i.Bm.Wwrzn 7Y AND BOTH TOP k BOTTOMrT1 i-'.__ ra MY r moms Famnm Ac OcaaTo®. EACH WAY 3.OFF BOTTOM. 1=1 .II I I COORO.DIM.w OF WALL ARE PROPERLYI !;:-, / ,�• PA; SEWRED. !"-' II 5 8•DIAM. 1T•GALV. ANCHOR R~�'� 6•COMPACTED FlLL DOOR LOCATION 7[[7 ';RI. / 20 q5 REBAR /5 VERTICAL BARS 018.Oi6'1-��!! BOLT O 4'-0•D.C. 'T `� 6•APRON,THICKEN TO B• I �•O EXISTING 1ST FLR EXT. WALL ' '�� 4•CONCRETE SLAB 6 MIL POLY !-='i!-I II.. O DOOR OPENING 1 -GARAGE DOOR A 10•POURED CONC.WALL'—`"- a 202X6 P.T.SILL I \� VAPOR BARRIER -i L-`II U 4-CONC. SLAB I 1 1/2-XI 1/2-XI/4- FOOTING CONCRETE FOOTING PLACE 20J5 BARS O TOP_IkI TI�- U SILL SEALER Y� I I GALV.ANGLE W/4 M & 'w t_._..,:. I ANCHORS O 3'-0'� -�•- BASE PLATE OF WALL AROUND ALL:_._._.<�!_._I II. N.T.S. A • DOOR•WINDOW,AND OTHER """ I I O.C.MAX. WALL OPENINGS. ii--'IIII`.: II 6•COMPACTED FILL __ __t;t' •�., :II F.O.F. 1 I CARRY OAMPROOFlNG I"-I!'i='-I _ •N FINISH GRADE: FILL t TAMP -\ - OVER TOP FOUNDFORA . SLOPE.5'AROUND I 61y rJ III! EXISTING 2%12 FRAMING — TION. r. .O• ' ''4•CONC.SLA81..r ��� '•. + ATI C,QL It 1/4%3%3 WASHER _ 2X4 KEYWA ..._- IIII-1 II=1It. I — �• •'( 3 O 5 REB ARS. T. X P.T. 14 - - - - 2%4 KEYWAY. 202 6 T 5f O• SCALE t - I ISTM WA (TYPICAL) IIII—IIII III _ B YS .:,i . - — — — SILL SEALER - f!�_'�''i`' '!- -:uj! ,!.? 30 e5 REBARS,CONT. _ 0' .. (� :.(!:_ NNII=1111=IIII =111-ti11_ ( I = __ ___ __ ____ ____ =I _ —!ii=!! _IIII=IIII= - _ = = II-11 5/8•DIAM.12•GALV.ANCHOR ..II I..`: __ _1! ._-.I,, - _ % 0 1 2 4 B !! CC CCCC_ .! .. I,•"? ::. !.._ 2X4 KEYWAY �{UU - 2 O 5 REBARS,CONT. // j BOLT O 4'-0.O.C. MAINTAIN MIN.OF 48• L..::::;I i�l!, 1=III= _ —- IIII= B •:.:\�:� ��\. FOOTING COVERAGE III .,I I!tl. j 30#5 CONi.B _ - - - - 6'COMP:FlLI�a ',. _ `/ /�// // UNLESS OTHERWISE NOTED. III_: {il: — — — - II IIII III II I—! !—! — —!i l— -!!.-._!!! !L_._ :!:.:....I;1.:=:_;:__::Ijlj_.. i_:-11.•-.111_.,II_..�I—IIIL__...Lz !, h....::.:._._I: ...,!:!.....:_i:,l.......: — SHEET NO. 5 VERT.BARS - --;itlN_ !!I-_ _:!:-!!:!.__I:;--.III__jI..-illytla!I: FOOTING TO BEAR ON !:!--! :_-I!!1 ,i =::_I•_._ - =I I=11 \ \ \ \ \ \ \ \ \ \ \ -I ::.-.!!II III-i;i= !:•�'i SOT.OF FOOTIN IIII=1�11 .. O . .O O ...11=IIII I \/\\/\\/\\/\\/\\/\\ \/�\/�\�\\\\ .-111I I:II 11.-...I:!I.iiT=L:!� UNDISTURBED SOL u!- IIII:...: .!.- _-: ._r"i'= - - - _ ./\/\/\/\/\/\/\/\/ A.O ,. --_., _ 7:!!-I:: -_ I_I _ 1 4 BELOW GRADE- // // // // / / 20 q5 REBARS.CONT. 11•!:__:.III-.-!i!!-:=1!!i::_::_Il il:::-:::! :-.':...:!: ELEVATION T.B.O. I�Iili-l!i.-!ili.=IIII- I =_ :-111--11!i:= - 11- ' ' IIII-IIII //\ ._.._.. ....._: _.._ !!-::::^ .:......_! ..__.. :._-.. :..-.... _::: ::�_. ::::-_:.:: - ,::....-: MINIMUM. - - \ \ \ \ \ \ \ \ k AROUND ALL OPENINGS r !!r:r:: li:.-- i�Tiiri' ::...... ! ,_._. ---: —::: !Ii.::':_�-::::�_ : - — — — — 11=11 �\\,�\\,��,�\\,�\\,��,�\\,� �\,�\,�\' FOUNDATION PLAN DAMPROOFlNC .., .. ;:.Illl� ,il. . .IIII=_ IIIi�:--116-:; - — — — — — & DETAILS I IAiiii 1�1 r r TOTAL NUMBER OF SHEETS IN SET: O TYPICAL SILL DETAIL O COLUMN FOOTING DETAIL O TYPICAL FDN DETAIL ® GARAGE SILL DETAIL O GARAGE APRON DETAIL TIi15 SHE INVALID Au f0011Cgj`LL !aN mR•ctm MRA"'RAA�+ I UNLESS ACCOMPANIED BY Ic.r Kau"1p10�mc"'°�W"°""'•"°"''"W°"u'T A COMPLETE SET OF • mm•mT W,WSLwNt •ate (t WORKING DRAWINGS i PERMIT SET: 12.22.09 ERT ARCHITECTS,INC. ......................... ........ ...... -.. _............. .DN. .. .. .. .. ..,...........,.....-.....,...... A�L'[W M7TO!)Q�Olm�lUQ�W i IT— ._____-..._.._.__._.-__-_.-._-__-...__...-__-__.._.__...-.___._._—._.--___.___...___.___...__-._._. --__ --_----------—— —_— — --------- ro sac sa - I"ass - mmmouprm Z HDU2-SDS 2.5 W/5 8•DIA.ALL THREAD ROD HODOWN. DECK ® NDUISOS 2.5 W/5/8•DIA.ALL THREAD ROD HOLDOWN. Y�J •I _.. .------- ____.._.___...._ _.. -.____... _._....-__ ___.__._ ______.._..... _... ._..._... -.-- WWWORTARCHITEMCOM • -..._.__......_..__..._._........_....__.__. ........((:="_:_::._.___.__.._. -._____::::_.-_-_-._'-' ':_.__.-._-_.._____._.____..:::___... HDUS-SIDS 25 W/5/8•DI0.ALL THREAD ROD HgDOWN. HATCHED AREAS ARE _ EXISTING TO REMAIN ._.__-.-_.__ ..... __._._....____..__.__.____........._........._.._.._....._._._._.._................._....._...._..__..._...__.__...--..-__..._.-......_..._.____..._...__.._...__.___.___.�_.._..... ... -_._....._..__.___..-...._.._........ ._____.-._.__..___._-.__-. 302%4 POST ..----...-------..--'-'------...--'- ---'--------...---'---- 302X POST HOUSE MOVE W/ 5 - ---- - HDU4-505 25 HDU2-SIDS 2.5 •_O• ADDT ION &RENOVATIONS \\ 4 - FOR �. B\ �' _— - ---------- NON DiJNHILL \ KITCHEN ' 8 J COMPANIES,LTD. \ \\` •\\`\ x - - - -\ R cwa' BARNSTABLE,MA i x & ��aa; 3 20 MIN DOOR 1 � N\ ISLAND PTYPE D%2Fl EC0 E 3068 a ON 1/2•GOLDBOND RESILIENT I \ WO�NaV H FURRING CHANNELS O CEILING I Wu�i�ooW MUDRM. G. ^ F Nn< c�LLo `.. DOOR \\, •• \"a,. \ CATHEDRAL ONE RESILIENT NT MOUNTS. • ';\ :�•ti 3p2% N mm WI2X26 DROPPED STEEL BEA �________ UP I • .. ,. \\ ♦.. \ RIDGE BEAM ABOVE SPLAY IN \, ON X4 GARAGE ---------- x I 201 3/4 ,/2•LVL •I _ Z x CAR .� \�• -_ I -, •I m� PITCH SLAB 1 8•PER FT 1 -----I a f DEN - TOWARDS oOORy e X PROVIDE 1 LAYER 5/8• i ncg wws ARE NOT To BE USED . EAR WALL b• _ ________ O CONNECTIONS TX•FlRECODE GWB i FM PERM�UNLESSn S 9i.Nm 1 2'i PUY ONE SI E T- _ n W LIVING SPACEI �M TIT .SIG ; I 8'Q6"O.C.EDGES - ti ILrV]NGI `lW2.O.C.FIELD; BT N� •YNB® AS,TR1FT SET OR-STRUCTIDIN SET'. EDGES AREA UNSUPPORTED L = I � (__ i I '-�'�-� ... ._. _..._ _ apt ------ 2009 vrr ANInETEcrs.Nc>�IMMVNS AND GAS FIREPLACE UP -I - S -� .. .. NL DF THE IDEAS ARIYNOBOWTS II®OMS.AND STAIR 2868 B FLANS waurzn TIE)EOII aw REPREse'iEa ..�� .. - uER STEiLS - A.3 i11T Ric Ian PIIEARM.TNxn THE aFNNauTv '\ ` \\... 1 I i 1/2• A S UIMY R ANY PERSOR.F{N.OR RTC MATONN 1 T F P ANY H1SOg E)-CRT RCHTEC 1WETIFN -fill j f 201 3/4•X9 I/2• HDU4-SDS 2.5 HDU2-SOS 2.5 02X4 POST •-0- fERID59M Di THE FI101 ERT AAWTECIi NG WiNDOW SEAT WINDOW SEAT : •I PROJECT f.: 320808 - 302X4 POST _ DATE ISSUED: 12.22.09 •i FIRST FLOOR PLAN - = REVISIONS: REFLECTS A S-0•INCREASE ,Ix FOOTPRINT.SEE EASIING CONDITIONS PLANS A A.3 302X4 PERMIT SET: 12.22.09 PROGRESS E PRICIN D! PR NOTES �h 1. ALL DMIOR WALLS SHALL BE D - - -- -- o ts••O.C.1NUNLESSOTHERWISE NOTED. o 2.ALL[N,!D OR WALLS SHALL BE 2%{ N O IS"O.a Iw rce OTMERWSE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW V ROUON OPENINGS PRIOR TO ORDERING WINDOWS F N {.CON ACTOR SHALL VMFY ALL DUAWSIONS - - n No.1 >- PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DWENSIOIS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT. n C 2 TYPICAL NOTES n THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF POST ON FROM THE CONDITION OF MY EXISTING STRUCTURE EOLRPYNT OR 2ND FLOOR MPUANCE AS PART OF BASIC SERVICES UTAESS IT IS PART OF WINDOW HEADER VT MCHITECTS SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS MADE O$Y BY NATAL OBSERVATION.IF 111E ARCHITECTS DOCUMENTS 30 2%6 D OP D TE - M - REOUBE OIMSS DUE TO CONDITIONS NOT VISUALLY OBSERVABLE B 1 W AT SE ADDITIONAL DOI OF PREPSERVICES.OF THESE DOCUMENTS•171E SERVICES 4" SCALE;1/4--1'-0- O Z STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAYING INSPECTION x 2 WHEN FRAMING IS COMPLETE MD PRIOR TO ENCLOSURE BY INTERIOR 41 ' WALL PLASTER BOARO/FINISH. %4 U 0 1 2 4 8 E CONTRACTOR SHAM SCHEDULE AND PROTECT FROM WEATHER ALL i0 VT DOSTW0 HOUSE COYPOEIIIs MD INTERIORS DURING CONSTRUCTION s 3 X c- 8 UNLESS OTHERWISE NOTED. AND CONSTRUCT TEMPORARY STRUCTURES CLOSURES AS MAY BE -- NECESSARY TO INSURE SUGH PROTECTION. d CONTRACTOR SHALL STE INSPECT ALL EXISTING VS.PROPOSED SHEET N0. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT O'ARY pESCRFPMGIES Al0/OR CHARGES THAT YAY S NCOUNTERED. Z - - caNTRACTOFI SHALL CONSTR/pURCT ANO YNNTAIN TEMPORARY WALLS x =_ ----- I RST FLOOR PLAN/ INTEGPoNG ETC EXISTING HAI PROTECT EMSTING HOUSE MO STRUC - Z - 2ND FLR FRAMING CONTRACTOR SHALL 9TE INSPECT/VERWS ALL EXISTING VS PROPOSED INFO - ---- __ NETIC�ESSARPY m F�.N PUMQSw CTION OF.APARAMETERS MAKE AS N� W TOTAL NUMBER SET: SHEETS AS WORN PROGRESSES HATCHED AREAS INDICATE EMSRING CONOTONS 7 DASHED LINES ERE NES INDICATED EMSTING CONDITIONS TO BE REMOVED/ALTD. AS USED IN THESE DOCUMENTS.'PROVIDE'MEANS'FURNISH AND INSTALL" THIS SHEET INVALID WHERE M ITEM Is REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT Y•W� �eW UNLESS ACCOMPANIED BY DOCUMENTS.PROMOE AS YMY SUON ITEMS AS ARE NECESSARY TO COMPLETE 2 FEE E W M E R FI�A�/R�TG _121M= WORKING COMPLETE SET SF THE WORX. ND a L 1 1�[-1NfI „ \ 'm PERMIT SET: 12.22.09 2'-0' 39'=6 3/4' 413) IX-5 1/4- 10 1-4” -0. 14*-0. 6-0" ERTMa 15'-10' 6. ARCH UFAM,INC. __________;r - 7--8 "6 TW2 '=o_w;z 46 ---- ----------------- _________ V-O*' —------------------ po m m WINDOW SEAT I BUILT INS I MA 02M fAd M&4mo HERWI.C. 1'-1 1/2 00 NIC r qj 1.4 1/4* 6-15- ------------------------------ -7 HOUSE MOVE W/ LINEN 7 C 0 ADDITIONS&RENOVATIONS -8 1/ 6*-1 3 fill :UN:. 1\ 6 "AQ 1/ f3 5 1/2 4 L FOIR-. INTERIOR VAN W - •. LOFTS ................ BAT T 7 DUNHILL 2668 ON OPEN TO CONTANMS,LTD. I BELOW M. BEDROOM C;�Rf EIL1,NG BONUS BEDRM. 339 CHURCH STREET OPEN- I 1'7 X rR SH�qR RAIL BARNSTABLE,MA fus . ...... .......... iN INTERIOR TRANSOM ON S CIO "^13 W11 :r .3 1.-0. 23 ................. ... 24 te TW2"!--- ----------------- ---- TW2442 ---------------------------- ------- TW2442_TW24NTER 42 IN -0 STAIRWELL rmm�s NOT TO BE IZED ----------- FM PCBtETTPW.-� 7'-0' 5*-0" 5-6" 6.-0' 5'-0' 6'-0• 4'-0 /2• 6*-0" 10'-6' 1 0'-4' 6'-0' 14"0" SECOND FLOOR PLAN Eo T14REDY,ARE OttINED BY �-t TIOl W MY—TEM- -1�W SNIll W�BY�PERSOK-1,M OORPORATIW FM A,1t(Y PtOWOSE EXCEPT-SPEOM W TIOl It-I ER —mcm C. PROJECT#: 320808 DATE ISSUED: 12.22.09 I5'-10" 8'-8 1/2* 4X4 EWP IN BETWEEN WINDOWS REVISIONS: OR 209 1/2-LVL HEADER OVER MULLED WINDOWS DOUBLE 2.fj3 .�r9-1/2--L�VQ PERMIT SET: 12.22.09 PROGRESS SET PRICING P --------------- ------ =0 /W16"'"4' /12 '40114X -2XIDDI("O.0 RIDBOARD 1 3 -d i�L Z' Pon. 1z ON 0 1 .1: A N- RI E DARI I 7 2 :02XI' Ix -z" 9 1�/'L D 1-4C 6. - - 0 1 2 4 a 21 11 1 1 \=1 1/4) BE 201 3/4-X9 1/2-LVL % 5 UNLESS OTHERWISE NOTED. DOUBLE o SHEET NO. A.2 I SECOND FLOORPLAN -------- ---- --- 11 4X4 EWP IN BETWEEN WlNnOWS-T & ROOF FRAMING 1X8 OR 209,,l •LVL HEADER --------- --- - ------------ OVERLAY MU LLED WINDOWS TOTAL NUMBER OF SHEETS IN SET: ROOF FRAMING 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS J 4 _ PERMIT SET: 12.22.09 _ ERT ARCHITECT'S,INC. AW�Teen�DBM9.BiDL� . ASPHALT RIDGE CAP B PO=30 RIDGE BOARD ROLL VENT ,3 mwoRM MA alms 1 S'S PHALT ROOF SHINGLES s 1/0 ) -�3 R-.' S/FELT PAPER FLUSH HEADER 5/8-COX PLYWOOD RAFTER VENT 4r ..�•f' r,l... ! l WWWXRTARo01Eas.COM �z FIB INSULATION -3o FIBERGLASS LAINSULATION `_ 12 R C. •'1 u' fi—iT Y E>�ESLL _1L".1_tL" As —14 5 HOUSE MOVE W/ 5r ;v�..li:1�L•:iL'L:]" i1:..L:1i'� 4 T 1 '`'`• } l 1 ADDITIONS&RENOVATIONS 12 ~�,2 .;TLNE OF OBEYERS. 12� 2X8 CEILING JOISTS '....1.,.� �- BEYOND. FOR: s• TYP.WALL NOTES ! ,�:�,•. O 16'O.C. EW SECOND FLOOR WALLS BONUS ROOM i DUNHILL NEW SECOND FLOOR " 3/4"FINISH FLOOR ! .�?:'' '� COMPANIES,LTD. s 3/4'FINISH FLOOR 0 3/4 SUBFLDOR SUBROOR SECOND FLOOR 5ECOND FLODR —————— —NEW FRAMING .:` ————————. — 339 CHURCH STREET >' 3/4• ; : GARAGE 2ND FLOOR .. .. ..r .Y X}" ADJUST PLATE HEIGHT—'+ :f.: c. &`.•.!«z`. iAi.f:..:L}:`.�•^ .>...., �:. _.L] BARNSTABLE,MA TO ALIGN EAVE W/ MAIN HOUSE 2-CAR GARAGE EMOVE EXISTING STAIRWELL U @ BUILD NEW IN SAME AREA EXISTING STUD WALL < B'w/pTop FOUND BAR. EXISTING FIRST FLOOR REPLACE SIDING n PPRROMBE 3ojO5 HDB"L BARs10 STRIP FOOTING. �STnRIIG I FOOTWG W/KEYWAY.LAP TOP/5 BARS TO MAIN WALL BARS.PRONDE ANSITON I REINFORQNG W/ NORFL 99AI15 SPACED e0 VERT.O 12"O.C.PRONDE 5/B'.s ANCHOR AO BOLTS O�'-0"Q YAX �EXISYG FIRST FLOOR EXISYG FIRST FlC10R —----OR — ---———— PITCH 1--g-0PER FOOT S •^..l'�:'f1';:r 1'rr r ..........^ f. ]�.i. ...'f' l'�:r'll'ff�t'�'rr A.O AO .r.,..:..:.eial��.. ',:�.�i::`;fiJ'M15{ING,x�'L$i:FL,°L .'. ADty'lfal_f.:zl,.u�.:.��•.,.:.�t..r.�. row °s 000Rs DROPPED STEEL BEAM 202X6 P.T.SILL ——————GARAGE SLAB zags eAEs, BOTTOM _;!� ' _ ;=_!i I_''`'I TOP so -':III!__ 'II BACKFlLL /CIEM! ,� ,:..... - COMPAC FILL TO BC usm FOR FLmOma a 00NSTR00nw NEW FULL BASEMENT 0•CONC.FOUNDATION WALL . _ II�.�;.' As'FN�OT s�i•w AN.'cd�sTwtnox�... :'�: 4'CONC.SLAB s ...-i!!!' Au a nIE mEAs Axn cTs omws AIm COMPACTED FILL O�wr ARaa>Ecrsµ TI¢oRawa ANo Ao P,ANs w M nEiEON OR�= RQPEBY.ARE O BY AND ROM ME PRO{ERTY B•X2°• STRIP D SECTION k GARAGE o<MT ARomrcrs 1—NO PMr TI W SHALL 2 aE�lnuan By .FwN,R mawA -----------• Uads BARS CONr.I D )crooman v ra rRel FRr ARo01Ens uIc 0808 SECTION ,HOUSE S S ICE HIELD 0 EAR PROJECT g: : 12.22 npICAL DATE ISSUED: 12.22.09 REVISIONS: t 12:12 12:12 ZIPLETELY � AVERS COVER SHM TYPICAL PERMIT PROGRESS ., 12 22 09 ROOFS w//I LAYER ICE d n WATER BARRIER 1Z.Y COVER SHED p (RICININ WA BARRIER /fZMPLETELY COVER SHEDROOFS w/1 LATER ICE412 WATERBARRIER.S+/-:12 PORT. ICE a WATER h VALLEYS s rvAk f �•, .®CAL N GISTR `'.. 11 1 F p. T f--CpLPLEiELY COVER SHED ^ ROOFS W/I LATER ICE k 6i N WATER IIARRO. 1 187 ICE k WATER SHIELD O RAKES \♦ • TWiCAL 12.12 12.12 1 0 1 2 4 8 N 12:12 -12:12 12:1�. ma� UNLESS OTHERWISE NOTED. • 12:12 12:12 ',. �•AME, 17 W�CAWLATES SHEET NO. 12:12 SHIELD O EAVES A.3 SECTIONS/ �1 1e ICEaWATER ROOF PLAN L SHSH O RAKESTYPIC TOTAL NUMBER OF SHEETS IN SET: ROOF PLAN 7 SCALE 1/8--1'-0• - THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF y WORKING DRAWINGS . r NOTE: . WINDOWS TO BE ANDE SEN 400 SERIES TILT-WASH H PERMT SET 12 22 09 " _ DOUBLE HUNG SERIES AND AWNINGS. ...J.r._....''---v L.._....:J_.....!. __,1._......1.r_......:_!....._:.:.........:.!........n......_.1._...;..r......_:.!.._..!.:..._....J_.._i.x.__...:.i_.......L:__....:..!_...._:..:...._,..I._ _ _..L.:br:_.. s,�`-p.'"_",_L.:._;::�,r,:=�.i_.....I:�.'.J'Q'=`�._:��:..::a:i..°_'.::....�.� 'A - - ' -r- wHITE NYL CLAD EXTERIORS AND SIMULATED DIVIOFA LIGHTS. t.rl...._il......f...r...........L._..- .,.!....-..!,.......'.....!:..... i.....i.....,.i.___dl_:..::_....L.,.......!..._i.::.....1 I d. 1. 1 t ...._ i. !. ___!•._._r.:_.. ! 1__.... .J....._......_....._J....._.... __ __...! __ ALL NEW GLASS DOORS TO BE ANDERSEN 400 SERIES WHITE ERT , .._...._L___:.I_..._:..:_..._..L_.. ......... ^L y /SIMULATED DIVIDED LIGHTS. - _.t.:..._..._L..._.! ..:....._........_..:_.__L.!_..._,..1._...d.a_._....i..._!..:. ....'....t-.l.a._...1..... VINYL CLAD EXTERIORS W :.._._Ll........r.>.......!J.........,.:......._!.1....._-:_....._L!_._.._r.:___IJ.__.._..r.....:1.._....._a..._...J.!....__r__LI...__...r_.......:1......_-:....__,____...r..._._.u......_..,._..._ii_..-_a_.._11_._._r.:_.._.!J.-_..._.r.._..._i._.__^:... p * �v�.( 4� ARCHIl�i�..1us INC• -_ !.........:.........I.i.........r.........lt.........: ..._id..-...,..._,..II........,.._.1!.-...:._.....U........,...... i.L.._.....r..._..1'.............._.L!...._....._..I.1........:,.._1!........,a._......:1 .. .'- 1�,� y,_ 1%4,1X10 RAKE BOARDS - 1 r. -_._ ARCHITECTURAL ASPHALT :�_.....__.!' -� 1.2�.L__J. : .L_-�.L .�.1__ r n r .j •-lr- '! _I..,- ! r - L... 1_. rr : ._Lr-....:d.......:.:......... ' 1 ...i._.....I,_.......L......:.........!-._..............:.,....- "_...1..:.__..,.1........1.;..........1......I.r._......:.' ... - :..!...'La..__..i..�._ I. ...!. Lit 1�L ��r MA Mi�IY NEW DOGHOUSE DORMERS- �- .: !i - ,r —�. I .. rr � .. I 1.X9:1X10 RAKE'�BRD$ -'..TLi ! I.i. '"s[T,[,La'- r - Y�� w 0 30400 _[TO _ _•__.:l_.__......_.�1.._.. .�i..__ .il` ,L�IT W.C.SHINGLES —_ :. 1X5'IX6.CDRNER__r=_!.' r` ' -_-u 11 __r.._l.l.__�QARD$ _ •' '1.: :_ 1 , r . ''LT- NEW ROOF __._L_.____e,�_. __.___._-. --... ..�_.. d..,. .r. _ !i..---"---L1,- .I T :r _IL• -_`!---:r.; _ .f �"iz ..;7:L7:.'.JT.::..;.:.I:.l..i!.l z r:w ERrARo4rE 1 I 'rr r r -' .. _... 3.w.NDOI''.p -0o57f ....._!......_.,.tv.....L.. _.._ ........ ....._ !..,...:......1..........-.......1•"-_.r......._..,r.._,.,a........::......1......._.n.._-..._....... ..1.......-.....1.._....r......._........,_ r L._...-�...................... ..1-_....,...... , - _ 5�.i3La— ._�xx A!...i:_.._ 2�, 1`.Y � L'..� --r,",:N:_.L7�'iT r NEW SECOND FLOOR r r .. r r r r r: :: :: R:C:-Stla-•-- .i.'11.i.`a..l,.,.!i-.,.:r..!�_Li..r..!-. n t .-xr'rr--LI!. .ri,.... _..._.._._._...__.._ _�_.__._.__..._......_.a._.._...___.....__...___._.._.J..___...__.-.LL_._.:...._..._._.........�..__d1.-_. 11......_..._._....._..._v._..._!A_...._.._-._ _ - ____ _ _ __ __ _ _ _ _ _ .....J._.. .i J.,r- _ _ ,..,1T..I!_l..:._.7... L._.1!.. , ...�i1,T._-,... `!.i71 i`T?'!`F I:!:..7..1.11...!1L.!7 ' --- CiARA0$2PID FLOOR- �'° - HOUSE MOVE W/ RENOVATIONS 1X8 FRIEZE -_ _ - _.� - _ � •' r --`:� ': : - ,T,'—r'- r-r- Jam; ADDITIONSOVATIONS ..!.,'1,.J..4 .;'F! T'-.iw ' ' ' '•T•_rT" _':..'A.. ,. :.fl" r•5!. r r !r. I: 'JTI. ..7 ..i.!.Tt.. ALUMINUM SEAMLESS GUTTER- 1 !L, _ T... .,I .'l I ..,'1,T, &.REN . r ! n:r Ilnll ,,1.,...iLL.IrI,!.,J iLTy:J :1:!,1Ir11T. _rrl. .,..r .,1 il�J,.L.[ a,..r li"' I:.L7= Ir:l'L'.. I i•-.Lt..YY !1Lr:1:.. 1r{!..1.1:. .::_1 ,rr°!' :T7. !...,,.. :-.:1. :,...,.0 `.i .J.. : .//.T]"_: !- [ !: ! ! I .y c.nl S .f.:,I.I I..u.l.l Jl..:.�!. S `.C..i.:'.l i. °^" .il ff.Cl..l.! !!'.t".'" ! .r.i..:.a.!11 ..L.LL:....L....:I .L..!.`u S IIJ.,...,.i.LU..! y 1 ;..,� - L _ ''.-I ' ' !,r _ J!i 1 1_ EXISTING$MINGLES Y-`-},-i I`*� :Y- ::-r`I':': C'"� i'l"!J"T7_r r a ':'! r! - , h-rr:-'.'•_. r_.i. ':!.; '.!� ' !-L! J--- 'r•T' 'i!: �:�1.i'.�,!, r.: ::�i._ �..i L L'1':.._ll...!J�G.' !.. r,i r: ��. :..L.��� i ?I T : ! �T7!' T'• 'ir i� �', rT:.'` :.f L1:.1.1.1. r : rr ,: tdi,fi .! 7.. T.!., T..!,.,.' T.... J.I: r!": ! :�, .:!-J.r J- �.Lt_l. J.- -!.1:_..._Lr4_ I.- ',!1=.LL7 I =J.: .,.1. -!.i�. L.i-L.!JJ J_ !:.: �I LI I I ! I : 1jr.L i�.: �_J.' IDOSTTPIO FIR.4I FLOOR r r r",r'-1':``»r Yr rlr''!Til�l°.;'. t�S,i,L�. 1,:: JJ,., r'Y'r4' ,V: :,r,.�'r:': ,�,,_ ^�r. rtr-!ri ,T�'_`'�' '', F'!'`-I.�-rrrrr. FWH3,68 L,: r,-rrT-!-Y�°' !-�-!'^!4 r ,�',::: -Y:rr--:r1r�'-rL r --- EXiS1IIi0 FItLS'I'FLOOR �- i. '-'t' :ri: TL' r' { r'-'-?:••'- ,-r'�.. - 339 CHURCH STREET {,;lrr,a4:i•r,..l �r*I. r'-r .tom k'S•r'r.'!',-4i7-'-"r.-4r•'r?:i BARNSTABLE,MA 17-0- 22'-0• 10'-0' DU4-SOS2.5 26'-0" HDU2-SDS2.5 FRONT ELEVATION 7-1 _ m.,_ _ _ �, m__ ,_,t.. - -- -` ,Lam_ r. 1 , L, ,-:.__ ..,..._.w:.- .:.. _n.... ... ..__..__._!A....._:.._......I.!__.._..:.__ '1 .^.....___!.L__..._:.r._.....LL....:.:_-�L__.....____J.L.___u_..__.I.I.__...:._._...i__.._...,. ._:1.........::.......LL...__....__J1..._.............11...._.:.:.__....J!.........:.__ 1.___.._._._Li___..:..___y___.:_.a...J�___ r it I_I__rJ_...._:.i._...:.!.._.._'J__ r _ :. .. .. ._...........,..- : .. ..............__I_......i_...........i........ta_............... ....._.,.,........:_,. ._.!...._.. �!,..L.....I_.....:.r..!....`...:.,....:.., ...L....[.:,....:...,......'....!.a..:.:._.,.. ,.L_......:..:.....:...,.!�.'....:.a..:.:.....d..;...da..:.:...,..L....'...,..:.....:._r_!..:..:..:......:....i...'.:..t 1= _'_ 'i_`. -„_y-'- ,iJ ARCHITECTURAL ASPHALT _ _.__!1_ __ .,_�J__.,_.'1_,_:_J.:-._:.�_ - _ ROOF SHINGLES r _ _ il¢sE wins us R ro ec usm 1'J! JJ- .IiTT:a1L.'. `.7`....L.'•-ir..'.T:.i: .r,.'T'i.J'!;t.i.';T.,:.F, .,__._Ld.__:.._.__!.!._.a.__li.-„ _1_..__J---"'_�._:'-_"--_LL-_`.�__!_-:,- _- ;,:i`i'. �1:-!.i Z'!.;L'T�77"-1�!.`I '..I_�!"T...I'. �-r..! -i.T:':'-! _ - wllsags Iaaass sulcm A _Y,:,�:: r'�-!'�- rnl AN atmanu.woarccrs ..�..�...L!...........:.._. ' Ld....__r�..._.. �J!' �iS�17 � __ NEW SHED DORMER 1X4.,X10 RAKE BOARDS —___ - .�.....r. `_�., .al.......,...... '_Txr'Y` ;`Y' _ . .: r :: : r :: : , _1!_. —_L___r_I___Li_....�_L__-I._.LL_.1 ' I3•PER14T SEX.OR•CdSRRICrION SE1•. .LJ. r.r :,y r _ _ _-_.._. _ ._..!1u.!_._..._=diLi-: -- W.C. SHINGLES L - ,L r , r: r, r 1 _ .r:...,'I:ILr'''-".: -- . =�_.., _ ..J_L....._,.1..._.: _:_r........__L.......u_....._.t._.._:.,..._..__c__._L.:.._..... .'..J.J......_...;. 1. LJ L I '!s._ .1 O .GJ'r'Ir'rp _ `"! !N.: EW ROOF ma mr.aoa,![crs.rc n¢wuvna AND DESEQNS.AND - ..i__ �' __'_.u.. �ww:rs v®u�irD rtn .'• ..x.. ._1. T I.rq (i .I .�.1 1 !:..LiL.i.i.J_:.L s1:. a.l...5., Jr� :! it - ___ .Li:.35'.�Y �' av wr:wocrccrs,we no w:ar n,mcs sHnu OARAOE ZPID Fi.00R ?'i`r:'`r1-''` r=,!,dI"r r.` ,TLr itll Y FXOTT rM 9EmY r411p ^'T^ RN0590R 6 lli i1RY DR YtOelECli CIG ,. ,�,• r.., T+��T!''-i _: i.:..:.i.1J.._!Yi-1 ,: �7,,4, 1 I r.:rx�L..L.,�.,�,����,��t.L �t���t.�7f-:r�.-��e�°-'t.�1��4rTr�"'x --'J-(i�1.•, 'r I..__ ,TL.i�... T...I.-���; _ - rl_I, I.: - Tl-i 1_ _ T X8 FRIEZE r''^4'*^'r-*r'^ -^*`"-f-'r=,r'!! '. :'- '*' rr `�T '�.•'' '�'--u �-!L; J. - ,'!.-r,,rrtL1 ._.!r^0. L:G ':;: ;TT �I ALUMINUM SEAMLESS GUTTER PROJECT 320808 L t9� •..L-r' ,11.' ' "4.1!,i _ :1L!� '' 6 _'�''°' L"- ,=_ L.,,,` r ^_,_?4yT�_�v � _ N MU ROOM 8 GARAGE ',` : _ DATE ISSUED: 12.22.09 r NEW D '.:�•,. "' ..,L....._�.........:...:'--•"';:� _ : ,T`i OMMOK.�.!. '. 1 ..TL.'.! �' 'I !.!, ''l: ''d '.;L?'.. I': 'L .. -"1'i S 'i-r:r ! i , ..J.� -��T 9 � ,GARAGE'.. O:tiJ, I .� I __ -1, :.U- ?.L.r�! J.1' .':''r!L'4: L': '-�';-7-y,--'.:,-�.r;7-r�r-'I.: 'f'irY,L!I. Lid! .. T°j,'j^T7-!*YT"fL":' NEW MAHOGANY DECKING h '{1�.-,:0'"_ O67"�JyJ1 T 'I"- 01R:1', :-1, :rY,^��j_ �__ !T^T""' :}'T"'t^.- r,: S "" REVISIONS: '-i, .y1__._J_d 1�=' ; !. EXISTNG SHINGLES :r r ice_� ' .: �- -"r` RAILING SYSTEM ON P.T.— .._-•'-..._ ......_,:.............................:..... ;......�......,.-..,_. _ .,. - !..I!..: :..L..'L_:.. :..; .!.,.: L�.:L:.'.. `�.-LT.I,': L17, _ ., ,. L i,.r_1,L..r e.1 DECK FRAME ,f. :.r ..' : ' 4 4 :: ;i! :tir5' _ ri:: :l-��r'';�' '��':: �, !L".' ':�-•5r."' ii!��:,;r''f..`.. T'4,'.:,.!.LLI�:!�r�i' .:.(..=.-.c.0 '.L_'i'rl5'4il:�.i.t-r;-; ID037II'i0FIEtST070 R- -�r i L:, . .i�.'.' :.J 'S.AJ : !J+-'.;�- .�,: :+L.t�..:_.. 'L J-.:I'.!..:-!' r �T-�II..;!'....J'. .a;:::LT.:.,.;.,,.Ct,'�7.r .•i s°r^+ it '1.,;, 1 t' i,.,i!I t 11 1 .�7.:l ti�l.i`T7r�r.r,..,r.l::;.Lv-r,7-.'.:! !ir'!,. .1E` NEW BULKHEAD 26'-0" 10'-0' 55'-0- OU2-SOS2.5 HDU2-5DS2.5 REAR ELEVATION WIIIDOW/DOORSCHEDIILE PERMIT SET: 12.22.09 w,NDOWS PROGRESS SET ' UNIT NO. MINIMUM ROUGH OPENINGii PRICING T - 7 - 5/8- 7 _ _ _.. _ _ _ 1_i!w ___I•L_._. __I.1__.._....__L!.__._.:.,.._ AW251 2' 4 8'X 2' 0 _rJ__!_L_�___.i�._..i._!a_I TWT2423 2'-6 1/8"X 2'-5 7/8• ` _ L.' ..J.'.' .r.i�.i.�•i NEW ROOF NEW ROOF ...I.i...._.:..... . ........_!.:-.r...,.1_....a.:_...._..1 TW2432 2'-6 1/8'X 3'-4 7/8' ! .i�T.r' .IrL •,]:r.i.,. _.,1... .....i_:. .__...:.r 'J':.1:.::::.1_.__.La___._!.__._x.i..__..:J '..._...•.:._,!1...._J.__L!..__.,J.._._LL___:. ,___-!.__.....-_....__._1..: _ _ _TwT1'i �1�-- __ __, ., ., Tw244z 2' 6 ,/e'x 4'-a 7/B' '�,i::._.:;... ! .S'�.�'i;'�. � r �'._-��-�__..L ! .' ! L J__.: ,. 1 TW2446 2'-6 1 B'X 4'-8 7 B• -_ r !L,_ i:�f'T i'.^ _�� F�___ r,L�!!_Tf:<! _ �Lju 'C'..:5_:_T` `_r. ....-_ / / ....-'.,7�,L_.+i lr !,t!�''J'r, 'I` ^,, I'.;7aJ_L __ _^•`i._._1.t._...... ARCHITECTURAL ASPHALT _—_ ._._._..-._:.I__. -,1_,.. .'t y_:L_:a._._i:.__. :+.!' L_-a.._._..L.-_ I _:_,1: _.L,TL '(''-�11-^T: ;i..i.:� !' ti ^- - ARCHITECTURAL ASPHALT ROOF SHINGLES -=-a_..... �._._`. __.._. ! !:(. -'__ :rT'ri'-Y' ':I' 'r `: - i._l: L ' '•':-:»;, '� 1-!_L_.�I , ..I.___l.e DOORS �..I_:....._..,_i'i_%�.'.'" ROOF SHINGLES 1 .a:r __:_1:L.....a.,_.... - - _1,1. L-!1.L ,i-.il' -• ' _ 1" �.' :: . •O �' y. .ILO �r FwH2968 2' 9'%6' 8' .1'%T'i ,� I'1.. ~: .' .1.'1. FwH3168 3'-,-X 6'-8" i1..' 1"1`.1' TI ?`� "T .:7;_ NEW DOGHOUSE DORMERS ' ' .. .. „ .. ____ _ :1+^'r IT''r! ' r I LI ;: ~J NEW SHED DORMER NEW SHED DORMER- -I.i': : _.._.. .__... �, t. i _ ..._._ FWG6068 6'-0"%6'-8" _i!1,:- _�.. 4 .1_�_= ROE [,'.1' '.Lr , : r W.C.SHINGLES - ,I '._ !.' I is",7 L:'J'7':C,i ' JL!''''.A,!''!.:!'I' Tr';r.. : !'T W.C.SHINGLES DO RLw!rm SE r0 BE AI0ERs0,4Im SERIES mr.•IAvI .Ci"i.;-:'{.,I:'.:,' si..7:L:T::Ll..i1;!;..C:ii.. 'i:. ,.. ...Jl_.._.:.__._ I m wIc SERVES AND s AND u. i 'Tlrm: 1P �!!_>'ft : ...i.....J,f._..... .I. :.L_i..._i.:: : i..i__L: r� ^'-:_.L.._ _..1 A11 W GLASS SS D EXrEIRQR$,V4)swarm gYIDFD LIOIr6 t. STR 1%4,1%10 RAKE BOARD "• ..,..._..,_.!. ..... .::.___ a, _ '• '' "" ! ' � '�, 1X4,1X10 RAKE BOARDS r r _L _93,0 r r m I ML NEW nAa IrlXxes TTpp ec,Rmmsn+400 s0eEs rmTE ..:t,EW'6c BkE.,y�,rl. I=}T,.' y�. �p�,�r',,L } ....!.....1 : .._! 1 ,..._.....1..._ ......:.,..._.l....I.r. , N WlYL QAD EXTERIORS V/9WUTm pHOED UplTS. ,� -1 L J H T 2 "� '.l 4 •I J I 1, 11 Si!Tt full lli : I'.'::�Yi�r '`��4�..i .1..,,_ Id,r. N a� ._._u._...1a._._..i H ::� T T" T "! rL i T';`r 'f i _' N NEW SECOND FLOOR r .J:` ......_......_.!.;._ .I .i...."--r.a_.._I.I_. r r r r r,r r ,:, , :: ———————— — OARAOE S13C0ND FLOOR MPsoN C5,6 STRAP L - ---- -1h"1 T- r7�.T:. ,.. '' !!.1-.C.tr�` .: Ttlz^'�,,..I'T,i„!1 f"T;!' _�: .'L fT - -- .!._�MRSpNi.L ,61sTn 1;! 'LL!1p!L!!I1:Hll.i,l4�!11J�.'f,. l!LSMPSO,iCs,'s'!' !1fiAb::_i: 0 1 2 4 a RUN ,'r' r I ! r I ! r,"r •rr'rl r!rl'�'f r': !I, rl.r! ARAGE D HE ER - WCEAili T'r _ r^ r �'7' LONG MER RACING N ROW I!�r^-:4!-lr'` ^r`=�' Zt'-'"1rL !=•'r''.L''T',r �-r: '•Lr UNLESS OTHERWISE NOTED. . 'a L ,.-•-_.._I._....____ .._._...._.__...__ .r r ........__—,_.._...._.,_...___.. - WALL BRACING NEW MAHOGANY DECKING .I- 4' " I! NE MAH ANY DECKING k F.4!UNG SYSTEM ON P.T. Tiil1SLLII I LT SHEET N0. NEW GARAGE ------ -.S.I..L :_._._...:__ _..L_..___I�.....__...-. L. i} RAIUN GSTSTELI ON P.T. ' ..r r ! r—i r T:". '...... Ili.! T ! 4 (�'i(�i DECK FRAMEj41i rt',' ' JI ti- Y "L'11CT'.0 EXISTING SHINGLES �. �I ,I I I ,y�..._^.•_.. ...__..._.._..--_ .r i ..L� :rl'.�! !;�.J !.., EXISTING SHINGLES I L____l . ry.-:_.. r i� !'- r.7Z. ?. n::r.-n'-'-'a:r:• _. :----..L__.-.J�---..J ^i ..,. T.,.1 !.i....Li;:i;l,.L.. _i.11_.1;:!_:.a.: 1.1.'11-!...L{.t,',_.'.LJ-! 'J. ..,1/ i. L.�1,., - i•1,11,1 ............:..._................... ............ LT I. ,J 1 i 1J r t: �i r.. r I I � •i , � �, ,JT:.'�..� :.,1!li- t!-T,C::�'�l:.il.u,..T.I 4T..J 1_..T..�.,...Y�"':T,.IJ ;i,!.�:'1..J.!... NEW GARAGE DOORS W/TRANSOMS I L r Ii ELEVATIONS Ji7J .JL.1., ID0SIIN0FIILSfPI.00R- TQLI- - fr: . I'.,T ' =i L Y(g[._.-t :_ _ _ r I'I,! �[C,-T� 17 YC:`!T"t �'L 1 :j- !7L Ti"! „1TT''..I`r';t-irr..IJL_.i!_',l i.l..r ---E7Q.41741CiFIR3'FPIA0R TOTAL NUMBER OF SHEETS — —— , !I !I ' , )ILRL _ _ = L i 1.TLJ.1:..ri._"li .R ry.,ltrr'C ! 9070 OVE HEAD OOR 1� r..t>L..i' !'..'T". FRONT ELEV. `-'_..- ---.._ _---'----._._......._._._.__. --- --- 7 26'-0' DU SEE , NEW BULKHEAD 28'-0' RIGHT ELEVATION 2• 27'-0' REAR ELEV. LEFT ELEVATION 30'-0' THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS FINISH FLOOR PERNIIT SET: 12.22.09 TABLE S. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES TABLE 6. TOP PLATE SPLICE ERT e�TkG SUBFLOOR ED&NAILED WALL HEIGHT(FT.) - BUILDING DIMENSION OF WALL'CONTAINING TOP PLATE SPLICE-(FT.) 140 BEAM SIZES VARY ND SPACING U(PLS PLATE-TO-STUD'-NO. OF 16D COMMON NAILS-1(ENDNAILED SPLICE LENGTH NUMBER OF 016D2 COMMON 3NAILS 6PER EACH SIDE OF SPLICE t1RCHITEl.�A7,INC. PAD BEAM 12'O.0 127 2 2 2 2 2 2 2 2 4 6 8 8 NP NP NP HOLD JOISTS 1/4-ABOVE TOP ASPHALT RIDGE CAP '�•M�°��-�mn• O STEEL F W/1N LOW N BEAM. 16'O.0 169 2 2 2 2 2 2 2 4 4 6 7 8 10 12 �Mg P �'�RK�r.ROLL VENT 24'D.0 253 2 2 2 3 3 3 4 6 a 6 7 8 10 12 PBLOCKING • TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION 8 4 6 7 8 10 12 PO=30 PER MANUFACTURER'S AMERICAN WOOD COUNCIL, 110 NP-NOT PERMITTED wavunw%MA 02M INSTALLATION SPECS RIDGE BOARD GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION 1y 00 30-61110 (STRUCTURAL SIZES MAY VARY) AMERICAN WOOD COUNCIL. 110 � 11 MPH EXPOSURE B WIND ZONE. - - - - -- TABLE B. WALL CONNECTIONS FOR ENOWALL ASSEMBLIES 110 MPH EXPOSURE B WIND ZONE, W1w,dTIJK14TECT5.COM ASPHALT ROOF SHINGLES GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, .._.` .. r'-•..�'��.,;�_.� TABLE 6. TOP PLATE SPLICE if '.( J 15/FELT PAPER TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS i, % % `\` • o % % 5/8'COX PLYWOOD REQUIREMENTS.AT EACH END OF HEADER li• i! ,I(, j(, JI, ,i( •I( '• HEADER SPAN(FT.) MINIMUM HEADER NUMBER OF HOUSE MOVE W/ RAFTER VENT ~�" SIZE FULL-HEIGHT STUDS UPUFT(LB.)LATERAL(LB.) ADDITIONS&RENOVATIONS o - o LOCKING AT 24'O.C. 6- 7 HEADERS IN LOADBEARING'WALLS• FOR: FACE MOUNT HANGER '�••�:�_..,.., 2 2-2X4 1 277 132 2x10 RAFTERS DUNHILL BOLT 2X PADDING THROUGH 3 2-2X4 2 554 264 STEEL BEAM W/1/z''MO AM A325 \ Ca 4 2-2%4 2 554 264 COlYlr tll`11LS,LTD. BOLTS O 2'-0 O.C.HORIZ. STAGGERED TOP&BOTTOM �.,,, ¢a 5 2-2X4 9 � i� 6 2-2X6 3 831 396 STRAPPING '; 7 2-2x8 3 970 462 339 CHURCH STREET 1/2-GINS SDEWALL 8 2-ZX12 3 1.108 528 BARNSTABLE,MA JOIST TO STEEL CONNECTION RIDGE VENT DETAIL ..,.f 9 3-2X1O 3 ,.28. 594 • 10 3-2X72 4 1,385 O 660• • 11 4-2X10 4 1.524 SCUP 1-1/Y 1-0' enur 1 1R �� 2-16D COMMON 726 • NAILS AT 10'O.C.HOLDDOWN HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATES' • 2 1-2X4(FLAT) 1 60 132 • 3 1-2X4(FLAT) 2 90 198 4 1-2X4(FLAT) 2 120 264 1X4 TRIM,PTD. 5 1-2X4(FLAT) 3 150 330 1X10 TRIM,PTD. T ® • CORNER STUD 6 1-2X6(FLAT) 3 180 396 i CONNECTED TO 7 1-2X6(FLAT) 3 210 462 _ TRANSFER SHEAR 8 1-2X6(FLAT) 3 240 528 nOR vuxs AAP A To a uSPo j - ^ 9 2-2X6(FLAT) 3 270 594 FOR TM Axu STA� s�oaEo I ""•�' .•l' 10 2-2X6(FLAT) a 300 660 srAUa AN1 5M]u1uRP•�AtW® SIDING(SEE ELVS.) " 11 2-2X6(FLAT) 4 330 726T SP7� 1 V 1XB FASCIA,PTO. i 'TYVEK'HDUSEWRAP 12 2-2%6(FLAT) 5 360 792 © DST AAo1Wlcns o'C T�__CS AND I _CNS.AND 'FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES. �ttAwxs MCATEp 1�eEu�R TED --�' 1/2-CDX PLYWOOD SEAMLESS ALUM. I CORNER STUD HOLDDOWN 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT) n1t>sEer.ARP 4••FI BY um AdAa TXP m ENTY GUTTER 2X6 O 16'O.C. ' ., 1 BE ui�M)m V ANY PDtSDN1�L W4�A— TIaI DETAIL- 3 STUDS WITH BLOCKING •TABLE TAKEN FROM- AMERICAN FOREST k PAPER ASSOCIATION vrn un Pumow_ExcvT wN scTUX:mTTEN AMERICAN WOOD COUNCIL, 110 voaassol a"THE i ERT�CM NG R-19 RBERCLASS INSULT SCALE Y.1'-0' GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 1X8 SOFFIT,PTO. EX 110 MPH EXPOSURE 8 WIND ZONE. 6 MIL POLY VAPOR BARRIER 'LL i PROJECT#: 320808 .,ten TABLE 9. WALL OPENINGS-HEADERS IN LOADBEARING WALLS& 1%5,1X6 CORNER BOARDS _r 1/2'GIP.BOARD 1 NON-LOADINGBEARING WALLS j ^ TABLE 2.GENERAL NAILING SCHEDULE DATE ISSUED: 12.22.09 W.C.SHINGLES :'?. REVISIONS: JOINT.,DESCRIPTION NUMBER OF' NUMBER OF •' - COMMON-NAILS BOX NAILS' :'•NAIL.SPACING ROOF FRAMINGBLOCKING )) ' BD 2-IDD EACH END RIM BOARD OTO R�R(ENDN NA,LLED) 2-16D 3-16D EACH END WALL FRAMING O SCALE EAVE O TYPICAL EXTERIOR WALL DETAIL TOP PLATES AT INTERSECTIONS(FACE-NAILED) 21 6D 5-16D AT JOINTS i' STUD TO STUD(FACE NAILED) 2-16D 2-16D O.C. 1 E 1-1/Y-V-a, 7 SCALE 1-Ir.1•_a• HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C. ALONG EDGES ✓. PERMIT SET: 12.22.09 FLOOR FRAMING. PROGRESS SET 2x10 RAFTERS �r 1 JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAILED) 4-8D 4-IOD PER JOIST PRICING SET 15B FELT PARE BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-1 SO EACH BLOCK PR ASPHALT ROOF SHINGLE LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16D 4-16D EACH JOIST , 5/B'COX PLYWOOD r� - JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 3-100 PER JOIST [L. BAND JOIST TO JOIST END-NAILED) 3-160 4-16D PER JOIST ASPHALT ROOF SHINGLES n 7� BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-160 3-16D PER FOOTsEIt7 rOrr ROOF SHEATHING - WOOD STRUCTURAL PANELS IX (T', ,il ,i ,II ! J( J RAFTERS OR TRUSSES SPACED UP TO 16'O.C. 8D tOD 6' EDGE/6'FlEID }i, ! •-` ii i kl RAFTERS OR TRUSSES SPACED OVER 16'O.C. ED 1OD 4' EDGE/4'FIELD /� �/� •( 1%10 r� GABLE ENDWALL RAKE OR RAKE TRUSS W/O CABLE OVERHANG ED lOD 6'EDGE/6'FIELD No.10730 F •V , ,I•, S W/STRUCTURAL OUTLOOKERS 8D DO 6'EDGE/6'FlELO r GABLE ENDWALL RAKE OR RAKE TRUSS i .• 'It II !I •)� i1 .A"; , i .1 i(` r.lr, -i,�,` J JI, GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8D 10D 4'EDGE/4'FIELD V H PORT W CEtU f5 /. I• 'r CEILING SHEATHING _ y is A �J GYPSUM WALLBOARD 5D COOLERS - 7' EDGE/10'FIELD (� 1X8 FASCIA (j WALL SHEATHING �S " STRIP RIP VENT VENT i WOOD STRUCTURAL PANELS C V 1X8 SOFFIT _ I� " STUDS SPACED UP TO 24" O.C. SO IOD 6-EDGE/12- FIELD 0 1 z ♦ 6 1/2•AND 25/32'FIBERBOARD PANELS 8D' - 3'EDGE/6'FIELD 1X8 FRIEZE BRD. TYP.WALL NOTES i' 1/2'GYPSUM WALLBOARD SO COOLERS - 7•EDGE/10' FIELD UNLESS OTHERWISE NOTED. .I 1 X STRAPPING O 16b.C. j FLOOR SHEATHING SHEET NO. 1/2-GNP.BOARD CEIUNG ,' •) w` WOOD STRUCTURAL PANELS A. ' DETAILS & 1' OR LESS BD 10D 6'EDGE/12'FIELD NOTES �I ,.•''"� GREATER THAN 1' 100 16D 6'EDGE/6'FIELD WALL NOTES •►i - TOTAL NUMBER OF SHEETS J 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. IN SET: NAILS- UNLESS OTHERWISE STATED. SIZES GIVEN FOR NAILS ARE COMMON WARE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT 7 DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. EAVE SECTION TYP.RAKE DETAIL THIS SHEET INVALID 11 R TABLE TAKEN FROM; AMERICAN FOREST h PAPER ASSOCIATION WIND AREA WOOD PH EXPO 110. UNLESS ACCOMPANIED BY soup 1-1/2'-T-0' GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WINO ZONE. TABLE 2. GENERAL NAILING SCHEDULE A COMPLETE SET OF WORKING DRAWINGS i i i PERMIT SET: 12.22.09 ERT ARCHITECTS,INC. ,UtDiQ�IS.D.Et��.tE� K7SMMOR8 /IOmm 1pIN1mmm%K%own i 36&-� 302-4m BAa 11IrET TN CEBTEC 5 C01 BEDROOM IN BA DINING KITCHEN HOUSE MOVE W/ ADDITIONS&RENOVATIONS FOR: W D o DUNHILL C� COMPANIES,LTD. 'i I ' DN i 339 CHURCH STREET t BARNSTABLE,MA -- GARAGE t BEDROOM DEN LIVING ---------- AREA UP UP T1ffSE PIANS NE NDT TD BE USED f01 PFIMT1rD OB COISIRIICDON PtI1mO5E5 UNlF55 STN6FD L SCiffD riN•N ammua M00TEtT5 SEND N0 90U11Rff Q YNMtD A$9ElDBT SEI-DQ WfSiRUClp11 SEl'. EXISTING FIRST FLOOR PLAN E=STING (NEW DIMENSION TO BE 22'.-0-) �cuNSMEemiusTm TNEREa tlI�RET%SENIED TNERFBY BY P .Nff ONED BY NIB PMT Tiff ERDISRTY 6 ERT N10UTEC15,rC NO .TNEIffDT E U SNNI. IWZED MERSOl,E4Ul,OR PlPfO2 t%Sl��IIDN ' fql NIY pO�PT UN$VECfB:IWTTFR PWYS501 6 ill!i1RY ERT NIOBIECTS IIK . PROJECT 320808 DATE ISSUED: 12.22.09 REVISIONS: PERMIT SET: 12.22.09 PROGRESS SET PRICING SET T PROGRESS SET .—._.—.—._._.g._._._._.—._.—. ---.—.—.—.—.—._.8._._._._._._._.$._._._._.—._._.$._._.—._._._._..a._._. � REGISTRATION o 0 0 t 2 a e , UNLESS OTHERWISE NOTED. UP SHEET NO. ' A.6 XISTING CONDITION TOTAL NUMBER OF SHEETS IN SET: EXISTING FOUNDATION PLAN 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS l cN34. U . r4c p�d�tc • 56,, S T. k 3Z op' Subjacr Tc ��fitKrrroN W , Q o 4 o •� • - __ __ ..max.--.-._...Y :,_ � - O a� ti ONE ACRE ��• ti 0 p 0 vc' . v sty • � sty �t APPROVAL NOT REQUIRED UNDER w.qq THE 5V!zf)1 l!1ON CONTROL LAW. j 'Q• ,DQ BA STABLE T C .! OF BARNSTABLE ,�EGISTM OF DEEDS .Ft:AC111141ING BOARD L ig55 ca�� Z 15GY _.[-�H•�(—M M •tom-.ca..cs. 3-- f PLAN. OF LANt7 IN WEST BARNS -Aj 39.E-9A4ysrAaL.E ASS. ft.LA"C�,Jt4G To NELSON v Vx. L A5�/� (`�j7° E D 1i�C ARD A. PPADA• ET. 7� � BEARS£ N. SCALMI J 1Ks dA MT l�Bc. i , l9�c4 s Te l;� sucr� N"eoN 8avasm•R(CHAua Lnw,SuPvvorc .% HO � t CEN•r-�RVtL.L.E.� rtiAss. 583/ ERT ARCHITECTS,INC. -T- ....-._.._..._....._.................................._._..................._............................_. ............_............................... A�11K.111 MFOOBn�®mWO1mD®D ..................�N........_.........._............. WJNOLqNpm HDU2-SDS 25 / / DIA.ALL THREAD ROD HOEDOWN.© W 5 8" y llil� _ ................_._.. ....- .. .... __... ..._. .._.........................._._..._.............._.-_.............._...._.._.... ._..... -____-_..._..._.._.. .....__.._.......__._-.__....._.._..._.._..._._......_......_....___..__ .......__.....................................__.........._........................................... .- _...........................-- 4 '-8 3 1'-7 1/2• •-6 4"•I =- ---- _- - -- ==:DEC ______ ________ 0 HDU4-SOS 25 W/5/8"DIA.ALL THREAD ROD HOEDOWN. Vw�/ -- --- -- - -- ---- ® WWW.ERTARCNDECTS.0011 BULKHEA __:� _-__-___ -.—____-._.._�._...._-...___--__---_-_-.--- HDUS-SDS 25 W/5/8•DIA.ALL THREAD ROD HOLDOWN. —___ --- -_--- —_ 302)(4 POST _- POST-_ _._...-_-__ _.-._. . .�_...._._._._-__ 4 ._._._..___.._...____..___......_-._.__..._..______.._....... ......._...._...._.........__.__.._.__.._....................._._......_... ....__._....._.__..___._..__..............._....__....... NEW.........._................_ ...................... .......................' .. . ME _.............. - - - HO _--_-_-__ HDu4-sOs 2 HDU2-SIDS 25 _ 2D68 OoEDW 302X4 FOR BA — --- ----- ----------- WN KITCHEN -.;_ =- a CoNTANIE ,LTD. - DUNHI I F,�O S BEDROOM BA i .� --_-_- _ 20 MIN.DOOR Z` __ - i = Wo Fas 339 CHURCH STREET a PROVIDE 2 LAYERS 5/8• j x �Q��<3 , BARNSTABLE,MA n �� 3068 m TYPE'X•FIRECODE GWB I LZia��Odz ON 1/2'GOLDSOND RESILIENT I m c 0 �,(�T� e H FURRING CHANNELS O AILING n o I^ mm 1Yj�JDRM. � loo U�O Up DOOR OPENERS SHALL BE MOUNTED I F m m ar ._ ar � 6068 SLAY IN CATHEDRAL rn ON RESILIENT MOUNTS. CEILING Ww _ 302X CEILING mm W12X26 DROPPED STEEL BEAM - - FLUSH �¢ .•' ', •I 4068 •I 201 }/4"X9,/2•LVL •- T} RIDGE BEAM ABOVE 3x •H ________ DN a; 402X4 �s 2 CAR GARAGE x m ._._._ r-- --- , _._ W - PITCH SLAB 1 8•PER FT -) i I! .-- TOWARDS i I � - - .�_ '1 �_ SEE SHEET A6 F ! __ m PROVIDE 1 LAYER 5/8' i 'I ras Pw+s ARE NOT To BE usm , • SECTION THROUGH '' SHEAR y/ALL -` -r-----I STAIRS FOR DIMS `'; 1 2"'PLIY ONE E ------ O CONNECTIONS LIVING SPACE i �IRaF_u n SIGNED4 �[�7'�7 a I TYPE%"FlRECOOE GWB Ll Y 11V G CLEARANCES I 51� ; _ ________ n W/U , n1 AN SIGHT uroaTEcrs '?1 O6"O.C.EDGE - c , srAMP AND 9GMAlYIE BEDROOM 1--re4*,2 o C.FIELD - - . _- N I AREA I L� BLOCK ONSUpPO IED As•Plwor sr a+-mNsmucna gr. NOTE: 3 EDGES I !j HEREW� O J•.��i. _...._. _- - -_� CLOSET O2Om t�ia > p3o�wyA GAS FIREPLACE UP 1 L_ `...... ..._pF=aTIFRRAT3....' AIRS B nrtleBr.ARE ED REMAIN ME PROPERTY 'y 2668 A.3 •! OF ERT ED BY OTs we N.P.wT R OGRP RATO H I F, -.s. .,,.._ _. ._:._: Be IL u ar ANY POISON.FRY.PE TIC MIT H FOP v TNE�PURPOSE�TER TMi AR�OpTECiS,N 5 11 1 201 3/4•%9 1/2• P' T I,-i. HOU4-SDS 25 HDU2-SOS 2.5 c 02X4 POST •I - WINDOW SEAT WINDOW SEAT _ � - - - •, PROJECT®: 320808 _ 302X4 POST DATE ISSUED: 05.11.10 REVISIONS: FIRST FLOOR PLAN - - - STAIR LOCATIONS/REVS: 06.21.10 A A.3 302X4 r- PERMIT SET: 05.11.10 PROGRESS SET ^�T PRICING SET 'I �l PROGRESS SET NDTEs: 1. ALL DMIOR WALLS SHALL BE 2X6 O - -- - - - 0 IV O.C.UNLESS OTHERWISE NOTED. •m I! 2 ALL INTERIOR WALLS SHALL BE 2,I4 6 c } 0 IV O.C.UNLESS OTHERWISE NOTED. r 1 CONTRACTOR SHALL VEMFY ALL WINDOW ` ROUGH OPENINGS PRIOR TO ORDERING WINDOWS 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR X ASSUMES RESPONSIBILITY FOR ANY MISSING OR - INCORRECT OIMENSONS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT. m 0 TYPICAL NOTES: n� . THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VFROIGTION OF ----'POST ON FROM REGISTRATION APPLIANCE 2ND FL ME CONDInAASSH PAR OFANY BASIC SERNLFS uRNElES5 IT11S�PART OF WINDOW°OR HEADER F ARC ITECTS }SCOPE STATED IN ME AGREEMENT AND VERIFICATION IS MADE ONLY BY NSIAL OBSERVATION. IF E ARCHITECTS DOCUMENTS 02 ,•j N _ _ 2X 6 D OP D TE B M - REQUIRE CHANCES DUE TO CONDITIONS NOT NSUALLY OBSERVABLE B 1 W P 3 AT THE TINE OF PREPARATION OF THESE DOCUMENTS THE SEANCES 1 4" 1 Y ,p _ __ _ __ _ SCALE t/4'.1'-D• WILL BE ADDITIONAL SEANCES STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION X WWHEN PFRAMING ISIASTER BOARD AN PRIOR TO ENCLOSURE BY INTERIOR /FINISH. 02X4 0 1 2 4 B CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL - N EMS NO HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION U } X __ 0 UNLESS OTHERWISE NOTED. AND CONSTRUCT TEMPORARY STRUCTIRES/ENCLOSURES AS MAY BE NECESSARY 10 IN517RE SUCH PROTECTION, CONTRACTOR SHALL STE INSPECT ALL CaSTINO VS.PROPOSED O O __ ------ SHEET NO. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT 6 =-_ ------- p M O'ANY DESGREPANCES AND/OR CHANGES THAT MAY BE ENCOUNTERED. s - A. CONTRACTOR L CONSTRUCT To muwTm AND MTEcr AINTAIN OSTING HWg A OY97RI ,LRAE 9 _ - _ IRST FLOOR PLAN/ INTEGRITY OF COSTING HOUSE 2ND FLR FRAMING CONTRACTOR SHALL SITE MSPECT/VEftIFY ALL EIOSTING VS.PROPOSED �, TOTAL NUMBER OF SHEETS °ASO�NEECarARRYY PTO ENSURE TO COMPLIANCE WITH DESIGN DPAMRAMETE S AS ADJUSTMENTS IN SET: WORK PROGRESSES. 7HATCHED AREAS INDICATE COSTING CONDITION& iLLtl DASHED LINES DOGTED EPSRNC CONDITIONS TO BE REMOVED/ALTERED. AS USED IN THESE DOCUMENTS'PROVIDE'MEANS•FURNISH AND INSTALL' • THIS SHEET INVALID WHOM AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT �� �,�77�� DOCUM�TS PROVIDE AS MARY SUCH ITEMS AS ARE NECESSARY TO COMPLETE ZND FLR 1'i\.t'1LY111V G L UNLESS COMPLETE SETEOFB THE REVISED SET. O6.2I.1O WORKING DRAWINGS t. I HDU2-SDS 2.5 W/5/8"DIA ALL THREAD ROD HOLDOWN. BASEMENT NOTES: ERT PRECAST CONC. OUTLINE OF 1.MAW FOUNDATION % To BE,0•POURFD GONG w/m/s 70P BULKHEAD ARCrlill'.1.1�7 INC. i A DECK ABOVE ¢ HDU4-SDS 2.5 W 5 8"DIA. ALL THREAD ROD HOtDONN. a ST FOU BARS a )"X2 Buts o FOOTING.' a-OUTUNE OF / / REST FOUNDATION ta'xza'STRIP FOOTING. •I •1 PROVIDE}Oyygg H0R5j.BARS CONTINUOUS W STRIP FOOTING W/ i DECK ABOVE KEYWAY.PROVIDE S/B"X 17'ANCHOR BOLTS O 4'-a'O.G YAK AIM 111{IIfl1,9a10171�0IDe{B�� HOU5-SDS 2.5 W/5/8"DIA. ALL THREAD ROD HOLDOWN. E� n:i 5/8"DIA.A.B.06'-0"D.C. I ,i APLL/FOUNDATION COWMNS TO BE N55 3 1/7'%3 1/7'XI{•MIN.2 PER WALL SEGMENT ©5/8"DIA.%3'-0"ALL THREAD ROD W/DOUBLE NUT WASHER 7xsxta CAPaBASEw/ µ7 r*,K UMWE t BE{9•IK S CONNECNFOOTINGS TO 4B•%12•SLABS M___________ ____ ________________ _ iSET IN CONCRETE //SS ^I T____________________________ __ 50 BARS EACN MAY}••OFF BOTTOM. ________ i : ' _ 0 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS �. L_____________________________ ________________________________________________________________________________________________________ 3/a• ' i 4.DUST OI CAP OBE{"S AND LONG ON COMPACTED FILL u i , -----------T__________ _ ____ ____________________ _ I CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES `� PROVIDE BS REBARS M N g, CONTRACTOR TO PROVIDE BASEMENT VEN7!unON AS 12"O.C.VERT IN MAIN n TIE 5, CONT BY CODE(MNDOwS Ot MECHAMCAL7 •I PROVIDE/5 REBARS O •I NO TO FROST WALLS.WALLS T0T1P. WWW.ERnNOOTECfSCOI 12"O.C.VERT IN MAIN CDNTRACTOR SHALL I CONNECTION WHERE POUR B.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN FOUNDATION WALLS TO TE MAINTAIN 4B"MINIMUM IS NOT CONTINUOUS. {'-a'MWIMUM COVER IN TO FROST WALLS. TIP. FOOTING COVERAGE 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS TYP. CONNECTIONISNC WHERE POUR DROP TOP OF WALL 1 IS NOT CONTINUOUS. 1, � ' -�_ ____: i 12"AT DOOR OPENINGS &SEE STRUCTURAL DRAWINGS FOR LOCATIONS O'ALL STRUCTURAL COLS: BACKFlLL W/CLEAN •I B.CONTRACTOR SHALL N07 SCALE DRAWINGS FOR DIMENSIONS ANY MISSING. NEW HOME I - ' BP CORRECT.HI CTQUESTIONABLEBEMET E RENSONS NOT BROUGHT O RA ATTENTION _______ ___ COMPACTED flLL I THE ARCHITECT BECOME THE RESPONSBBITY O'THE CONTRACTOR. . O CUP ANGLES _ __________ U FOPL 1Vn N 2 L4 X4 x,/INA. i GARAGE SLAB W//205/ DIA. 5 BbLTS EA.LEG ! (TOTAL 6 BOLTS) I D ILL 14'-6" 14'-6" 13'-0" 12'-10' GARAGE FOUNDATION: 8" W/20#5 TOP!BOTTOM BAR. q COMPANIES,LTD_ j •- - 5/8"DIA.ROD —- REST FOUNDATION ON 20"X1O-STRIP FOOTING. •I I TO SHARE P I ¢ ci o ' ® ' PROVIDE 30#5 HORIZ.BARS CON,IN STRIP A.5 j I FOOTING j C j FOOTING W/KEYWAY.LAP TOP/5 BARS TO H ______________ WBX24 DROPPED STEEL BEAM ABOVE I_ ________ _ '_ AX24 DROPPED STEEL BEAN ABOVE z e •I _ MAIN WALL BARS.PROVIDE TRANSITION I 1 16 4 N I— REINFORCING W/AS HORIZ.BARS SPACED PER WALL SEGMENT BOLTS 339 CHURCH STREET j ------>-- VERT.O 12.O.C.PROVIDE 5/8"X16•ANCHOR BARNSTABLE,MA -----+-- B a BOLTS 0 4'-0.O.C. MAX. BP ________t3 _ )z 36"X36"X72" 5 UNE OF '-.✓ ��j ' CONIC.SLAB FTG - : _T�,^�� D ________ m PITCH 1/8 PER FOOT WNDAnON HSS 3 1/2"X3 1/2"X1/4"W U N INI I—f P 1/2X6k10 CAP k BASE O i� ' C TOWARDS DOORS A5 .I - WALL BELOW X 48' 48"%12"FDDTING W/SOyS BASEMENT , 'x --- - �'� F. •' EACH WAY 3"OFF 80 0M. I SEE SHEET A6 FOR p PROVIDE p5 REBARS O DOUBLE JOIST$UNDER SECTION TRROUGH ----------------- --- 12"O.C.VERT IN MAIN m' ALL PARALLEL PARTITIONS ---- - O STAIRS FOR DIMS k A; FWNDATON WALLS TO TIE _ ' CLEARANCES -7 N TO FROST WALLS. TIP. ' -_ _ _ .I 1 _.. _ ._. 1 FRO CONNECTON'WHERE POUR`"-' !� j •I 1 UP S g 3 2 1 1 3 IS NOT CONTINUOUS. EXTERIOR WALL H . a ' A. I•H t 3/4" ' '. ------------------------------- -------------------------- __1 -- ------------ : : :- . r I I � • = � 1 'T'7 , x I A.3 ----- -- ---------: --------__-__-------______-------- ----------------------- oT TO umI T ; , — B, DETAIL, PB M aE=s=r m A 9aM0 I • ----------- H : _ _ . V I TN AN osaNAL AROYTEGTs C37 i As vLTem Mn•a•wNSTwcnoT gr� sTAHw AHD sHaHAn%s a MAHe® �•-- i '-------------------- ------------------------ rn ! ! ! I DET : H 36"DIAM.CORRUGATEDAiL ---------------- -- GALVANIZED STEEL . PROVIDE 12"SLAB FOOTING FOR zOm r>n ARwTECTs,we THE mA.wo AND i _______________ AAIHS POUTED_(AEON OA REOVION. AREAWAY W/GRAVEL - BRICK STEP. INCLUDE Fa Au O 1HHE OCAS.ATNOIEON m Draws Arm BED,TYPICAL PROVIDE 12 SLAB FOOTING FOR REBARS O 12"O.C.TO RE THE>®Y A�OwHm�.Arm REMAN m FNrnmtt RICK STEP. INCLUDE S4 IN TO FOUNDATION. W wT ARaaTECTs%c NO PMRT TN ItOW SHALL REBARS O 12"O.C.70 TE BE UTwaM Mya BY ANYPUMVM oEAmN.RIDL DR CaaO OM IN TO FOUNDATION. - - HDU HOLDO F 9 OF THE IIIIIA nTTMia�oBn=MOnt Q PROJECT FOUNDATION PLAN A DATE IS8: 320BDB DATE ISSUED: 05.11.10 If REVISIONS: A 5/8"DIA.ALL TIRE STAIR LOCATIONS/REVS: 06.21.10 1HROUGH STEEL FLANGE A.3 BSECTION PERMIT SET: 05.11.10 PROGRESS SET PRICING SET PROGRESS SET i I ! EwsnNc 2X12016"O.C. Ij 2X6 IiI REGISTRATION 0 0 l.t ---- -- STEEL BEAM ----- SCALE:1/4•-1'-0- 0 WtE /B"DIA J-BOL 0 1 2 4 a L TO POCKET UNLESS OTHERWISE NOTED. ECTION SHEET N0. FOUNDATION PLAN B & DETAILS I A 3 TOTAL NUMBER OF SHEETS J IN SET: 7 I ' j THIS SHEET INVALID A UNLESS ACCOMPANIED BY FIRST FLOOR FRAMING SET .3 A COMPLETE SET OF REVISED SET. 06.21.10 WORKING DRAWINGS 1 I - F 39 ? ERT ,2'-0- ', -6 3/4- <!A3 13'-5 1/4' 10'-0" 6'-0' 14*-0* 6'-0 15*-10' 8-8 1/m 7--0' ARCHffEM,INC. 0' ATIND79M#DrrEZMEE9XDG=*� .. ......... -- ---------------------- ----------------- B Z-tf ------------ 446 ;� oanma%uwo r -------------- PO=30 ms YANIOUNVOK,MA 02M ==---O-SEA, I BUILT INS1 1/2 W td 0"301-� T� 1/2. Im 06"362-4m HERW.I.C. NICHE 1/4- ------------------------ ---- i ,11 1 J�qII NEW HOME 6-10 LINEN '-0 1 4 1/ .3'-5 1/2-L 6'-1 31 FOR: INTERIOR WN W LOFT M.BATH b F DUNHILL INTERIOR WIN/. I 0 26,68 0,PEN TO COMPANIES,LTD. 11 ON BELOW 13 M. BEDROOM 12 tll-\EILING SPA BONUS SH R BEDRM. 339 CHURCH STREET OPEN- 10 - F7 RAIL BARNSTABLE,MA <1\ 7 HIS INTERIOR 6 5 — TRANSOM ON 2 1 T r----:r---- kL.3 WINN)III-E I - b AT ._O- ----------ti 1-0' V-O' ------------- TW2442 1'-0" ------- ....M44 ----------------- STAIRWELL �s ARE-T TO a FOR G M COM.M CENTER PuRposcs VNLEW &SG.0 —AM—AR- m 6 -0' 10 �AMP AND SiGM MARKED V-6" 5'-0* 5'-6' 6 WNDOW IN '-6. 7--o. OR SECOND FLOOR PLAN .P MT mmres�MO PARTthmcry soli DE,"_—FMA OR CPSaAIRW p'p'E�..� �w�— —IEcm DKI PROJECT#: 320808 DATE ISSUED: 05.11.10 8'-8 1/2- 4X4 EWP IN BETWEEN VANDOWS OR 209 1/2*LVL HEADER REVISIONS: -------- -- ----------- ---------------- - --- --- -- ------- ------ OVER MULLED WINDOWS STAIR LOCATIONS/REVS: 06.21.10 =11t DOUBLE I L-4 III 24F3/fjX9 1/2"L PERMIT SET., 05.11.10 _2_ 1 L— PROGRESS SET x PRICING SET z Ea PROGRESS SET o LS-5 /21 ER —2XID014"O — R.4--4- \1'2�3 x "LA I . I . . .1 —1 !2 . !2 I ON I XMCE N OVI RLA I I RIDE EPAR I I REGISTRATION Z :02XII - I k I t :1 1 d I 'r2X9 4 x x SCALE' 1/4--V-0- -2X1 0011"O.0— ON x --401/4)3 T1 BEF.001 201 3/4-X9 1/2"L'I X I a -j X 1 0 1 2 4 001 IBI E UNLESS OTHERWISE NOTED. ------------- ----: SHEET NO. =111L J-41 All— A.2 --------------- --- ------- 4X4 EWP IN BETWEEN WNDOWS SECOND FLOORPLAN IX8 NAILER— OR 2*9 1/2-LVL HEADER ------------ .... OVERLAYOVER muLLEo WNDOWS ROOF FRAMING TOTAL NUMBER OF SHEETS ROOF FRAMING IN SET: 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A comPLETE SET OF REVISED SET: 06.21-10 WORKING DRAWINGS i 6 ERT AS � ASPHALT RIDGE CAP 4 kRCHnFk M,INC. RIDGE BOARD OLL VENT 5.5 HALT ROOF SHINGLES Ai0�1D av+®=��awm�s ' FLUSH HEADER 12 5/FELT PAPER "7 FAM ft E� 5/8'CDX PLYWOOD ATTIC AMR VENT �� t- - ---- WAMONVIK NA- R-30 FIBERGLASS INSULATION � II ---------- OM ,z 1/ p��� �3 .. _z i���_ •zcyz ,• .,z_ As [s-_. _r:..-.---...— ..•^t,a`_ts:,'_t:�ttz:,. -r �[ ���3 Ell 2 ;= r .r. ..w.ERTAR� � II :.::TUNE OF DORMERS• 12�^^.5 2XB CEILING JOISTS 2--,...._• 3- BEYOND. d0 s•O TYP.WALL NOTES ®16"O.G ROOM : SECOND FLOOR m BONUS off. NEW HOME 3/4-FINISH FLOOR 3/4"FINISH FLOOR FOR: s 3/4"SUBFLOOR - 3/4^SUBFLOOR SECOND FLOIXt SECOD FLOOR ———— N— - . ; _> -�' _ :r x FLOOR DUNHILL GARAGE 2ND FL ADJUST PLATE HEIGHT— - ux TO ALIGN EAVE W CON�LIE`ST LTD. MAIN HousE 2-CAR GARAGE /C2AOR/A5M FouNOAnoN: . REST FWNOAi d aT0°zvzl°a s iaoTMG 339 CHURCH STREET FIRST FLOOR P��w n 4,TS 5� BARNSTABLE,MA I REINFORCING I 5 NORIZ BARS SPACED I io VERT.O 17'O.G PPROVIDE S/B•%16'ANCHOR,may BOLTS O a'-0"O.G YAX FIRST FLOOR FIRST FLOOR y — ——— - ———— AS RTCH 1/B'PER F007 ,�y w;',..n ;•. J• , H& ,2�•'iT 30. .•.O wJ:\.^'i tYXf%�' 1 TOw DOORS .. - 202%6 P.T.SILL --------ARAGE�-- DROPPED STE0.BEAM ,l 2 B CLEAN BARS.TOP hBOTTOM. —i _ _Iia= CK� I i:...._.. FILL + FULL BASEMENT ,0•CONC.FOUNDATION WALL —111.— is i.._..� I I__ •4 CONC.SLAB —) I-- . y i TNEsti:wws AR[NOT TO a usm •COMPACTED FILL wiss n�lam e ' AA �I rTH AH Olamut AROOTECl4 -----...__. -X20-CONIC.STRIIPFTG. ^TDL' CTN AGE #5DBARSCONE? FOpG O A5„A RR T gO,-DR•��DGT�N g,-. - NG,NE aur,Ics A10 ALL OC➢E MEAS.ARMMZ M OC-L A A SECTION HOUSE PLA«=�G�,�`��m T1mPLQ ARE ONNED BY THEREON RM R THE PROPERTr OF MT A TECTS.INC.NO PART TIQREOF S NLLL BE NIR,]fD BY ANY PERyO11.R OR IXROORATION FOR ANY PURPOSE.E% T%1TH SP ROTTEN f{IWSS1011 0,THE m CRT M TCCTS OIIK PROJECT #: 320808 VICE 3-WATER SHIELD TYPICAL DATE ISSUED: 05.11.10 REVISIONS: STAIR LOCATIONS/REVS: 06.21.10 12:12 12.12 - 36" 8 WATER SHIELDILE O EAVES TYPICAL PERMIT SET: 05.11.10 ROO % LAYER ICE k Z.Y PROGRESS SET n WAOR BARRIER _ 1 PRICING SET - 1 �1 COVER SFIED PROGRESS SET ROOFS W/I LATER ICE k WATER BARRIER. /a Z.PLETELT COVER SHED . ROOFS W/1 LAYER ICE III WA BARRER-7 5+/-:12 ICE h WATER O VALLEYS } N I ^I I _� p' CAL ^I REGISTRATION /}__ `---W1a'LfILLY COVER SHED .t •� ROOFS W/1 LATER ICE k N WATER BARRIER. SCALE'1/4•-1'-0- 18"ICE 3 WATER SHOD O RAKES v . TYPICAL 12:12 12 WI 12 12.12 12:12 12:12 0 1 2 a 8 UNLESS OTHERWISE NOTED. 36"ICE C WA 12.12 12:12 12.12 �' R SHEET NO. i' A.3 SECTIONS/ ,B•ICE 3 WATER ROOF PLAN SHIELD O RAKES 7YRCAI TOTAL NUMBER OF SHEETS IN SET: ROOF PLAN 7 SCALE: 1/8'-1•-0" THIS SHEET INVALID •� UNLESS ACCOMPANIED BY A COMPLETE SET REVISED SET. 06.21.10 WORKING DRAWINGS F .. ............._.... ._.... _._... .... .. ._._. NOTE: 0 SERIES DOUBLE HUNG SERIES ANDAAWNWGS� I TILT-WASH WHITE MNYL CLAD EXTERIORS AND SIMULATED DINDED LIGHTS. ...,,1.......1.a..-....i.......1.1......:......._.t_:.........:.A........L,_.._..i._J.,....._1_.....L:.._._:-I.......J.x..._....A._.....I.,._....:........_..!..,......_..I.._..1.:,..._:.I......,..,......:_!.........!.,.........J...._.7.x.......A.:..._L:........_.....__t.:.._....,.1...._.! ....A.......I..:._.........i......,1..:..._ U___,-�1.-,...-_.!L.�..._11_ .it_�...-_!1. 1L--,-.tl-� ---:-,1-_... _ ALL NEW GLASS DOORS TO BE ANDERSEN 400 SERIES WHITE ERT ..L`• - -1.+-•.L_'_!-L�1 , -L- VINYL CLAD EXTERIORS W/SIMULATED DINDED LIGHTS. 't - - �D a_..............-!.l_......,..__..1.1........., ....i;_... ...._....I.L....._..:.........A.I........:_.„...AA_...""_....._..!L..... ....I'_ '..AA........... BOARDS .........i.I..._.....u..,...!.I.........,._....IA�- _ ! ,:L^ 4 l�C11111�.�1..i J�IN/'� 1X4.1X10 RAKE :r .! i.?. Z J,,;' :..t.T,+'CA(i.L ,...__A.L_.......:........:.A..._._..... :... 'L-...,-_:1.__.,...._..LL_._..,.,._.._.!.!...._...:__AA. .!... ,:.:......_.l.r_._..:__:i...._.._._...1.-._.,.,. .1!__.... _l t..-....._..rJ " ..._ I. .t_ ..__L!.._.._:.:. �x- 1.::r-.:::.:r..._ r.._ ..r' t !! .:4.1:'::TI1-. _ ......,....? J.- ARCHITECTURAL ASPHALT '•:! ..' 12: '11• ROOF SHINGLE$ _ _ _ ✓ ! __ . WRKM*t - 1 !.. - r• t i '- .!' �t 7": !'�I' I r,, :,r ,!,. y�,y� �yy� '.i.a.__....1...'.1,._...: ...1.......1,_....t._......:._._.:,1_,.'..L.:..........i....._ L .....11.........A....!.A.x....._-.I.....-!:..._.,.,:: ' L........A, ', a-- 12 r 5 1/�Y�PM NA 02 Y DOGHOUSE DORMERS _ - -! _�.= T :: t __1__1%4;IX70_RAKt',BRDS:.!.' �. +'L'.,' !.7 !.7 .il:!''t L - _.1____.:__._,L y '..-.._...J.,_.._._ � 1'! 1~.n,.. , !- IY (,�L� W.C.SHINGLES .1 , �.i -:L rL �_ 1��. ii_,._�. i 'i�i..,T :I _ 1-.,..-l.t s- .L' i r L , - ,Ti '` IT-t .•_ LX5:1x6_CORNER,.! :! ..-J.L.-_. _t' JJ_� .. r L . SO A !1 .la-+.L-tt I .. 1 1: ,, .�_'� 'a..-•,.L1.J_..1' - - Mw.ERTNtOaTECRCaL! ..1.I_....-_..Lt.___ _.A1.. xL__.._,___..i�_-F _u___.,.,.._ .IJ.._._..,...,.,a...._.,..--__� % _ TWfNDOtr9RILa'L'•-` 2 .1�1 La.. L: I r'' , CJ L 1.! .._ .1 1..-,f - r ., .I.i .:,. ..!.! :.,_.....11_...............1 A....„ 11. ,•.......:!....._.._.:..... ....Ll........a..__....J.!..... .:1........... 7 }r !,,! .....lA...i.i... ..-....._! ,....•.,..._..., ....1..... ,..........L........._.....tl.................,.,._ �,`.,: 'r�}� n,.' h..,.c-,'� •! ''-r ,'Y! ,{t' '? $ECOPII)FLOOR _Y, 1T... !r` T.. _u_.L'_ _�-....._._LL_,.�.LI--•___L'._._...-.. ' -...__.LL-_.__.L.__•._ _ -_- - -- 1!' J�-1L,._� .1 L.,111�!'. ------ -•- _ -. . ::._.-;... ], �..T`' 4rtf, Li.!'..lrT !.x1�;..t --- f3ARA0E2PII)F[OOR� 1x8 FRIEZE ,.r"T.r r r 'r'... - 'tT„' T ._.1�u. NEW HOME _._..r.� ALUMINUM SEAMLESS GU •r •� ,T , !...' t!"' 'r t`r '!' r - NEW MUDROOM h GARAGE J1' ';L' i L D i ti ,.': !; L._i.,7 y1CLT'. J:1�TI- DUNHILL L! 1 _ !� 1 1 iw rr 1 '.L�;L: 4 1.. !1 ':f i'.it.:A ^ta i.lf. .i.iYl�,.C7.,, f,-'C,:? 'r'� 7 1.11 ?..L'1 r1. 71 7 ! LiL -ll!5:7 Lf 1..7 I-. W.C.SHINGLE , 6 'W'r,' ^r-1'r, rr�-'"�•�> r;i-rr; •t'••- r ,'t�-,�rl-: CONOAMES,LTD. T , r- r. .. t�'t:'.!T�ft..!,,,Ti.-�t"i{;'7T.:u...! ..!.!.!... t......t! 1...:x,.....Jail. J...,i.:!a.1.l:.T i.!.''fL...._!.i. !.,:..,..!...L.. ...1....... ..J x1.L...!!.A. ..1 ' ,J'' .'.l i.'a, y F 5 L;? ..tii� rxs..ipaR. C! 'r!.Lll �L.t r.:-riJ!..,L.,.IY.� !. r< ' !. J. .,i. L!., .r�, L '.Ir +..!r.,t_1 U.Y."I. J.�.r ,f'i. 1 J i. !^:_ .Li'_i FWH3i68 - `L"r:r 1. !...L. - :-ir-i''13 ,. R FIRST FLOOR ir,TrTI i r ,Tlr- 'I'.,i47: 4 ;- T ''r`' 3os8 ,i ,r' i-„ r'I '4",r Y,-�'i r ? ?L 1 r Lr_Y'1! :rT'T-"r 1"'1•,-,`rr 14 _.:r-rT- Lri :-Tt;l? FIILSI'FI.00 �---------- ' �•, :-r�r,!1-! ,rjr:Ir,l 'r!T: r�, ,r-��..�' ` l`rrr�•rt_t•rZs„-r,'--r Y! JLrT-':'-;=;i•`i' rr;-•; `4= -: ; ------- -� 339 CHURCH STREET BARNSTABL ,E MA 22'-O• 0'-0' DU4-SE)S2.5 26'-D" HDU2-SDS2.5 FRONT ELEVATION z :-_...�-_:.-.�_::_ 717777727., „ , .li7_ 7 7 _.c.77 J.t_7 7 :x__.._1L 7T_LL_ _..� ti J.L_..� _'L_.,..-.LL_--11. " �: �.A.-la.__..'._�..�._, .,..__..._.....................................T-- :, _L._....L....... __,_!..._.._L,..........1._.....:..x..........i.._...a.:...._...:_!__._!.a._....A.._..A....._...L__...L:._.._,..I-...-.1..:_.__,a____I..a..__:.L...__!......._,..i........a.:..."._..1-_ ...L.._..v.,....._..,.!....._.:.:..._....J..._., -:1 .., i!.. , , ,^t„i!��.r. .:.J, ,•^iJ�.'.-L-4--,--' ,, ..a .-1.1: Lam ARCHIT ECTURAL ASPHALT ROOF SHINGLES ARE rA:`I..iT.Tt1" .*111:T.�.�i. `O !:1_:.. .! ...-ti__- -_t_...-!_L_..-!.:._�,-�.__.,_!_t-_. - .-i 7`!:,.- r1--"`':1 J, !'tJ. 7.t a„x,A..! miLESS NOT c 0, tl, ! ,! 1. '•r! .! r !!._ !'+ SHED DORMER Pu wwD�.5YI5 K,1ROD1icrs� i T 1?1. .L... 't'1' J. _ i. L,i A J. f 1 .,!:1:;! . 'iT,r7': r.: , ,UiT�� nl aaau 1X4,1X70 RAKE BOARDS .'',, .:,,, .:. , , ,.,::, - ws sgERr�rr sµD',•OR 4•CO�NSrpK11W sFT. ' C.SHINGLES .... r !, ,; 1. d66�:C.=!--''I,� 't` ',1,�_ t - -•' .��-' f _ ll: .."i Tl.`.'r:'.:.x.... !.A.CiC.f_ ,:.1 r_T,/7'.t;O1.!i`• a.l'.,t.l.i -1_ 4 x.............._.._!.._...1..__i1` .._-L_.'.-T..- DESO S MID AW ERT IAOETE TwA__L'O---L`y lED I,IEIS..�ANRAN �REPfES]ITED 111E PURs wuu • 11E18Bi,na o.RED B,M0 REYT T!Q weorrnTr ,1 is y�p,�.yj•p,.yy� CE FAT,VtODlEC15.VC MO PM TREAEOG SNMl - &OARA($;2AID FLOOR --- --- I"OR M.r PURPOSE Ex®T an!�Eavx aaTrtR: .,:,;�, ,,:„ „, :: - _ PEIDomPI P THE i11b ERr•Aoaacls we , St.t _ L ,: y iX8 FRIEZE - r 1: `r -.1•-h-r -rti-Lr'.: •1Y"t r 1 _t ..!_ .,.411+..n-? .r `!.. ,..,..,.. _ ! :.1 _ ":r� +_.r..!. r Lf_._rrC.l.r r i frl•,3;J �..'' � _'�+�i= '?� ..7i'r�^';1 ,i�, 7. ���lt''!I-r�rlrr-ri'!'r�� ALUMINUM SEAMLESS GUTTER �PROJECT y: 320808 ! 6 !: DATE ISSUED: 05.11.10:1 ,.,r•.. 1. ..7 1 .i ....i" S MMON. AUL..+.!.i..,.y,.',-•, r...h. !. !"'1f r_'.1_ _.. . 1'.,, T' . REVISIONS: NEW MAHOGANYSTFM DECKING 8 !-!.1:,L -L .Jr_..J_1__.J.�},L.:.J.'A,LI. _.J !�, r}-1.: W.C.SHINGLES RAILING SYSTEM ON P.T. ....!,..r.,..,..,.; ...!..,., ..................... x..l:za.•!, DECK FRAME f L .. _ -� .!' y.-1. :.a.ir_.l. r I T..L...,L,;.LC?_I.i.;: _ 17._ t'. t ,�,: ...1. ��. ! ,. •: , C• t "Y:!-:5',, ,.r' "r! ,{ :.� STAIR LOCATIONS/REVS: 06.21.10 t , ULKMEAD 26'-D' 10'-0' 55'-0' DU2-SDS25 HDU2-SDS2 REAR ELEVATION WRmOWDOOR SCHEDULE PERMIT SET: 05.11.10 WINDOWS PROGRESS SET . UNIT NO. MINIMUM ROUGH OPENING 'if PRICING L' Awzs 2'-4 7/e x 2'-0 s/B• PROGRESS SET , �:}� TWT2423 2'-6 1/8'X 2'-5 7/8' ! .!.1 ' 1 i ...LA.........:.o-._ ,.LI!.. ! ...11...................i.!..........,...'..A.1.... ....................La.._.....,.1........i..x....._...1_.....I-,......._-1._...a.,....__..!........L.,........,..L....._I...._............._.! J..,,._......1..._..w.x.........1. TW2432 2--6 1/B-X 3--4 7/8' ...., .L___L:......L..___L:_.-.,.! '.__..,..t_. .J.a_...t__.L!-:__.J.,_._.J ':_._...L_..._t.�..__,_L_1_: TW2442 2'-6 1/8'X 4'-4 7/8' TW2446 2'-6 1/8-X 4'-8 7/8' - ARCHITECTURAL ASPHALT --.r:__:. ,i' -,,; .:J-q '! - _!Lr _�..i-._. i 1__ r _ i - !rL! ARCHITECTURAL ASPHALT ROOF SHINGLES ' -=+_. .i' _l.. DOORS „ , „ , , , `.LL..._.a�..._!� �l�•1_x._.._. ROOF SHINGLES lj­ FWH2968 2-9 X 6-8 ! ! .. r�•' -i - ,rr !. ,. .•L-L, FWH316a 7-r x 6'-e' ,:_,1•l-' ' � ! ?� U.. SHED DOR ER SHED DORME DOGHOUSE DORMERS '.... ..:'__.-- 1 ..-�i'':....i. .._. FWG6068 6'-0"%6'-8" .,1 . W.C.SHINGLES '' - " --.. „ _.llt I ,T f :i:_L�T.r..,.,L,3' '!..!Ll' ,.._•T ' L i Bore L.La 7 .U.1u-.....:7:,,.1�.7..� ... 4h .rl.,i.. W.C•SHINGLES L I. � _7T J.a MJ HEv tNCiNNOOiiiSSO S BE ANDERSEN 400 SERFS nT-.N91 C J C-!xt. 1 m t !t.+ r REGISTRATION ., DOl1SEN". SORES AND••AND ,: T,r•, :j�, -i!?Z!!!'1 ':,.,:,!y. ..{.T31, 1X4,1X10 RAKE BOARD = _.......A..._...i/._.... !L T :i.;_i i L _i_:!- i. [ - i MI[wm EinD Exrl7taRs Mm 9wurm mvroED tJorrs �, ro• Ld„�;p,� -! q,G t ix41X10 RAKE BOARDS -11-,. �' ,! RrM'vt �ExrrlD�W swuw �u�a,i RePrE o, ,'a•+rJNEW1GA8 '' - ' t........1.,.........1.......1 „ ...!.,........,.L....A.,........:.!...... ,. Tf x :' A � l�'M°!�AB r'X'f € ^_t!�?_.,.1.T7i.-;1, r .a S:.;p• .. i! Q• a_.0•_ ._._.........,,. :o n I�.11';.LLL! I LL`:.{ .�fa_L. { 1:�-LLIi 1'.r'!t "il!' r._lJ+r1r_ 'J.,. SFAOAIDFi.00R� SCALE: 1/4•.r_D. &GARAGE SECOND FLOOR r-- ' ." 0SIMPSON1=6'-STRAP L_ - ----- - • uPAO::.............._.,.._.;. _rSISdR150 ..C516'15.' ai' 't 11..;.!_i.;L1:J7.E1, 1L'JAi!;.f !"L M,P.SO,.�Y5tb�1 D 1 2 4 8 ,J i RUN ARAGE DOO HE ER$ �'LJ' !_r'-I `iT�' ..rr.. _.•: 01 AL07 f,1,J � C l IS ! ^'� �• ,L �� �u� rl' '. !_ � i� UNLESS OTHERWISE NOTED. • !'� LONG HER ADA N RROW 7^' Cy ,! } (_ -[' , ,_..__.,..-._._.-.......___.._.-... L,t .....-... .. W l WALL BRApNC NEW MAHOGANY DECKING 'lll.l- t'(T1'( �.1��{.CIr1Jt^'f'!6 r ! I RAILING SYSTEM ON P.T. JY!i � � I( 1 NE MO ANY DECKING h DECK FRAME -!L"L�Ls;77 T SHEET NO. L_!��-7 ' !_-�I_�� !- 1 ? _ Fit SYSTEM ON P.T. !T DECK FRAME r' ,: - -rrj I I,. W.C.SHINGLES �r y .. I I ' IL__ I � __ i!. 1 -'.!. r .!.. W.C.SHINGLES - __, .. _1,r ..... r.., yy`t.T ^�a� `_ I7r r�_ . A' 'ri� L�:' +517. Tr !1� ..r . ELEVATIONS GARAGE DOORS W/TRANSOMS , , II I _'.. ! �I II ''f' ,'} - ',r'! !T"i�lTI !1 PIRST FLOOR J !- L_._-I 1.-��J �r� i___)(-._.J 1 I l___J -J j;. I• ,I ...�L.1 !i 41 - ------ !-= T� �r =;1_ :. - - '}-ma's' .! - r''. 'r'1. -r`r!'-17i`-,t �''` t, ',-t'rf: `r-`� ------ FIRSTFIAOR IN SET: 1'�-= ,,',.,,, i- = ' 'r 'I� TOTAL SHEETS ! r41 i T -, ,rL1!�'.":L,i!L lL. J_t .t,.:t ._ HOU?EEL OVEt{HEnD-D .5,;!'-i I-.� �LA�oGDR ,;ti;�: , ,..,.: ,.: . ; -� NUMBER OF FRON FJV. - . 26'-O" DU SEE BULKHE D 28'-0- RIGHT ELEVATION 2'-O' 27'-O REAR ELEV. LEFT ELEVATION 30' THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET F REVISED SET. 06.21.10 WORKING DRAWINGS ERT 200 RAFTERS 15/FELT PAPER ASPHALT ROOF SHINGLES TYPICAL WALL NOTES 1_ ��I• 6 NIL POLY VAPOR BARRIER f EXISTING 1ST FUi L'XT. WALL 5/8'COX PLYWOOD BOLT®IAQ_2'OGC V.ANCHOR / ..`I. 6'CONPACTED.FlLL �� l�R�. �5,INC. -i/'• �-• -;,f 202X6 P.T.SILL Ae®elaronflama�atas.elmn®s 4'CONC.SLAB �7 �K my 6 f SILL`n,•.✓'✓ ._.� .._.� _ _ „ SEALER G SIDIN SEE ELVS) ' ••�!• 6EILING J015T'¢;'I FINISH ADE FILL k TAMP EXISTING 2%12 FRAMING • } G !' If If jf p a TYVEK HOUSEWRAP i= !: . flNl GGRR FOR 1'/FT.ROPE,S'AROUND y �s AA ,1. ,t. 1X8 FASCI \ "�\ •� _ 'f FOUND TION. 6 +' It 1/4X3X3 WASHER 1/2'COX PLYWOOD COR_A-VENT w l — — .—. .— tf' .!. X STRIP VENT 'f —_—_ . 2X6 0 16"O.C. 202X6 P.T.SILL •�. i•�.. ••n.ERTEaoatEcrs.cw „ � N =IIII-IIII—IIII '�. 1X8 SOFFIT •µ•� , .- ,. SILL SEALER _ R-1B FIBERGLASS INSUL IIIIIIIIIII�_-IIII_ 1%8 FRIEZE BRD. 6 NIL POLY VAPOR BARRIER ` i. __—III—IIII-I 5/e'BOLT 4 0 4' 12'GALV.ANCHOR III = I I I III I I' IIII -0 O.C. 1/2'GYP.BOARD 2X4 KEYWAY _—IIII-II I I_ = IIII— NEW HOME WALL NOTES i 30/5 CONT.BAR =IIII=II I-IIII FOR: J —IIII-IIII ".._' IIII—III TT77 IIII— /5 VERT.BARS - 1%STRAPPING O 16'O.C. \ ' =IIII— O' O d., —IIII—II i—IIII &AROUND ALL OPENINGS 7 1/2'GWP.BOARD CEIU REBARS,CONT. NG 1 BOT.OF FOOTIN D lJ 1 V S11LL 4'BELOW GRADE_I I I. r✓� NI —=—III I IIII II NIMUM. I III DAMPROOFlNG , COMPANIES,LTD. I I r ¢ r O TYPICAL-S-ILLL DETAIL 339 CHURCH STREET TYPICAL EXTERIOR WALL DETAIL 1 SCALE,-t/T--V-W BARNSTABLE,MA 1 O EAVE-SECTION @ DORMER O w E,_ _ ._• ® 'GARAGE SILL DETAIL u HSS 3 1/2-X3 1/2"%1/44 W/ P 1/2%6X10 CAP k BASE 0 48 ALL—".urn uA m o.s v wr EACH AY FOOTING B TOSOBS w�tcrzT—w—wrw,A Nor¢r.umEtELr EACH WAY 3'OFF BOTTOM. mm4mr¢mrEtmN mrmmoNs Am 6;6,c. xm. ASPHALT ROOF SHINGLES ! COORD.DIN. W/ _ 20 p5 REBAR I I ODOR LOCAil 4 4'CONCRETE SLAB 6'APRON,THICKEN TO 8' 6 MIL POLY -, O DOOR OPENING 17 GARAGE DOOR CONCRETE FOOTING VAPOR BARRIER 1X4 'i�•• li' Ii' li 1i�i. GALV ANGLE W/B4 BASE PLATE . 1 X10 N.T.S. I I ANCHORS O 3,-0" !'t O.C.MAX TIQ PUNS 4NC MOT ip BE USED .a. f•1 I!, F.O.F. I F.PaaurrPic al ca4IXUCTgN - \. I PlXaosa unass srumEo r saEo r I .. sr•.v ANr SO,, c A, ' As sEWT SEr ors-casR CIIW SEr. ---- i i `may •3 0/5•REBARS,.CONT. OToro EAr w+onacts ux.tl¢onAtdcs um BOTH WAYS(TYPICAL] ALL W THE MEAS.At11tANeevErrts.oEsws um 2X4'KEYWAY: L ___.i�ii-: acP TNmmr. 0 eY:vm� wm�[nTv _..... - W ERY AR 11=L aC NO PART 1HEIEOP!N_ tl •'j,.; III" Ii ___q___- _- -----__- ____ II BE vm!>m BY ARY E.CMTPCMX Wb,ON GLItPORA,ION W ,. : :- -. il)il ANY PlIMOSE EXCFPT■M SPEL4tC tWT1Fa i; 2 0./5'REBARS:GaNr::, -k.�\,-\\�i\\ III $`i .'• — .. f.... r. — — PDmssw s na FwN mr ueo•tEers. TYP.WALL NOTES 6"COi.(P..FILLS i/\% , _ — —�•"" ' PROJECT 320808 u;--.[ ut:,, .,,i uit--tau—nn--: •,y \\ \\ \\ \\ .\\ \\ \\_. ,'_: //��� --11 DATE Issu ED: 05.11.10.I . %\ X \ \ RENSIONS: � I lli- iI--Ili-I I =ii i=!!ij • STAIR LOCATIONS/REVS: 06.21.10 g O GARAGE APRON DETAIL O COLUMN FOOTING DETAIL O 5 r TYP. RAKE DETAIL SCALE 1-t�'-1'-°• s�t-t/r-V-r PERMIT SET: 05.11.10 \ BLOCKING AT 24"O.C. DO NOT BACKFILL WALL Y PROGRESS SET UNTIL CONCRETE HAS PRICING SET ' ATTAINED 7 DAY STRENGTH I I PROGRESS SET 6' .AND BOTH TOP$BOTTOMS—t�ti__. ��\�'�•. 1X4 TRIM,PTD. OF WALL ARE PROPERLY= — II' SECURED. =IIII-IIII .11. o� IXIO TRIM.PTD. r'-P'�Ty, l ASPHALT RIDGE CAP /5 VERTICAL BARS 018-QC—i:;t-' `li, 10'POURED CONC.WALL F#_;;I' =I 91.' wg li:Ii .11. �•'�� ¢a ROLL VENT PLACE 2 5 BARS O TOki�BQT-cEr ill. OF WALL de AROUND ALLY ,it 11 a i DOOR,WINDOW,AND 0M�72. WALL OPENINGS. 6'COMPACTED FILL _4 RIDGE BOARD SIOEWALL • • (STRUCTURAL SIZES CARRY DAMPROOFlNG !II_i III_•' •U• '�,.. I L MAY VARY) FOVER OOTINOPOF1X8 FASCIA,P1D. ASPHALT ROOF SHINGLESt '.p' ; 4'CONC.2-16D COMMON WAY . -NAILS AT 10'O.C. 2X4 KEYWAY REGISTRATION HOLDDOWN �ARSS ALUMI 15/FELT PAPER -I 5/8-COX PLYWOOD RAFTER VENT 30/5 REBARS,CONT. _! A ' ...'.I_'I—.ii.-'- scAGE t/4'-V-07 1X8 SOFFIT.PM. MAINTAIN IN.OF 40' _.. ...".., —i III--I0 1 2 4L 1X5,1X6 CORNER BOARDS .,�!_ FOOTING COVERAGE II_-III__=II!—IIII—IIII.--IIII lit—llii ® CORNER STUD - _ j i;i=l _ r= '--_ UNLESS OTHERWISE NOTED. • • CONNECTED TO I 200 RAFTERS II, j,IIIII�III W.C.SHINGLES FOOTING TO BEAR ON • TRANSFER - UNDISTURBED SOIL !� =iifi=III=IIII=i.ill __I�ii ill=11 SHEET NO. ETEVAnON T.B.D. i__:IIII=IIII_-IIII''-I II- _lill_IIII- A.S f:.. DETAILS '& —._.\ NOTES TOTAL NUMBER OF SHEETS CORNER STUD HOLDDOWN O TYPICAL EAVE O RIDGE VENT DETAIL O TYPICAL FDN DETAIL IN SET: DETAIL-3 STUDS WITH BLOCKING 9 '_t/r.t 6 t_,/Y_,'-• 3 `'" „� m SCALE t-t/Y-t da'`�T• THIS SHEET INVALID lr..E KLtT.M BA wut¢ mau.N•m pp.rEYr UNLESS ACCOMPANIED BY A COMPLETE SET REVISED SET. 06.21.10 WORKING DRAWINGS F TABLE 9. WALL OPENINGS-HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS ERT REOUIREMENTS AT.EACH END OF HEADER -' ARCHTTECTS4 iNc. HEADER SPAN(FT.) MINIMUM HEADER NUMBER OF SIZE FULL-HEIGHT STUDS UPLIFT(LB.)LATERAL(LB.) Av®LZe 40Tt>0aDn0>ffiatg40t�g .v.... HEADERS IN'LOA08EARING WALLS so FAR,K uw e 1. 2 2-2X4 1 277 1 132 F,p sor 30 3 2-2X4 2 416 198 �'M MA 02M TABLE 6. TOP PLATE SPLICE 4 2-2X4 2 554 264 1y Id�M • C 12 BUILDING DIMENSION OF WALL CONTAINING-TOP PLATE SPLICE(FT.). 5 2-2X4 3 693 330 �•+^/lil�►A� �a�� S+/—1 SPLICE LENGTH 12 16 20 24 28 32 }s 40 50 60 70 80 6 2-2X6 3 831 396 rwtxruoalEvs.f (FT.) UMBER,OF 16D'COMMON NAILS PER EACH SIDE-OF SPLICE 7 2-2X8 3 970 462 2 4 6 8 8 NP NP NP NP NP. NP NP NP 8 2-2X12 3 1.108 528 4 4 6 7 8 10 12 14 16 NP NP NP NP 9 3-2X10 3 1.247 594 ' 6 4 6 7 8 10 12 14 16 20° 24 NP NP 10 3-2X12 4 1,385 660 NEW HOME 8 4 6 7 8 10 12 14 16 20, 24 28 32 11 4-2XIO 4 1.524 726 NP- NOT PERMITTED - HEADERS IN NON-LOADSEARING WALLS AND WINDOW-SILL'-PLATES'..' FOR: •TABLE TAKEN FROM: AMERICAN FOREST h PAPER ASSOCIATION 2 1-2X4(FLAT) 1 60 132 DV1`I111LL s AMER:CAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WAND AREAS, 3 1-2X4(FLAT) 2 90 198 7 110 MPH EXPOSURE B WIND ZONE, 4 1-2X4(FLAT) 2 120 264 CONVANIES,LTD, a TABLE 6. TOP PLATE SPLICE 5 1-2X4(FLAT) 3 150 330 6 1-2X15(FLAT) 3 ISO 396 7 I-2X6(FLAT) 3 210 462 339 CHURCH STREET 2ND FLOOR B 1-2X6(FLAT) 3 240 528 BARNSTABLE,MA 9 2-2X6(FL.AI) 3 270 594 'TYPICAAL� TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES 10 2-2660 X6(FLAT) 4 330 726 .WALL HEIGHT(FT.):.. ': 11 2-2%6 (FLAT) 4 }}0 726 --- UPLIFT 8 10 12 14 16 18 20 12 2-2%6(FLAB 5 360 792 - 1 9 /2•FLR JOISTS TUD SPACING (Lg) PLATE-TO-STUD-NO. OF.16D.COMMON NAILS.- ENDNAILED) 'FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES, 2 1 2 2 2 '2 2 2 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2%6(FLAT) 16.O.0 169 2 2 2 2 2 2 2 •TABLE TAKEN FROM- AMERICAN FOREST do PAPER ASSOCIATION 11 AMERICAN WOOD COUNCIL, 110 24'O.0 253 2 1 2 1 2 1 3 1 3 3 4 GUIDE TO WOOD CONSTRUCTION IN HIGH MIND AREAS. , 1 110 MPH EXPOSURE B MIND ZONE, _ •TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION TABLE 9. WALL OPENINGS-HEADERS IN LOADBEARING WALLS& o AMERICAN WOOD COUNCIL, 110 NON-LOADINGBEARING WALLS GUIDE TO WOOD CONSTRUCTION IN HIGH MIND AREAS. "��T �p4W g 110 MPH EXPOSURE B WAND ZONE, wtpppgs ulaEss ST41sED a gpgp O5}' TABLE B.WALL CONNECTIONS FOR ENDED/ALL ASSEMBLIES �7 4 T sr OR misnNt1m11 sr. 0 s _ 1ST FLOOR ©Oc Dop14 FAT.ROeECIS 2%4 WALL N •11 OP TK 41EAS 41ltu10YEN1S OF9QB..wD TABLE 2. GENERAL NAILING SCHEDULE PIANS waulTn TIEnE01 an ArsnEgNtrO r,4RE awEO er .0 R T n1E vaOPLntt nm�s Oi p1T NipY}E WG NO PNiT TIEIEOi 91NL 'Y 1:;+.'::•;::`t':`.y.:_ NUMBER'OF', .NUMBERIOF. �• 3'-5 Jl)INT:DESCRIPTOR ". g u M1IIED Run P an maP4I4 COMMON'NAILS :BOX;NAILS; ,NAIL SPACING rvn 4rn wwvosz LxarT rIM TM�coTx raTm1 PD�1LS9011 Oi THE Dial 01T 4aonrtTs w[ 'ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END PROJECT g: 320808 1 RIM BOARD TO RAFTER(END-NAILER) 2-16D 3-1 SO EACH END WALL FRAMING:.. :. .. ... DATE ISSUED: . 10 9 1/2•FLR JOISTS 1 1/2-FLR...JOIS .. . . . . . 1/^Y;i TOP PLATES AT INTERSECTIONS(FACE-NAILED) 2-16D 5-16D AT JOINTS REVISIONS: 15 STUD 70 STUD(FACE NAILED 2-16D 2-16D 24.O.C. HEADER TO HEADER(FACEAILED) 16D 16D 16.O.C. ALONG EDGES STAIR LOCATIONS/REVS: 06.21.10 1 .. p� 1 'FLOOR:FRAMING' y JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-80 4-10D PER JOIST BLOCKING TO JOIST(TOE-NAILED) 2-80 2-IOD EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-160 EACH BLOCK �y LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-160 4-160 EACH R JOIST 11 - JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-81) 3-IOD PER JOIST o BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST = 1 0 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT 10•FDN WALL a .ROOF.SHEATHING-':'. a.. PERMIT SET: 05.11.10 s 9 N WOOD STRUCTURAL PANELS PROGRESS SET o RAFTERS OR TRUSSES SPACED UP TO 16'O.C. BD tOD 6-EDGE/6•FIELD PRICING SET —3 z 8 RAFTERS OR TRUSSES SPACED OVER 16'O.C. 8D 10D 4-EDGE/4-FIELD PROGRESS SET Q 7 i BASEMENT a GABLE ENDWALL RAKE OR RAKE TRUSS W/O CABLE OVERHANG BD 10D 6-EDGE/6-FIELD Q N GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS BD tOD 6-EDGE/6•FIELD 6 GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS BD 100 4-EDGE/4 FIELD r- ' 'CEILING SHEATHING'.'', �..; .. -.•.`. . 5 GYPSUM WALLBOARD 5D COOLERS - 7•EDGE/10•FIELD 4 NOTE: CONTRACTOR TO VERIFY MIN.HEAD HT WALL SHEATHING '' �• 3 CLEARANCE AND LANDING CLEARANCES O STAIRS ARE MET. WOOD STRUCTURAL PANELS 2 STUDS SPACED UP TO 24'O.C. 8D 100 6-EDGE/72•FIELD 1 1/2•AND 25/32•FIBERBOARD PANELS BD' - 3-EDGE/6•FIELD 1/2•GYPSUM WALLBOARD SO COOLERS - 7•EDGE/10•FIELD REGISTRATION .. FLOOR SHEATHING - WOOD STRUCTURAL PANELS SCALE: 1/4-.I'-0' 1.OR LESS BD 100 6•EDGE/12•FIELD ENLARGED SECTION @ STAIRS GREATER THAN 1• 10D 1613 6•EDGE/6•FIELD 0 1 2 4 SCALE:1/2•-1*-0' - 1 UNLESS OTHERWISE NOTED. CORROSION RESISTANT 11�GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EOUIVALENT SHEET NO. DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. A.6 • TABLE TAKEN FROM: AMERICAN FOREST h PAPER ASSOCIATION AMERICAN WOOD COUNCIL. 110. STAIR SECTION/ GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE 8 MIND ZONE. NOTES TABLE 2.GENERAL NAILING SCHEDULE TOTAL NUMBER OF SHEETS IN SET: 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY COMPLETE F REVISED SET. 06.21.10 WORKING DRAWIN S i co m .t, .1 ,.,-._.I I.. .1 , _... i I I I.11.' _' I"„ : ':I::.' "I, .I,I' ,.1 I'..I,.:'.•I ' _'! ' i • I ...._. II ..... ... II. ..:. II..... 11.-....: I. !:1... ,i •11., , III . 4 ': _LI. 11, 1 . i ._ 1 . . IJ_., I1. I •' :I_. .. �il . . '1 '�11 I I ,Il' ..:' 1 i ' I `1� .tll,%4,1X10 RAKE BOARDS If 1 ,1- ' I•rr iIt fI tit � , I al ERT T_..II !'null ti 12 ,I r' Illt' Ly11,111, .— II.. .. L n .I ,1 I. .,i ,. �... i I. :I 1, .I ,i••.l 1 ,L1 ',1" II! I •:1 - _ , O'I''' -1IL LI III II III \�I`...:.I �' ARCHITECTURAL ASPHALT i-'I...:. it'.'.... I i.. 12.,1 II. 11 I1. I I ,. I I f 1 !;I I�! I:1'''� :.�':_ �,j:: .-.1„ .:'.I" ('!! I !I.I, I !I tit J 1 I ,.• ..i e n INC.ROOF SHINGLES .: .. ,.I .! III . .., ,,. :1 I...._J Ir if r. 'Z.1 .1''; .1 I. '.r' 'it Ili I:1 1' I M�HI � � ... t, , I.' .1' r �I'I1!1I;Ii 111111 ...,I .., u ,1111i'!I!'1' ..•. .. n. ..:� II:".. u, n.IIU M. •A�'�•" _ .:. .1, L. .I. ; 1 I I i .! 1, I. JI ii• 1.1 I' I III ,! •. 'I. ,•. .• u i ii IIILiI 111T I,I III:I: L __- _ .�:1,C!S}11NCLE5 .I 11 I•!'t!I ,! 11' ,I�1 i I'I( II III I II'I fi 1. ''i • ' 'I' 'I, II .I I. I :, .1 „ I Lt 1, L!,I I :,!I� :,I,I , ,I .i' I111 li Ii,ll'll III' .I:•I!'.11!I 11 II'I(1!'1.1I;Ii li.l �� �947 ROUTE 6A, UNIT 8 'I. �, t .I ;t '• !,' l IIII :li t 'll �lll..l l,l,l ltll Ill. .•�I'I 1._.,.,. I J_ I !i .+ ' t.L!.I I I.I:1 1 I 1 II I' NEW DOGHOUSE DORMERS—.._ .:,._.-.......... it I I '..... .II' .. I I:.: .:'.i _.. I: .. ;. I I:' .L� ; ,1 I' � I; "II'� it 1 111 It.u,: ,!�! I{11 ;.Ili'I!'I'(. PO 80X 343 1 1' 11 1 I I 'I J Lam. In1 '!IX�f,'I ,0 RAKE IBRDS �1.' I :1 I I li I i I,.1I !, I !1 I •' '• 1. .�! _ IIIII nl 11.11!1!I;( W.C. SHINGLES :, T I, ..u. .. li� .._.-.0.. ..__.u.. ° .� il.' ,. 1".I 'i1! 1.. II I fell I ;' .i .., .t i1.'� il�it ' �•l: 1 U LtIj2 I'r- 11Ii�1 ;I IIII IIII; •! II:I. r-! MOUTHPORT, MA 02 I'l n::1: I! L.I l rl !I I, ARtel 508 362-888367 NEW ROOF .II -11._....: ,I ,, ltU!; i 11(6 CORFIER..., 1 II• , I 1 ! '!I11 1.I �i" ( ) .1- I, i ' I I. II( I rI 1 t i 1'I,II,i I.•i.it,I,. I+1 q '' , "l,ia.. DO!'RDS.----:.. ._ I:tll'!' 1,1 II Illl iiirl lll,ti, 1 .1!:1 f 1... ' ,.I i 1 !11` 1 !.li I( ll,i •!:: fox (508) 362-4883 1 I 14i 11 , ' !.1 1„ '! 1:(3.VdNDOV'J, IM. '''' 2 I llll�i i,l!I!I 111'ill'1. „..II. .: 1! i._..• ' .. ..II ..: .,L.. ., 11. ...-__,.,.. .. ,. "11 '1: ' r' - rill; : i:i 11 !i l.11, WNVGFAbJiLNITELT5.L04 ,1 , - ATC�j E%ISTIG i..l" :(1`(I!'t t'fl`!i fly' RENOVATED SECOND FLOOR ' -"'.'1 - ---U ..,...n .. ,I. �.. n IL......__rl' ..,. it ., -I :'l I r' I" .11 L,i' li ll IIII ll Ill;.1.1, . it ll Ilt'1L 11'I't ii'I I'iii:it !11'f!,I I•r l; il:: II .:. II II '' . , ' .. ,1. .: •, .!1 .. I i .. � I! .. '1, ''2''t2.Ct•51L 1 I I I J I I; i I 1 :1 I I I f I. ®- - II� I. i I'' _.._. I. :: ... 11 1 11 111 I 111.I11..1 '1 :IIII ll L'!i 1i)!1 1 I 11J_LL',i-.-i_':L•I_I,_�i^�L,i t_._ RENOVATED SECOND FLOOR 1XB FRIEZE 11 11..11 Il. 11..Miff In!tt;l I,II I.. .I. I!•; :I11:. V/ rT:rf.CIII'I.,li; - i(i n,;l r7rTn 1 f' Ir 1i7.1'T(I:1I rn=! iT-I';T-; IIII!I IyIl 11 I1:1,1117u II IIIJ 1111J'I li rllti 5: I :'I!,;:I.'�t:i!T.:r__._. V�If 1 I IIJI_(1 ...r .1 ..11,11. 11 11.it l:r.: I is Ijl lljij ili' r1;1i7 f'T1 Y(7' I'I'i, LIII !II :11 1.11 L,1 L,1 ' III ;,r,l; ; !I ,, ;.,,1.1_I, A I I•II.I t1.i.I.I 11 ill.tllt;.IIIII,,IILI.I IIIJ!i.. 'Il!i!: i ODITIONS&RENOVATIONS ALUMINUM SEAMLESS(XITTFJT J_ 1 ,1 I �.�] ;_ l rl.l_i 1,1 LI III II I,I I.II 1..1 1 ir,ll l it 1.1 .� II II! : ! d;..it _ I ,1.1 ,L,i I111. I11 I. ' t.l`I I111111.11i 1.ii_;I LJI I I,!I _I,I.Ir.11.111 i:l l!..!,!;I I!,! IIif l LI LI 11 II!l i II'li ll.IIII(i.(Lh_L'LI 1(1 IIJI ,(II�.ILII,II II II: 111LII IJ.tI I;,,II( ,_ I ff Llf,l If i ! ! II Iill III 1: ! IIII li:.l i 1 ti 'l lln: Il;..l! Iliil II III :fl tl III I11-IJ..I: i tU.11 ll t.I:, I FOR: it I1111i IIJ.Ln -li,.li Il rl it'l fill li..(III!: Ili' II!(l I;.11t IIII II 111 Ili Ili 11' Ii!i11i1:1 '' I ;t.Lf I.Iii-IL.IIt II II II 11:'i t fi ill '(i.l ;, llI ,I III. ;Ir I,1.1 �.,I,;J, I,r 11�.1.111 I ;, ! , 1171111.1I I I I II ILI II II:!tl II7'1 il:l t 'IIII u.i:I l! I li I'!'i i'I' II Ill I lint ,�I; ,i Lit' : 1 III II ILI !�11 t. I!I it ii I n;:I :! I !1t,r! `II,.1 II t:I n.I! :'I III!i S I li 1 11 1 I J I It ,1 rr'I,-fit 'I'f"fiT f"-'- � - NEH MUDROOM�&GARAGE ,nN 11 IIII!1 111'1 s I11 f1 II:)II1 all I i,ll III S IIIIn ;ni,1, :n 5i1u,U - !I rl 1 II Ill ,I I`:(t'f"1'I Il IT I'fl"r i:(Tr Il`i`'_I)-i`I,il:!' !tlil 1711 I'li 1i fi II:1! I,I.I II I.,I.1:.1 itl J I it,.1.1,Ill 11 it l,.11 ! ii,Il,t 11.�,L I� EXISTING SHINGLES —s1 III. i.l 1 I I I I.LI I !LIJ ; I. I I.11 i I.I! 1 I 1 I I.1,.,1 _ Ir !IIIII I!II II 1!II,IIIi�I ,tll.L! IIII is I;I .;ILI! I..I.L DlJ 1V HILL Ii 11:f"!IIII Illli III ill;l 1t1,1 :1. `I L1'.11 .I:.I.! IIIII.:;,..: a;I 1 11;1 Lt 1';�iL'i I'Itilt! 3 I11 IIIIl.till IIII : III I I 1,: 1 ;:1 It ,.IIII II!if :i,li'�1'1'1'ii 1,1,111.III IJ I:r!! IIII I1,!51''(f[li IIIII Illii yf fli'i 1'I 7! ;11 �� ..I IIIII I I,LIII 11 tJl !, II I,II I1111 'I I IJI II III II 11. I! I1.1,1! 1: ' iLi it 1,;I„tl, iLlil ll 111,!1 III i i.l.,ll ul I!,1!I.' i'I�i 15:i.n III !I.1I' 11.1.!1 I11 ILI ILIT .I� 11111 1,! , r I I I:1 : III It;l! i,; t p it II'1' Ll'I'I'.111I'f'II ill ll .ILUI,rl II,1.!:I:I i! 111 L.11111 li,it I,II,i,i !'1 COMPANIES,LTD. 1!II 1, nul; nll,r lit:', IIII!I.Lr;I'Lii li l:li{ 1 I,: ,III Jt LI!I.0 all Jr IIILr. fit1, I!I, l!:In ? rll.11n.11 IUIJ1 II!11t IJN II.,nLll nN EI I t' rl l :!I IIJI Ill u III I 1 I_I III IJ! Llll,l I'll II! ,! 11 I,11 I ,I: III L.1 if I.I!;, I17.1 L1 r, t �� (I. ILII II! III .I 11 Illtril..l It%5!000P,Ij , !, 1! ( la EXISRNC F7RS7 FLOOR ,!!I ICjJ!_I IL,I I 111 I ii "I'i-.II { _ ,1 I .Il 1 1,1,.:_, Rlfd l" II tll'f fl'LI IIJI :I n I111 II_LI tJ 11,11i1,n ,• !1 - LJill 1_ J1i;j :yJ u 111 r 111 ILI Jl1 1 i:._! I 1.. r,. I I I : ,J' r FYJH}16B riir.LII I! i'Lr 11(.1 t 1, f —•— . I�. 11i 11 LIl�I,t-1,IITT ?IT 1,71! e.,l Irrr 11� ;I !,1.11, ,;'r 1- irf,,1.rTIn7:r,.11l l_ITIJ11:!II '-1 -f -IL_1J 1 IJ!iJ_II ICII LI ,�1 '(t"' i 1 !:r�l L,11.ll,l.i (,51„I1,i1.I111:r,i lr il;,1, ,L 1i 1,.,LI.:!L ll t, '�.li ill II (I'I ;1'I,'II',!!. Iri'� :.I' 111 ,1:11 tll ,L1:1 Il l.0 IT'.-.L'Y�1 .-.F'':�i 711-flJi: $ STING FIRST FLOOR•il n: 11„u. Irt,ttill�J yI1�1 !1 !i _ _ SI -uII III„11 --- 39 CHURCH STRELT ul ;i; II 1 t l.l,Il'ri,Il J,1,.1,LLB t 11 ill 11 III a „11 3 BARNSTABLE,MA FRONT ELEVATION BRICK STEPS NOTE ALL NEW WINDOWS TO BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG SERIES AND AWNINGS. .-.•.:..,. ...:...:....... .. .: _ - _ WHITE VINYL CLAD EXT - RIORS AND SIMULATED DIVIDED LIGHTS. - „ .1 I: .t :,I I. ' :I t .I. :, .;"1 ..i.1 I .I,,.::. 1 I -1 it _ALL NEW CLASS DOORS TO SIMULATED LA ED DI DED SERIES WHITE Ii.. •, •,...: •, it _-, 1! .;i INYL CLAD EXTERIORS V!/SIMULATED DIVIDED UCHTS. ;, ,1 „I, ,1 I, 1 - .. - '.I.1 I I I'I... '.i - .l '• 1: :I I: `,' -t .. ,i/ 11 I1'1'll-l'('J, I 4 .1 1.I .. �ii N Ilali l' 1111It I., i}1: 1 ,. ,. .i ,1. .1 ✓ , '1 L(III:.11 I I! �(.!... i i I 1.i , '11 'Il.._ ' (r. r .I .I .I ., I : � .1 t l l,! ;!1 11_I I( I !1 'IIII ',' .I 1: ,I,,l i .i' 'i - ':I ,I 'I I • .f.l, IIII, I1.1.(lII I!II II !.: .I. I,, ,:. ,I "r;" .! ARCHITECTURAL III :..I,:I I.Ili !,!I I IIII" I I III i i l' � -- I r: i'�!'iIII�I! " r i'I'i I'!"I 'i it l;i t l (1.;';': .I .1 . I .1 I , - ROOF SHINGLES , I.. .I ESE PlAr15 A0.E, i t 11 '„ ,. t „ ' i I: ' .:......I. I::' ':.I,I _ ftIRPO �"11—.- I '•' •1� ASPHALT 11 I I '1 ,,1 $TAW ANO SIGIAlI1RE 3 NAIORO I l l !I I I I !;1 lilt l- ij'1!}IIIt'ij� AS T5E i!I li li:l I: }I I II I' ,: .: .:: •! 1: .! .'it 111 I,i' It �� - ., I 'i '1 t�1'!'I'I l'i'I'!'I;�I' II{jIl 'I'I'�1'li'' 1 LII'' IILI 1'1211 II�i I. :I .• " .... ': ..1; .. ,11 I !.it !Ii _ i11'II !tiN L,n i!I ! ,Il n; �li illl li.li 111'lljj rIXl"LOKIRUCI10,1 str. 1X4,1%10 RAKE BOARDS ,. I:t! rl_i I I.I.!I 1.1!li i!,ILIi1.Ii 11,1'.I •'I. II I i.E 1, .I .1 .1. I: .L, I. ,I I:.. .I I .I ti t.I.. , r r I.'' !I I IIIII. ilii il!( ';'r{�II'I�1 J.'I''i'I I:0l'l I'! rll t 1 11.I I .I 1 I! I I I. I I ,. I I :I III I1 III I I LI I.I r I I I I '!I,I lT ill I1! -- .I; I'I Ii i LI II.I LI i i!I It 1.1 II !'t 1 IYi J�it,i I 'I:'•.I „ ,I I, ,i .I I I ; .III I,1,! L!J i l.:J I f. NEV/ IED DORMER 'i!I II.IIII II IIII 1!;III I fll.I.i ll.yi II.I I.I.I +, .., ,: .. ii 1 '; I:;I .. ". .1..• ;r,. ;,!i I.�1. ; i I.I ;r I !..1 1 I i !,..I t 1 W.C.SHINGLES Ozws EnE Aar,mECTs,u!c Ille onAwxcs ANn 1.�1l dill I Il.f.l t J I 11T' ! 11 ,. 1 ,, •• ' •1 r'u.'.I ''(_ ,is 11'i! ill t.li.l Ill! j.. Ii- 1: ALL CF IHE bGS.ULW,GE1rEtI15,�E510lS.Mlp .1.11 .111. L,IITIt..I 2 111.11:i IIIII IliI,.J...1,!!.1 •.,I l.l,!i , ., .Ilia lii it ,'1.1111.LI.IL 1,1 III'111 _ II RAI6 HDICATm 1NEpEM Ofl Ih9AE5FTrSD 1 IIIII J I I1 1 I 1}, if I1 !:i I I ri'1• 1'I' .))L 1 I i,!I 1 ! .,i I DIET!®Y,ME OR1YD BY MID R�J,AW 1NE PIt11PFATr.II 111 fit i(,I tl tll IS-.,.. III IL li lrll i!fi ,! !l l.. •1 „ i, ..1 I, 1. i.+l;l ..'I'.:'Jili li! i�!'_ t.lit - I IIII II III!II Ilt;It Iu.lr'ti1't'Lr:i'uiYl'.,T1,!1 ,,,1 I. :I - - - N .1.1I IIII II:' iI! 1i.L;,:tuU.. � .• „ :! .. . II .. .i . ., Ir•-r:•,r, :. .;!,, _ _ fL�I�I1T!�i,t _ _ —NEW ROOF wmr uro4lECTz ac.rro ruiT INQ1TAE swu II i L I.L-I'll 1 YIP 1 1 11 �_.. - eE umlzm ur u+r vmsa:E rtla.an clzwcgAzroN t 1.I(I!I.II I.II il'II �Iii.I 1.1.t IJ.1. III ,. '' •' ,, .! , , L'' '' 1° ' ' •. , iIXI AHY WraPOSE EXCEVT WM SNEQRL gmrlEr,RENOVATED SECOND FLOOR I 1 !1 u' I:1 I 1 I.I I'.I:•I I!,u; i , - , �- ._J.1;1-IJ.J.I_.-L L•t_I_L '.11 LJ Il''i 1 , 1_.L11_.!�.LL '„f, ' •• r1 ..,!. ,: II '�i !, ,'.Ir I,' ,:-t.r.' �(11' , .,I.1. PE181159LN OF 111E RNII FRT ou Ec,s orc �' --r- 1 r1.1 I U LII 1 1, n l l LLI I.r i r I ':I .:,IIIi Iili 11 IIII 1! 1.I11!I it ll li lifl.!1 11!I II IIII Ii.J 111 n 1.1 lii II I:II :. I 1:1 I I I! I ;1,1..!I.1 t l lit I I I( I 1:1 !.I 1 1 III.I I I I I !i: _ --------- 1 1 1 1 1!l i l,l l l l!.III(1 I L!T I I i I f I I. 1 1 1 l i l l l I I!1 1 I I!:: !IIII I L! 'I !...+'i; `f :,r l r ,.I_ ..T;. -T. . I'1IiJLtll! I!.III;.LiIJ..I!.1!l 111..1:.,.!lu Llill iLiIE Ll:rl .i :...I.11 r ..,,I.71 11 1J.1,,. IIiTT(Tr '-;-1� .. ._ II Ili 1�II.1..:1 i_ , 1 .I I I I..I!.:11II !!11' IIJ Ii , i .. I,1 Ii:T I�" rl( ..l-1: C'fTi-) "'i'�.�r_.(,?.{,�:_'ri_.,_ 1 1 RENOVATED SECOND FLOOR® PROJECT(f: 3208D8 xe FR E2E I I: Lit IJ II I!,I1.!JI ItLn JI II i• ! Itl 1J I !I ul ,IIII'. LL! 5 !.!Ln I;115 DATE ISSUED: 09.IS.0B I,II L Irl fil IIJnI,I i.;,In 11 Itll 1! IIII :r11,'I,i'11!i' i:.11 II I I W 6 .I I III It r. I,.!.IL II!.III 11 I ni a :..+: I I: II,e,JI ,. :1 ILJ..r(ILI.Ir It ALUMINUM SEAMLESS GUTTER NEW MUDROOM GARAGE— -I 1,L,I_.!.fi l !I I.,L,i.l I 1 I,1 j,..,I !i '!11 U1.:If'iln Ti ia,i �;11.1i 1 l �' 'i� fl!1 II Till 11 LII,. ILI1.n.I l?-Ili! .i.i!!1;, !II .I r rill i.l l 'Ll,.lil`ii !LJ. Il 1., ! 'i J;,I,I,.I,_._,,I 1 REVISIONS: 'f l'fi/1'I I'i'Ir' _11•!_LI•!.i•r'I,L1:1I i"1 — i? i` it;f f i!�: t! I1 7 l:.I i i!l! •I i,:I IIII i t 11 I,1 ; I, I IIIII I1111, II :11 I. 'li tl Iil rl II! JI II',11.1 I.I! 1 9 1. :1 I • ! ! i ':: it I!ti q. ! II,1!i Ii;; 11 YS !7 1_I.I r.I ,11 1•i I!''I I'7' 'li•';lllf,l„ ;i NEVI MAHOGANY DECKING& II!I li illi.r 11 I I_I 111 If lil(11 1+11.11 IIIII' 111!'ylil li .'! li:l',I I _,„t1 .JI,!,'t;i'I •I II. II RAILING SYSTEM ON P.T. '-1'''r' 1''•�' I i-i,1J,J,i,i 1 1 I 1 i„I I ,i I I I11 Ii:!. I,!, -,I.1�I ;i1i Il ... 1, , I A I .. ._ - .i.':, -- - --_ •.;,,III! i IIj II,:I• ..l S'G I:1 IIrI I tl,:t .;i.L'.;1 ,•I..-ily�I I'. DECK FRAME •I I li 11"i Ci 1! ,T`I I J.,Ir"I TT i,"il-i 'i - 1 i i"?�--t-= - - ' i I,I 1 , L(!1 I +I - I" I I I I J11 II,!f1 ;1 IIII II I.IL�i 11i 11.?tl 'I,I r,i iilt 'I 71' ';-I� I'lI 111 II I1:!I1111.I! I•II.'II I.II'r!?11,(i!yl ifl EXISTIFG SHINGLES IIII 11 I! r I!i1.il.,ti!li !IN.11.1J!111 2 4 : Itl :I t11.n.1;: a'I• 'i!.!iln 1� 11 ;till � •;'�!'Et'�i,!JI 1. 1.ti�t;i.:;j 1!I''I 11. EXISTING FIRST FLOOR l;l,l!i I I I n II I..0 II'!I I ,! n;l i , Jt I!11,1 111 11,11 I.IIi i 11 1!1 r !IIIII:,I! 11!,•.: 11,:,,. Ii.li i.l l.,,lll l! Ii i:,ILi.1, it I.I I..11 1:.1, I.: ' !LIII ! II.1,;V --- I .'!t lt,1..: 1'IT1t!'1 I_I jJ lil�11111 ti!'yll r-1}-_I(S t:J-IJ LL!II_ II Iil ;!il I,ti,I;LIl1 uII t.I;fl,;l ll;ll�:1:.!, .�I i1!111 :I'(,'j' ''i.:IJ I,',:.I' ' t,_ 1'�I 1•I:i .IlT � _,I- L iLi1L,1'il.Il ,I EXISRNC FlRST FLOOR 1 ilk II,yf --- I -�REAR ELEVATION - NEW BULKHEAD PERMIT SE E® PROGRESSi�lp PRICING R C S T 9 NO NEW ROOF ':.I'•....I :, .:I _ - ,1, LL• .1 __.. .,.. . 1 ,: I .1, �� IIII r II Iai 'fly 111 jjL•' S1. `.LI: -.i :!:. able NEW ROOF pWn018 nShWay JIi +'•' ). I: ..I 111'II IIII'I I11!I. !;. , ..;I.....I..' O n- 'ee y, L.., I L.. .I ..I I I•Iillllitl l 1 f'!'11 l i'l; I t I: - ,-'IYl - - Ii. T old com ARCMTECNRAL ASPHALT ..>'t 11.. ii� 11 U ,I. 1�1 rr li ' rl'. I' IIII IIII l l i�!i t'!'1 --�-I. � lJ ROOF SHINGLES � � � 11 - '''1�'.', :. 'ill'i��,, '�.� _, •I !ir�:I tll. .. ilS II L�I II' I'l il.l l:!itl 'li 1'I�il,i :I'' I•Ili,It I Il I I I i ''i - -- ARCHITECTURAL ASPHALT ill,!.J.Ill I'II IIII'li�!iillr:;'!II ROOF SHINGLES '! :I 1 I ';' ' !• i II11'.i111'I'I' ,11.!I I'11111 III 11, 1I1f I _ NEW DOGHOUSE DORMERS '1' �' ! II I I f 11 ;i r i ii I t ILIi. REGISTRATION I: III II it' lf' I li _ . %' I �'I - -. NEW SHED DORMER NEW SHED DORMER— a It' W.C.SHINGLES I t I:i t It.l.�!1.�1 I :i III!i III I! ILI II l It I 7 i I' l 'It( I III L I I I I I - ;1 I I' i t I' I I I! W.C. SHINGLES 1%M1,1%IO RAKE BOARDS ' n�'1 %�ii 9 6 I ' II' IIII Ilrllt 1! I'll'il in !1 II'II 11 A'''r l I _ I :II'll;,;1 l i 1 LI I Ii•I If 'i' :I I !• Il 1X4.IX10 RAKE BOARDS .11 1 l ,I IPit 4 6 '. L M.. .n._�„ '' IY.1 II•ji I:ilu l 111 ,11 I1.1 :�I..11 .1.11 1 .I I. •• III rl I iI I'.I .: it :r,'-if"iI,�IL�II 11. 1 ,I .+ ,.I II 1 RENOVATEDSECONDFLOOR 'I' n rn rn 1 '' '1 •I" I IIII II Iilt II .IIJ1,[n,iIIII' Ii11111111!: I!i:';1'II!!i, 1'!!: i -u : -- _ 1 IE.. 'li — I I.' I : t.; I III lil.:l .I! I III 1 :1 0 1 2 4 0 t,!'1 I I t 1..,i !1';I I I i!I!I.;I I I r;1 I 'i,,i.I i.;I 11! r I•''' '''I ----------- ------ - _:J:11.1J LI_:11;!!'I U L IT!1 I l;i!1 "�.'• J!_i 1!" ! RENOVATED SECOND FLOOR ; I I I 1 i TI 1 111 I I 11 L 1I III I I TI'l`r' 'I .� UNLESS OTHERWISE NOTED. ! I Ili 'IIII I111111 II'IIII l! II,II.II tilli li Ill 111'I�II,:: Irl!II I I.THA 'f'I I'll G T S r :!1!�i - 11 I' LII IIII 11 1 1. I I;I 'I•I 'l l Ill 1 L!1 I!'1•I I �:�'i'fJ itl I-i it ll lii ;ll 1111'I I LI II II'�LI 11I 11. 1!t ,!. 77 . , ,. !,, Ill If .. . ,:i!, IJIII li:'n :'I Ilul IIII. 1'lllE 1;1•I II:'!i i'I r'f'I ifI Jil! SHEET NO. ;I I. - I :1;I I NEW MAf1•)GANY DECKING k .li it I I; III.rl I is I II +I I If 11.1 I' 1 I. 11.1 ,I !! I 1 RAILING SYSTELI ON P.T. '.!i ,III :,il 11 i'nJl�ll '1;I•li'nt!!!: i;',,i!',!! .�I� I'!!1;11 ii I!:•lil, 1 11 A.4• NEW GARAGE t I I Alt I ;II (II f ! till I _ II �� II- I !1!i,1 NEW MAHOGANY DECKING& DECK FRA.M4 :'1'il 'I'1'il i i l ;!1 1!i I III Iil' 1; is i 11 I I!i d t 1, 'I LII iA, I ilt RAILING SYSTEM ON P.i. l' 1',1' I111' i l l III I III.'! '! . III !III, II ELEVATIONS EXISTING SHINGLES lil r 111 Ii I ;I If I I I (yl LII I i �� I I I DECK FRAME I I I I!;'i '1 li i i I I n !I I I I ' I I' Il ''I '`III :I•1 :rll. I II —S !1111'I 1';.'i:a••'', 5' il,:'1, r..!!;I!.'! Ll;il,I,I I I ! 1 i i 1 1 1 1!I 1 1 .1 EXISTING SHINGLES I1 1 I'. 1 NEW GARAGE DOORS lY/TRANSOMS '- ' i( 1 -� J�'.!c 1 i 1:I I i 1'; ' I' ' Ir i!,1:.•,.....,I I! I '.'( C 1 TOTAL NUMBER OF SHEETS 'll ' III. II'1.1 rl LILT > I I i'III r!.iI II Ilit' hh4J j 1' .I� �. 'i; !1 1':111111 !'!Iil ll'1: 1111'll ll. l..l ; ! i.',11; :•.II !,II li I I11 �. . .;II ...1� II � 11!. I II ..-I� i -I 'I �13$ ;: ;� � ..�I r '!'IIII; - 1 :.I ill ll IIII iI. I!;'I it l n : '.'ii i,: I; 'I; li I_J INSET: EXISRNC FlRST BOOR '' 1 1 d J + I I :• ''! i �'— — — —_ ',III I gt 9 g (/ HI ,: 5 17 1 �a1 ''! I,ili II 111111 Ill!II IIII it It;I il.I!i: ! tllllt II. -- 11 S_� .�I�.f l/_tlh�g'1.1�31 li!.l,l,(' lti iI Lllr II!!. ! III IIII ! i: 1111 111 11 ' f!.I 1.1 C I 1',I'r-, - r- �' ?r --- FFh"' .J. __I_I 111�i1y,�l'tl�;'111 N'I�I.jill 111 nJ'�; 1*1; IIII.L•._}' I EXISRNC FIRST FL00N J OVEF{HEAD D�R J I 90�0 OVELIHEAD fIOOR - '' ;t-!-I ! _ _ _ I I'I l i),.. .�T !111 II,I.I,U..I I I i'i-; -l;Tl l� l:i t.li, l'II I Iili�,l)I —— ——. Iip :,, , �!'I' aJ .. ._.,.. �i.1 I ' • „ ,. .0: :.I. ,I,1 THIS SHEET INVALID RIGHT ELEVATION UNLESS ACCOMPANIED BY j IJEW BU KHEAD LEFT ELEVATION A COMPLETE SET OF 1 VlORKING DRAWINGS 2 Cjc O �D _REVISIONS:, } NO. DATE DESC: ' jj N E 14 — CEDAR ST LOCUS — HURCH ST — i'/EVE S7, Eiy�SJ, 6 — TOP OF CONCRETE BOUND m ELEV.-86.63(ASSUMED DATUM) 9y5 CB/OH 4O \ FND' uv - o SIN ` •� SET —ZB g•. °"�\\ /y ,\ III --�_ J EP 1 , , 8 2008 PROFESSIONAL LAND SURVEYOR DALE HIS T;ig ,F,PA fgST, TOPOGRAPHIC / \ 6 JZ�O •� \ �, )V PLAN OF LAND #339 CHURCH STREET IN ►� \ 7 \ BARNSTABLE UP /p1I 1 FNU AND HELD .`A 1 N/F �yL'. 'Y°FED _ ... M.ASSACHUSETTS �O o. `3•Z'o�i \ ®�® t (A FRANCIS R. PRADA 1 68 /'AT" i' epOk Z6Z" \ ASSE 153'( PARCEL 10 /£ e? \\ 1 sa , 'rt ` \ m001S.F. / E34g (BARNSTABLE COUNTY) EXISTING CONDITIONS / 1, 2004 , ?,. `��( � �•-. /� I �' ac�5�may S Non6 N�9 e � ET / / // / '' 0���\`75�{2YMe FOR: N VV'N, p\a i'CRN,P.�THAN L R so ASSESMICHAE J. DRISMAP 1 LL\ "6C• E \ ' % W. HYANNISPOR'f, MA ASSESSORS MAP 153. �00;jk � ////// , 02607 PARCEL 11 NIF GLENN F. k LNDA A. GALVIN LOCUS'-INFORMATION 'J \ /b ASSESSORS MAP 153 R T 7'-'�J LEGEND �J^S' / PARCEL 7 GROVl / CURRENT OWNER: FRANCIS R. PRAUA 1JSC 50.9 X SPOT ELEVATION ` ems ' TITLE REFERENCE: BOOK 1291• PAGE 754. 657 Main Street,Unit C.B. o CATCH BASIN '1,, 'V\ PLAN REFERENCE: BOOK 191,PAGE 61. W.Yarmouth Massachusetts DMH® DRAINAGE MANHOLE r11 1 SIAN® SEWER MANHOLE SIN ASSESSORS MAP: 153 02673 TIAH m TELEPHONE MANHOLE / SET PARCEL: 10 508 778 8919 LP LIGHT POLE } UPL UTILITY POLE/•LIGHT ZONING DISTRICT: RF © aaa me asc croup.Inc. UPLT/� UTILITY POLE/LIGHT TRANSFORMER SETBACKS: FRONT 30' . UPT Y UTILITY POLE/TRANSFORMER SIDE 15'� SCALE: 0 a 20' Y11M' UP 1T UTILITY POLE REAR 15' 0 5 10 70 —OFiW— OVERHEAD ELECTRIC LINE IAINIMUM LOT SIZE: 67,120 S.F. 0 10 20 40 , o EHH ELECTRIC HANDHOLE / -- • O CMET GAS METER _ EXISTING TOTAL LOT AREA: 43,700S.F. FIELD —G— GAS LINE PROD. MGR.:. G Z LO FEMA FLOOD FlELO: D. GAZZOLO/J. McCARTIN �.GAS CATS ZONE DISTRICT: ZONE`C"AS SHOWN ON COMMUNITY , PANEL 250001 0911 D DATED 7/2/92 CALL./DESIGN: IP.S HACIST 04 WG WATER GATE OVERLAY DISTRICT: NOT A ZONE II DRAWN: P. IJACIST ® CHECK: C. FIELD •—Yl— WATER LINE ' TOWN OVERLAY OISTRICT: AP FILE: 8693EXC.DWC • DWG. NO: 5560-01 SHEET 1 OF , JOB. N0: 4-8693.00 sj ) REVISIONS: NO. DATE DESC. �i N 14 — r CEDAR ST LOCUS = HURCH ST Ny Pry f ST Ciy�a — 6 A 0,f — TOP OF CONCRETE BOUND m� ELEV-86.63(ASSUMED DATUM) �AZ \ \ FND T \ 1 SET \O/ yc \ PROFESSIONAL LAND SURVEYOR DATE \ looc \ L \ 4 \ TOPOGRAPHIC PLAN OF LAND #339 \ �@e>gq ° \ r\ CHURCH STREET OHy,\'\ l IN oHv�ory BARNSTABLE V hry 69\ .� / 4h1 T7G FND AND ifELD / N/F \ / 5E�, °"0eep° MASSACHUSETTS x `3ZL \ (p FRANCIS R.PRADA On ^gyp ASSESSORS MAP 153- \ / // "6j4 AO PARCEL-10 T 43,7001S.F. / / / f Jq4 (BARNSTABLE COUNTY) - EXISTING CONDITIONS /// / /9� !, \ 9,tiGy4.�0� �•''� / AUGUST 11, 2004 O 0�7c'� e SIN 69\ \ > I o ) SET v / PREPMED FOR N/F k Uh // �J / / JONATHAN TYLER MICHAEL J. A'6q MAP Iq3 P.O. BOX 80 ASSESSORS MAP 53 OO DO^ ' ' PARCEL II W \\\ � // / / � _ W. HYANNISPORT, NSA N/F 02601 / GLENN F.&LINDA A.GALVIN LOCUS''INFORMATION T Y,-'�l ASSESSORS MAP 153 BSC GRO V 1 LEGEND JJ66S' \\ PARCEL 7 CURRENT OWNER: FRANCIS R.PRADA 50.9 X SPOT ELEVATION \✓ / TITLE REFERENCE: BOOK 1291,PAGE 754. C.B. 0 CATCH BASIN 657 Main So eet,'Unit 6 DMH 0 DRAINAGE MANHCLE / PLAN REFERENCE: BOOK 191,PAGE 61. W.Yarmouth Massachusetts SMH® SEWER MANHOLE S/N 02673 TMII Ill TELEPHONE MANHOLE / SET ASSESSORS MAP: 153 LP LIGHT POLE PARCEL 10 5087788919 UPL UTILITY POLE/LIGHT ZONING DISTRICT: RF © 2MI Tn.esC UP, UTILITY POLE/LIGHT&TRANSFORMER SETBACKS: FRONT 30' UPT UTILITY POLE/TRANSFORMER SIDE 15' SCALE: �I' - 20' UP � UTILITY R TY POLE EAR 15 , o to xo �... 0 W— OVERHEAD ELECTRIC LINE _ MINIMUM LOT SIZE 87'120 S.F. 0 10 20 40 R o EHH ELECTRIC HANDHOLE 4 EXISTING TOTAL LOT AREA: 43,700S.F. O CMET GAS METER PROJ. MGR.: C. FIELD ZONE"C"AS SHOWN ON COMMUNITY FIELD: D. GAllOLO/ J. McCARTIN GAS GATE —G— GAS LINE FEMA FLOOD ZONE DISTRICT:cv h>4 PANEL 250001 0011 D DATED 7/2/92 CALC./DESIGIJ: P. FIACIST WG ® WATER GATE OVERLAY DISTRICT: NOT A ZONE II DRAWN: P. RACIST '—W— WATER LINE TOWN OVERLAY DISTRICT: AP CHECK: C. FIELD '- FILET 8693EXC.OWG DWC. NO: 5560-01 SHEET 1 OF I J08. NO: 4-0693.00 �" 1 �:� .�� `�� i �� �F,� �O ti����y �� �� . �9i,oF�q �G�� �Fs9�s /D F9G�q��F �/ ti i LOCUS INFORMATION REVISIONS: NO. DATE DESC. N CURRENT OWNER: FRANCIS R. PRADA — TITLE REFERENCE.. BOOK 1291. PAGE 754 _ AR ST LOCUS U T PLAN REFERENCE: BOOK 191, PAGE 61 = �►Nf T � ASSESSORS MAP: 10 `D — 31� 6 PARCEL: •.� ZONING DISTRICT: RF SETBACKS: FRONT 30' SIDE 15 5 REAR IV 4 MINIMUM LOT SIZE'. 87.120 S.F. EXISTING TOTAL LOT AREA: 43.700S.F• i CERTIFY TO THE BEST OF MY LOCUS MAP PROFESSIONAL KNOWLEDGE, INFORMATION FEMA FLOOD » » S NOT TO SCALE ZONE V AS SHOWN ON COMMUNITY AND BELIEF THAT THE LOT CORNERS. ZONE DISTRICT: DIMENSIONS AND SETBACKS TO THE PANEL 250001 0011 D DATED 7/2/92 STRUCTURE AS DETERMINED BY OVERLAY DISTRICT: NOT A ZONE II INSTRUMENT SURVEY AND AS SHOWN ON TOWN OVERLAY DISTRICT: AP THIS PLAN ARE CORRECT. OF b G O J� TOWN OF BAARNSTABLE / $ ASSESSORS MAP 177 PARCEL 001 "000- 00 / / PROFE ONAL LAND SURVEYOR DATE / / J • FOUNDATION r1 AS-BUILT PLA N dg�o / / AT CJ\A ov CHURCH ST. #339 IN v W. BARN STABLE w/ , �� / - --- -- -- - - -- - - MASSACHUSE�TS - - - - (BARNSTABLE COUNTY) sM 0 / � 0 MAK%H 8. 2010 I r. N o �d CARL A. JOHNSON . AIM T ASSESSORS MAP 176 PARCEL 007 jr It I a, PREPARED FOR: Mr. CHARLES CROVVO DUNHILL DEVELOPEMENT N/F 776 MAIN STREET, LTD JANET & TODD PRADA OSTERVILLE, MA 02655 c > ASSESSORS MAP 153 PARCEL 10 43.7001 BSCt, g 349 Route 28,Unit D West Yarmouth, Massachusetts 02673 5W 778 8919 . © 2010 The BSc Group. Inc. I SCALE: 1' = 20' mom 0 2.5 a 10 54_1 0 10 20 40 rw N PROD. MGR.: CRAIG FIELD FIELD: P. HAGIST 6 1% CALC./DESIGN: K. HEALY N/F DRAWN: P. HAGIST SUZANNE DRISCOLL ppww ASSESSORS MAP 153 CHECK: CRAIG FIELD N64 PARCEL 011 FILE: 8963-ABF.DWG 5 DWG. NO: 5560-03 SHEET 1 OF 1 i JOB. NO: 4-8693.01 - T.-- - - --r- - _ _ -- ---- - -- - _. _ 1 SOIL TEST PIT DATA (H-lQlX (8-1 REVISIONS NOT TO SCALE NOT TO SCALE IpT 500 GAL. LEACHING CHAMBER No. DATE DESCRIPTION SEASONAL HIGH GROUNDWATER . NOT TO SCALE a" DIA. RarMOUT (TYP.) 1.__ 11� 16 09 # BEDROOMS TEST PIT 01 TEST PIT #_ ADJUSTMENTum REMOVABLE GRD. EL. .88fit_ GRD. EL. �$._ 10.0' I. SEPTIC TANK SHALL BE STEEL REWFORCED CONCRETE. MIN. 20' DIA. COVER, TvP. r WALLS cow 3' 1. ONE ACCESS COVER PER DEPTH To DBSEItvED WIrATER 2 SEPTIC TANK !HALL BE CAPABLE OF WTWSTAIIOMIO H-10 RAISE 2 TO WTHIN a' OF FINISHED SHGW EL ._ SHGW EL. 7 •7 INDEX MAll SDW 252 LOADING. O .: ,� CIO c3cm o O oCl OO SYSTEM SHALL BE RAISED GRADE USING SEMIER BRICK AM o= IOC] mmm mm mm TO FOM GRADE. - --- ---- �� �vEl RAND ZONE B 3. ALL PIPE CONNECTIONS AND CONCRETE OONSIRLICIION MORTAR AS NECESSARY O� O O o 0 o O A A► --- SHALL BE WATERTIGHT. 9-1 C7 C7CO 4a.a /�' 2. CHAMBERS SHALL BE DEPTH • WOEX MA].L 7 Oa 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED LOAMY SAND LOAMY SAND ( / ) --- _ GENERAL NOTES: a MAXoo GALLON LEACHING WITHIN t r OF TANK MIIALL o C7 CIC7 C7 o Ci C7 0 O.B NO ACCEBBI/lF FROM TAW � 0 0 lIO,iES. OR MANUFACTURED 10YR 'S/2 r 10YR 5/7 r WATER LEVEL ADJUSTMENT 11-1/r OCI o0 C3 3 =3 00 BY SHOREY OR APPROVED I. THIS PLAN IN ONLY INTENDED FOR THE 0 1i B DEPTH TO ADJUSTED WATER �;_ a. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1. DIST. BOX TO WITHSTAND H-10 LOADING EQUAL. DESIGN AND CONSTRUC110N OF THE LOAMY SAND LOAMY SAND a. IF ANY PORTION OF THE GROUND SURFACE ABOVE UNLESS UNDER PAVEMENT, DRIVES OR DESIGN AND CON RUC71 N 10YR 5/8 10YR 5/6 SEPTIC TANK SHALL BE IWQUMWD.AW WILL BE SUB&CT TO YEIME ems` AN H-20 � 4» Z,. TRAVELED WAYS MAIEI�JN H-20 LOADING i'-a' EL - MO �" EL - IW.3 �" BOTM ON �� SHALL APPLY. Z. ALL METHODS AM TEST PIT 3 TEST PIT -..#_ 12-36' COVER OBSERVATION LOAM AND SEED MA70NALS SHALL CONFORM TO MO CMIt �R-9 r � a MNNMUM 2.PROVIDE INLET TEE OR BAFFLE WHERE PORT ALL DISTURBED AREAS 1&000 AND YARMOUTH BOARD OF SANDY LOAM C1 GRD. EL �_ GRD. EL 88.9 10 10 I 3 4' T�0 1-1 SLOPE OF PIPE EXCEEDS 0.06 FT./FT OR HEALTH REGULATIONS. tOYR a/a SAND7r 10YRY 6/6 SHGW EL. N/A SHGW EL N/A to'-or 3" IN P1wPED SYSTEM. 3. THERE ARE No KNOWN OR PROPOSED 4. �. 3. FIRST TWO FEET OF PIPE OUT OF DIST. -"- r LAVER OF 1/1!r TO PRIVATE WELLS LOCATED WITHIN 150 FT. 90" A A r - UQW DEPTH BOX TO BE LAID LEVEL LOAMY SAND LOAMY SANG PRECAST SEPTIC TANK a'-B` ,�.,- 1/2' DOUBLE WASHED OF THE PROPOSED LEACHING FACILITY. _ O o 0 o O { � CAM 4. IF AN OVERDID IS SPEC FLED, REMOVE ALL 102 (SIIOREY OR APPROVED EQUAL) 4'-a" LOCATE 4. ALL PIPE CONVECTIONS AND CONCRETE tOYR 4/2 ta" 10YR S/2 tar CONSTRUCTION SHALL BE WATERTIGHT. 34' 24r o Q o Q Q TOPSOIL, SUBSOIL AND OTHER COARSE SAID COARSE SAND B B a•�" - LIt� CDm 90' ELBOW ON + " (S) 5' DU. OUTLET TEE 3 1� KNOCKOUTS 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. EFFECTIVE 3/4' TO i-1/r UNSUITABLE MATERIALS. 2.aY 7/3 2.5Y 7/3 LOAMY SAND LOAMY SAND - 3" T11P. DEPTH o M o o C7 S. IF AN OVERDID IS SPECIFIED. REPLACE a. DISTRIBUTION BOX SHALL 8E EQUIPPED MATH OOLIBLE WASHED r 10YR 4/a 10YR 4/a o 110 » +• . -to ' • , • O ALL EXCA A 11a coO STONE TO TED MATTr7IALS WI1HV THE RI CROMN SER AND SH ALL 3M EXTEND TO A DEPTH Of 3aLr 120" L, �.� -..- .� �•- OF PPE 1 NO MORE THAN a INpIES BELOW GRADR:. LIMIT OF EXCAVATION WITH CLEAN �' 2a . f 4'-10" GRANULAR SAND. FREE FROM ORGANIC - 12'-10" • Y BE U I E IN LE MATERIAL AND DELEIRIOUS SUBSTANCES. EL • 77.6 13r EL • 77.8 13Y � � PLAN VIEW 3/4 iT0 1 � CROSS-SECTION MEW MAY BE USED IN LIEU OF MIXTURES AND LAYERS OF DIfFERDrT " �20SS-SECTION DOUBLE STONE MASSES OF SOIL SHALL NOT BE USED. C C ( - FILL SHALL NOT CONTAIN ANY MATMAL. SANDY LOAM SANDY LOAM , DATE: AUGUST 14. 200a IOVR 7/3 10YR 7/3 LARGER THAN 2 ROCHES. A SIEVE B� GROUP, INC. TOP OF CONCRETE BOUND DESIGN CALCULATIONS ANALYSIS USING A *4 SIEVE SHALL BE ELEV.=86.63 ASSUMED DATUM - - - PERFORMED ON A REPRESENTATIVE 150 FT SAMPLE OF FILL. UP TO 45X BY WEIGHT WTl�s�m aY OONALD OESMARNS. R.S � \ CB/b+'I MAY BE RETAINED ON THE SIEVE. \ SETBACK FROM #4 2 \ FND PRIVATE VE LS DESIGN FLOW: SUCH ANALYSES MUST OQiONSiR111E ceu cv����m�• MARK DIM P.E. » THAT THE MATERIAL MEETS EACH OF THE 4 BEDROOMS O 110 GPD/BDRM 440 GPO FOLLOWING SPECIFICATIONS: Gnu .cc• El. • 7i.3 130 O. • 77.I1 13Y f \ VACANT LAND CLASS 1 I I \� 100% MUST PASS #4 SIEVE L.L6B.; a74 GPD/S.F. TOWN OF BARNSTABLE REQUIRES AS-BUILT '\J� '\ \ IOX MUST PASS #50 SIEVE PERCOLATON ESTIMATED CERTIFICATION. SOIL EVALUATOR SHALL up, �w \ / REQUIRED SEPTIC TANK: 0-20X MUST PASS #100 SIEVE / 440 GALLONS X 20OX = SW GALLONS 0-aac MUST PASS �00 SIEVE TEST RANGE "� �� INSPECT BOTTOM OF EXCAVATION PRIOR TO � \ �oy � � a• � u�� � uNSU1TARIItE INSTALLATION OF LEACHING FIELD. \�\` \ / SEPTIC TANK PROVIDED = 1,500 GALLONS SfIOM�1 ON THE ENGINEER SHALL INSPECT THE COMPLETED S/N y '� PLANS ARE APPROXIMATE. THE ENGINEETt LJ (TO BEMOVED) OBSERVED SYSTEM PRIOR TO BACKFILL. I SET r \ ! .. . \ / N DOES NOT GUARANTEE THEIR ACCURACY --9 �s \ \ TOWN OF BARNSTABLE SIZE OF LEACHING FACILITY REQUIRED: oR THAT ALL SUBSURFACE SHALL UREs . ` 2, \ \ 0tiw ASSESSORS MAP in ARE SFIOIW. CONTRACTOR SHALL VOSAIFY �+ \ THE SITE, LOCATION AND ELEVATION OF DAIUM �. , . . . . PARCEL 001 DESIGN PERC. RATE: 2 MIN/INCH INVERTS OF UTILITIES AND STRUCTURES, tiw T \ • -91- . . . \ � LONG TERM APPL RATE: 0.74 GPD/S.F. WITHIN THE LIMIT of MIORIc. PRIOR TO oy 440 GPD + 0.74 GPD/SF = 595 S.F. START OF CONSIRUCTION. IF ANY . 74, OMCREPANCIES ARE OISCOMM OR VERTICAL DATUM: ASSUMED 1, \ I CHANGES iEaJM1ED, THE CONTRACTM °yw \ /O gyp. �\ SIZE OF LEACHING FACILITY PROVIDED: SHALL NOTIFY THE ENGIIEEIt MIMEDRATELY BENCH MARK SET: TOP OF CONCRETE BOUND Mt \ 7• THE CONTRACTOR SHALL BE RESPowBrLE � .. . . . 9� USE 3 500 GALLON CONCRETE CHAMBERS FOR PROPERLY COORDINATING THE ELEV.=86.63 4 /� \ o/ 1 �• w uP \ ( � 21l. SMACKATE W� S o tI 3 „�'^\ \ SIDEWALL AREA = 2(33.5' + 12.83'x2) = 185 S.F. A PROPQIED CONSTRUCTION ACTIVITIES u ,TWYTM w / r �' \ BOTTOM AREA = 33.5 X i 2.83 = 42_9 S.F. COMPANIES, AND SHALL COMPLETE THE \ ..:.. /TP-2 \89 I •1 ,\1 0 / \ \ 614 S.F. PROPOSED MbNC WITHOUT ANY INIERLPTKINS IN SE1tMCE. SYSTEM PROFILE / \ RESERVE \\ 814 S.F. X 0.74 GPD/S.F. = 454 GPO a. CONTRACTOR IS REQUIRED TO NOTIFY NOT TO SCALE 88�T1 \ AREA - _ DIG-SAFL PER MASS. STATUTE CHAP�Tr'�R . q�GALLON X �y \ yo ` LEACIIMIGBaf3HAM TP-3 3 g1-- _` ` \ \_ __ - '. +_i2. SECTION 40•(1-NB-344-7233) A \ / (T1rP.j t OBSERV. � \ - l3MluM OF_Pll IIOR TO-T! PORT START OF CONSTRUCTION. �_A 9, EDOE�oF STONE :,, \ y GylyVARIANCES EREOUESTED S. THIS SYSTEM Is NOT DESIGNED FOR TOP FOUNDATION FIRST PPE LENGTH \ �- 0 \ USE OF A GARBAGE GRINDER. ItE s CONCRETE COVERS TO WIIM 70 BE SET LEVEL. 1 ` ::.:; / y`�' INSTALLATION OR N USE OF A GARBAGE i OF FINISHED GRADE FOR MIN. 2' FINISH aReAR>IE \ ' c \ \ , ONE GIMNDFR AT THIS PROPERTY IS NOT ML \ TP-4 / ALLOWED PER 310 CMR 15.240(4). 4 PVC SON 40 92 � 8g . . APRMtOX.( DH GAL " irl LEACHING \ SEPTIC 1 ANK _ LOCH(3' I / SET 0000000000 • MIALx \ _ ' - LOCUS INFORMATION 0000000000 .•. .• y r � � ,� ! 93 ! BSC GROUP 5 OUTLET . . . ! \ .. . / CURRENT OWNER: JANET & TODD PRADA " SEPTIC TANK DIST. BOX S.3' SREPARA 2 2 ` • 349 Route 29,Unk D TITLE REFERENCE' BOOK 19184, PAGE 51 W.Yanoolltfi, Mumadumew ON73 EST. HIGH OROLRNDMIA TER PLAN REFERENCE: BOOK 191, PAGE 61 i 508 778 8919 ASSESSORS MAP: 153 02008 aw a". bm !� I PARCEL' 10 / ` T.O•F.-f1.5 APPROXIMATE LOCATION J N/F / EXISTING L JANET Ac TOW PRADA \ SCHEDULE OF ELEVATIONSprp / ASSESSORS MAP 153 / / / ZONINGSETBACKS: FRONT 30' PROJECT TITLE: SIDE 15' RW*UWA10NwE�1JLWIi�IEA � �' �. � PARCEL 10 ,91 � ,.--- -� / � c' � � DESIGN F� NOT VIMBLE) / J 43,700.*S.F. \ / / REAR 15 TOP OF FOUNDATION �Q A / / 2� \ - / / MINIMUM LOT SIZE: 87.120 S.F. NEW SEWAGE 4 INVERT AT BUILDING 88.00 B a � � / , � � � \ti � ��• - / MST. TOTAL LOT AREA: 43.700t S.F. " / DISPOSAL SYSTEM 4 INVERT AT SEPTIC TANK (IN) �Q C / NITROGEN SENSITIVE ZONE: NOT A ZONE it 4" INVERT AT SEPTIC TANK (OUT) 87.55 D y 9`� . ._ - a�� / y O 4" INVERT AT DIST. BOX (IN) 87.35 E / / i / / ZONE DIS FLOOD ZONE `C" AS SHOWN ON #339 " r `` �� / COMMUNITY PANEL 250001 4 INVERT AT DIST. BOX OUT F a j / � i� 0011 D DATED 7/2/92 � CHURCH STREET � / / / \ � I � OVERLAY DISTRICT: AP INVERTS AT LEACHING FACILITY: / \ BARNSTABLE " ! 4 INV. AT LEACHING CHAMBER 87.00 G (BREAKOUT 87.5) / ) APPROXIMIATE LOCATION OF MASSACHUSETTS ELEVATION AT BOTTOM OF CHAMBER ,,QQ H S/N / / / \ •'� MATEXISIIMIG LEACHING PITS LOCUS MAP �89 � INFORMATIOMV OBTAINED FROM I SET / \ / RECORD PLANS ION FILE WITH THE ! SEASONAL HIGH GROUNDWATER BARNSTABLE HEALTH DIVISION NOT TD SCALE Z�.ZQ. J � / / \ �` PREPARED FOR: N/F / N 4r /ZANNE DRISCOLL � / / DUNHILL COMPANIES, LTD SSORS MAP 153 fib' 776 MAIN STREET PARCEL 011 M� / / 4 LOCUS OSTERM\ LLE, MA 02655 \ PP40POSED (508) 420-9222 N AR T � tN of wl CRAIG A. � ��� \ WIATu � � CARL A.�JOHNSONoiu� R ear G. 1w3BI�>p 6s / ASSESSORS MAP 176 ` \ �� �S� DATE: NOVEMBER 10, 2009 s FIELD "p \ VEFAAT1AN a \ / / PARCEL 007 T COMP. DESIGN: B. YERGATIAN A9 9 IL No rv�20d Q \ / 6 CHECK: K. HEALY • o�Fs Q TEP G PLAN VIEW DRAWN: P. HAGIST s� SCALE: 1" = 20 FEET •a�r'� FIELD: P. HAGIST / S/N FILE NO. 4869301-SEP.DWG SET 4 t t 16 09 0 10 20 40 FT. DWG NO. 5560-02 I JOB NO. 4-8693.01 s♦WET t OF i _I .